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Home My WebLink AboutSDP 96-03; CARLSBAD COMPANY STORES; Site PlanG O L F C O U R S E -- A.REA MUST REMAIN CLEAR TYP. 80' TRUCK=7 tCAL TRANS 407D)~ TURNING RADKJS ----- OF OBSTRUCTtoNS CAR COUNTRY CARLSBAD (AUTO ROW) TO CANNON IIOAD AND LOB ANOl!LES VIA 1-5 0 1,.ijj,jiifih ■ 1• • eo•-o• ! , o :1s !3o leo TYP. 42' TRUCK--- (CAL TR.I.NS 407EI \ TURNING RA.DIUS \, 15' LANDSCAPE SETBACK (25' BUILDING SETBACK c:, -- 0 ~ -a: C b ► ~ I a: I-z I ::, 0 (.) a: ,c (.) 0 1120 I a :~· 10 -TRANSFORril!R IT) T~ - I 0l ," '~ .. !-c t; 0 '" ... "' 0 --C') 0 -- 11 --PHASE ONE !PHASE W'O-+- 1101 . TYP. I I I I , ' B' TO ' WIDE I SERVI E AISL BUI DIN "' cc .... a, 0 0 0 0 - I ;: ----- I '° 'O .... "' co 0 0, -0 "' g "' .. -- '° "•· 'Q, 8 '0 11 B ' L 111 '-'--'-'-'--'--'--'--"--'---'-J '-'--'-'I<-'--'--'-'----'-' '--"--'-'-~-'-~-'-='.us STOP w / - 25' BUILDING & LANDSCAPE SETBACK --TURNOUT & SHEL TEA. 151'·6" PROJECT DATA OWNER: CARLSBAD RANCH COMPANY ATTN: CHRISTOPHER CALKINS seoo A VENIDA ENCINAS SUITE 100 CARLSBAD, CA 112008 PH: 181'1) 431-5600 APPLICANT: STEVEN L. CRAIG 1500 QUAIL STREET SUITE 150 NEWPORT BEACH, CA 92680 PH: 17141 224-4115 APPLICATION: SITE DEVELOPMENT PLAN SEWER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT - I I 10 lil 0 PEDESTRIAN LINK TO CARLSBAD RANCH & LEGOLAND -- ''--' --4+1 2:24 PARKING SPAC(S F L O W E R F I E L D S • --. 9 I I 1C _,_ + lil I 11 I g I I I I I' I f I FOR 0 0, 0 -- 0 .. "' .. 11 OADIN ACCE s· 0 -"' C') ... "' ------.. ---.. .. .. .. .. ---HASE TWO PHASE ONE "' .. ... "' -'° "' .. "' "' .. .. .. --C') "' "' "' .. .. -- TWO 1320 1321 1322 1323 1324 .. 0 "' .. '° "' "' ... "' .. ... - 1421 1420 1419 1418 1417 ... "' cc .... co 0, 0 .. 0 0 0 0 0 0 --"' "' "' "' "' "' "' '"' .. -.. ----! .. .... a, "' "' 0, 0 ... "' -"' "' ... "' -... "' C') "' .. ... .. ... ... ... .. -' .. .. 2 ' ~ -----TVP. 42' TRUCK::;---~ / ~••N<J SPACES (CAL TRANS 407EI 1 / , , TURNING RADIUS~-- / R ::'.:J 1-7-I +-H--t-1-/"-+cRc, ' .:fr: 7· I \___~ I ~ILDlNG SERVICE COURT .,-------t F.F. • 67.50 LOADING MALL ROLL-UP I' 11...r:~:r-r=fL..J~ SECURITY GRILL C') "' -"' -C') -"' .. F.F. , 67.50 1215 "' .. "' - b ,;, l I ' ' ' ' "'-1 !;~ N,- !] I .,,,. 'b; . i;! n ' I I '' I I 'O ' I ·o:: ' ' I I ' ' ' ' ' --.._,:t...o_,,q..-"--SECURITY GATES , I "" j ... I -H1-f---'sc-"7'c...c'4'-----'--TYP. MONUMENT SIG" LOCATION - HEIGHT AND SIZE TC Bl! DETERMINED SE 0 "' "' "' "' C') 0 "' "' .. ... .. 0 0, 0 .. co 0 ... .... 0 ... /J~'.__ ____ -,,,c::::,_AREA BETWEEN CURB AND SGHTLINE M .. -.. 11 11 " 11 0, "' C') - 11 I 11 I I} ...---- 11 ,. a .. -... ~ " ' .. ... .. -.. .. 405 PARKING SPAC[S '11\'1\l'I,° • .. ;c>/ {!,/ ":l I I I 440' TYPICAL SIGHTLINE FROM DRIVEWAY, !,!,N.Q.---_ ----==--r~ :=-_ - ,e•-rr I 394'-0" P A S E 0 D E L N O R T E SITE DATA PROJECT ADDRESS: UNASSIGNED A.P.N.: 211-022-03 & INTER ST A TE 5 D PORTION OF 211-022-15 LOT AREA: 28.65 AC EXISTING ZONE: C-2-Q EXIST. LAND USE: R PROPOSED LAND USE: R TOTAL BUILDING 1100 AREA 112,371 SF BUILDING 1200 AREA 84,710 SF BUILDING 1300 AREA 88,530 SF BUILDING 1400 AREA 88·,389 SF TOTAL BLDG. AREA: 300,000 SF TOTAL BLDG. COVERAGE: 25.8% PHASE 1 PHASE II 20,504 SF 41,867 SF 84,710 SF 0 SF 41,309 SF 32,564 SF 86,389 SF 0 SF 212,912 SF 74,431 SF PHASE Ill 0 SF 0 SF 12,657 SF 0 SF 12,657 SF LANDSCAPED AREA: 13.8% 1180, 100 SFI PARKING REQUIRED: 5/1000 RETAIL !SHOPPING CENTER) / 5/1000 OUTDOOR DINING RETAIL !SHOPPING CENTER) 300,000 SF 1500 OUTDOOR DINING 1,403 SF 7 TOTAL PARKING REQUIRED 1507 SPACES PARKING PROVIDED: STANDARD 1140 COMPACT 370 124%) HANDICAP 211 TOTAL PARKING PROVIDED 1538 SPACES PARKING RA TIO 5.12/1000 ALL PARKING Wll:L BE BUil T ANO STRIPED IN PHASE ONE. WHERE BUILDINGS ARE. iN FUTURE PHASE, CONTRUCTION WILL STOP AT 11'-0" FROM THE BACK OF CURB (WHERE OCCURS) OR 2'-0" FROM FACE OF WALL (WHERE A/C IS ADJACENT TO BUILDING). EDGE OF A/C TO BE TERMINATED W/ REDWOOD HEADER OR ROLLED A/C CURB. / , TO BE CLEAR OF OBSTRUCTDNS OVER 2'-15" ABOVE GRADE. ELEVATION AT GIIADE AT DRIVER'S Vll!W POINT IS POINT OF o·-o· ORIGIN. IT'PICALI PEA SOUP ANDERSEN HOTEL THERE IS NO AREA ON THE SITE W'IICH IS UNDEVELOPABLE PER ZONING ORDIN,NCE SECTION 21.53.230 AVERAGE DAILY TRAFFIC GENERA TED BY THE \ PROJECT: 15,000 PER CARLSBAD RANCH SPECIFIC PLAN. ENHANCED PAVIN.G DENOTES AREA OF ENHANCED CONCRETE PAVING ANO LANDSCAPE PLANTERS MALL ROLL-UP SECURITY GRILLES WILL BE OPEN & CONCEALLED DURING BUSINESS HOURS. INTENT IS TO LIMIT ACCESS DURING CLOSED TIME TO THOSE AREAS NOT VISIBLE FROM STREET TO LIMIT BREAK- INS & VANDALISM TO MALL STOREFRONTS. SECURITY GATES AT STREET DRIVEWAYS TO BE OPEN DURING BUSINESS HOURS. INTENT IS TO LIMIT VEHICLE ACCESS TO SITE Dl.RING OFF-HOURS TO DETER CRASH & GRAB BREAK-INS. BUS TURNOUT WITH SHELTER PER ICTD SPECIFICATIONS. fHIS. WILL BE PROVIDED BY THE DEVELOPER AS REQUIRED / ALLOWED BY THE CITY ENGINEERING DEPT. AND IS SHOWN FOR CONSIDERA TIO~. SHELTER WILL BE EITHER TOLAR MFR. MODLE NO. 13 NALD OR ACE ALUMINUM MODEL NO. 3XICP144D. -To PALOMA°iit ¢ AIRPORT RD. ;,; AND SAN DIEGO · ~ VIA 1-5 RE.::::i.JSE 91N ~CLOSURE = » FOR~ CUBIC ~AFO BINS ='°;: OS-16 /------------- ,., ' ' ' PAOJ CT LOCATION .. E I W'i ,,,,. VICINITY MAP RESUBMITTED 29 JULY 1996 Project~ 95516 Date: 29 JULY 1996 Sheet no. A2 of sheets All ide1s. designs. and 1rr1ng11m11nts indica.uad on tl'lesa drawings arol!I tl'le Proi:ierty or KMA ARCHITECTURE & ENGINl:EAING £) 1996 . . . . : . . . . ARCHlTEClURE , i. ENGfNEERl~G 1515 MORENA BLVD. SAN DIEGO, CA 92110 TEL (6191 276-7710 FAX 16191 276-7715 ' ,,, \_~ .- FUliURE GOLF COURSE GOLF COURSE NPDES _ __J!ASJti BJ' JllHERS -r ' I -1 "' ' ,0 --- el~l-20· CM\\1)_£$M'.T --.-:I$' ---------< ..... _ st~; ::Bl~i :;';ii,1'~, <' i.....-1 -. '' . ------~---- ('JO I - FLOWER FIELDS _____ ... _ ---"- ,rAJRs-ro FL0w£R FlELDS ---·_·,,,,- 6' _;,OE O.G PEOI:STRIAli TRAIL@ 5% "·• _•\ ,, ,' ·!""--" ' ' ----,--;.---·-----' -----------""---·-· --·------ .-;:::::;;'\-;~~iT;-;·~-~-~, l;S;~iOP~--,Ety:3r_::-:---=:::--±S;~I~~~-i,,_.---~7--";-,;·;"--s-:::-~:;:;;Ti;i;---:~=,c;~=:====::7=-air~~=7-__.; · _.--~-(_76' -----L -----~--sm9'26t i_7s.§2· -----___ ----- SCALE, I' = 60' O' 60' 120' EX FH ,--a -- X. □ □ □ □ □ D 0 □ D -□ D --¾._-t □ EARTHWORK ,□ CUT: 160,000 C.Y. FINISH ELOOR-6l:51l------ -PAD 66.50 LOT CONSOLIDATION PLAT TO BE PROCESSED TO REMOVE EXISTING PROPERTY lJNE ~ -. :i;)_'.l-, 67 ----~ I • 6'; I I_ <I> I FINISH FLOOR 67_50 PAD 66.50 ◊ ◊ -66 - -61 ◊ ◊ H (T'IP-j ------ rs;)-1,-l---,(s LOT 2 -CT 94_-~. --_ _._ ____ ---+ ._: _______ _ ◊ ◊ LOT 3 -CT 92-07 s \-+---4\.--+{s ◊ 64 '2% ~---:..:.--:..... __ _ FINISH FLOOR 67.50 PAD 66 50 ---- FINISH FLOOR 67.50 PAD 66 50 -64 ◊ ◊ 2_% _ .. !.t ,.,, __ -- I ' --··-·. ---·--·-·---·------"--------,._ ◊ ---~ 66 '\c., ,~ ,,,,. " ◊ -----~- ◊ flOW[R FIELD NPDES BASIN BY OTHERS ◊ ◊ ~t ~N----i----:-~ -· -l-:,, ' ·6) - ' ------_----:-_ ---.,, - . C9!'S!RUCT 350' LQNG DECELERATIQN VNE -- ---·= --,,_, --~ ----~- TYP( G-1 CAfCH BASIN FbsSIL .FlL TfR CATCH BASIN FILTRATION SYSTEli4 MANU'FACnJREb BY Kl'iStOI' ENTERPR1$£S OR EOVAL AS APPRQVU) BY (;ITY·t:NGNE:ER ' . OOllET PIPE DETAIL 'B'. _--: DILJ!...GREASE __ JNTERCEPTOR N.T.S . tlQilL FOSSIL F.IL TERS TO BE REPLACED ANNUALLY PRIOR TO FIRST ,ALL RAIN. i ' ~ _.,_\,' i: ;, t· •i I ' I I I FILL: 11.700 CY. I I I I t I -62 EX ST LT. EXPORT: 148,300 C. Y. Tl I~' I ;,.§' ,.,., "' -+ ---s- -- 34 EX.ST LT 10' 26' 26' 10' ' I b I ~z EX. ~DEWALK ~ 1-~--~-l-_ ~~~~~:::=--~--~-==::2 ~~~~-!.-·:_:_ ~-~ . EX SIDEWAU< TYPICAL SECTION -CAR COUNTRY DRIVE (L()()l(ING EAST) N.1.S. P_L VARIES 7' TO 10' EX ST. LT -- j--2.2% ,c:::_:::;,=-= 2.74% 0 N22'29'26"W 828 00' 0.84% --~. . 60 -- 84% --- BUS STOP PER N.C. TD. NEW SIDEWALK ALONJ; !HIS STREET 0.6~- S1,H -o-EX. 10• VCP ',;;, 1.. \--- --\,--, I EX. S,OEWALK PASECI DEL NORTE C.L 33' 33' 10· NEW '<--SIDEW~L:~. 6 ;J " TYPICAL SECTION PASE0.DEL NORTE (LOOKING SOUTH) N. T.S 0.72% 40 -( ().\ -- --,. ---. _____ . _Ex ___ z_ • ws ~ ~ I '" ~0 I✓ __ E:x_. __ 6_" PVC 1 -s ~x 6 P":_ ~ I r .......::_r_ f~ SMH ED - 41 N 42 / >< 16>_; ~ E . FH -- -+~--- (t·,, <-.C/- I I P:L. EX SIDEWALK SPECIAL NOTES I. ALL .CATCH BASINS WILL INCLUDE AN OIL AND GREASE INTERCEPTOR TO SATISFY NPDES REQUIREMENTS (SEE DETAIL 'B') 2. ALL WATER MAINS SERVING FIRE HYDRANTS AND DETECOR CHECK ASSEMBLIES 'MLL BE IN CITY OF CARLSBAD EASEMENTS. 3. WATER METER SERVICES AND FIRE SPRINKLER SERVICES WILL FEED OF OFF THE MAIN LINE SURROUNDING THE BUILDINGS 4 ALL STORM DRAINS .CROSSING THIS PROJECT FROM THE "LOWER FIELDS ANO GOLF COURSE LOTS WILL BE IN PRIVATE EASEMENTS TO BE DEOICA TEO ON THE FINAL MAP FOR UNIT I OF Cl 94-9. 5. REMOVE EAST WING ON EXISTING TYPE 8-1 INLET AND ADD A NEW WING TO THE WEST SIDE OF THE INLET. ' . 6. EARTHWORK QUANTIFIES· AR[BASED ON THE ASSIJMPTION -THAT NO PRIOR GRADING HAS BfEN DONE ON THIS SITE AS PART OF CT 94-09 SE.GDDN '.A' cc__'__!>,' LANDSCAPE BERM NT$ TYPICAL BERM ALONG WEST AND SOUTH PROPERfY LINE KAHR AN.D A·ss □C[ATES 5600 AVEN[DA ENC[NAS, SUITE lD.4 CARLSBAD, CA 92008 PH;(6!9)438-5620 CHARLES S. KAHR RC.E. 23907 DATE REGISTRATION EXPIRES, 12/31/97 - PRELIMINARY GRADING AND UTILITY PLAN . APPROVED APPROVED T8fl'ATIV! -~l'TE NDITIONNO_,,~_ -~NING RESOLUTION HO. · -· · : j Project: I ; :=D::at::e::: ==7 /:::10;::/:;;96===1 • . . ' Sheet no. ~Th lo·A:l-%. Gt.1H1NG oEPT.• MUt ' C1 of sheets RESUijMITTED 23 JULY 1996 J ARCHITECTURE ~ ENGINEERIN__-9 1515 MORENA BLVO, .SAN Ol[GQ, CA 92110 -TE~ (619):276-771 O FAX (619) 276-7715 ' "1 i I ! I \