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HomeMy WebLinkAboutCT 97-09; LA COSTA LUCKY SAV-ON SHOPPING CENTER #121-283; Substantial ConformanceLEGAL 0£SCRIPTION: TH£ LANO R£FFRR£0 TO HEREIN IS SITVA T£O IN TH£ STAT£ OF CALIFORNIA, COUNTY OF SAN Ol£GO, AND IS D£SCR/8£D AS FOLLOWS: LOTS f-8, INCi.US/'£, OF MAP NO. 1-1038 IN TH£ CITY OF CAl/tSBAO, COUNTY OF SAN Ol£GO STAT£ OF CAL/FOHN/A. CITY OF OCEANSIDE CITY or VISTA ~~ . f! IC IRl!.SIRl~ICl q.O CITY OF PACIFIC !f' SAN t.lARCOS ' OCEAN CITY OF ENCINITAS VICINITY NO SCALE © 1998 O'Day Consultants, Inc. MAP SUBSTANTIAL CONFORMANCE EXHIBIT #2 FOR T£NTA TIVE MAP SCE #2 97-09 C.T. 97-09 SOP 97-07 CUP 97-03 SUP 97-02 SUP 97-03 PUD 97-13 PROPOSED LOT NO. I 2 J " 5 6 7 8 ST. D£0/CATION FOR LA COSTA LUCKY SAV-ON SHOPPING CENTER #121-283 LOT TABLE AREA IAC.J 6.-11 0.96 0.11 0.56 0.66 0.11 0.96 0.37 0.-IJ BATIOUITOS f.A(J()()N \ \ SH££[ /ND(X: No. OESCRIPT!ON 2 scenoNS, FASEMF:NT TABLE .k I.ITTUTY TASLC 3,4 PRWMINARY GRADING ,It ORAINAGC PLANS 5 EXISnNG ON SITE TREES 6 PRELIMINARY unLtTY Pl.ANS 7 PRELIMINARY STRIPING PLANS 8 PRELIMINARY OEMOL/nDN Pl.ANS 9 LOT LINC lM TA ,It SIT£ lA YOUT G£N£RAL NOTES: ASSESSOR'S PARCEL NOS. 70TAL ACRE'S EXl5nNG ZONING . PROPOSED ZONING . . . . . . . EXISTING GENERAL PLAN 0£SIGNAT10N . PROPOSED GENERAL PLAN OES/GNAT10N. EXl5nNG LANO USE . PROPOSED LANO USE. LOT CLASSIF1CAT10N. 'TOTAL NUMBER OF L07S. 70TAL BU/LO/NG SQ. FOOTA(;E. 70TAL BUILDING COl£.'i'AG£ . PERCENT LANOSCAPING· PARKING SPACES PROVIOE'O. PARKING SPACES REQLIIRE'D 14kf1514Ci'f 04« Y 7'IWflC (SEE TRAFFIC S1VOY BY FFHR ,It PEERS} SHOPPING CENTE'R . OT'HE'R . G4S STATTON 'TOTAL. . . DENSITY. TOPOCRAPHfC SOURCE' . E'A/rf'HWORK . . . , 218-!JIJ0-01 T'HROIJGH 08 11. 78 Ac. GROSS, 11 . .15 AC. NET C-1 C-1 . (N) . (N} . ~ . St/FOfAMHKlT, G4S fflm\l ~ Rt:fAl. . GENERAL COMUERCIAL . !I . 75,850 SF . 15.3X · 4.2" (INTERIOR) . SEE AACHITECTIJRAI. SITE PLAN . SEE ARCHITECTIJRAI. SITE PLAN 8,732 1,#JO 1,920 12,132 . NA (ZONEO COAIAERCIAL} . SAN-LO AERIAL SURl£Y.S' lM TEO: 1-6-9 7 . (SEC GIWJING ANALYSIS SHT. 2) . CITY OF CARL.S!W) FIRE OE'PA!fTAIENT . LE'lJCAIM COUNTY WAT!l'P DISTRICT 1 FIRE PR07cCTION. SEWER 0/STRICT. WAT!l'P DISTRICT. SCHOOL 0/STRICT. G4S ,t: ELECTRIC. 7FLEPHONE . CARLSBAD MUNICIPAL WAT!l'P DISTRICT . CARLSBAD UNIFIED SCHOOL DISTRICT . S.O.G. ,It E. . PACIF'IC 8€l.L STORM DRAIN . . CITY OF CARLSBAD All IMPROVEMENTS PER CITY OF CARI.SBAO STANOARO DRAWINGS ANO SAN 0/CGO RCGIONAL STANDARD DRAWINGS. A!'N 2fl-f2J-D6 I.A COSTA HDTl'L ~ Sl'A COHI'. S/JB0/14.9:-i BOUNDARY APN 216-12-1-05 LEUCADIA COUNTY WATER 0/STRICT K(Y MAP SCALE~ 1 "• 200' APN 216-12-1-19 I.A COSTA HOTE:l ~ SPA CORP. 'l:,J0' 200' -----100' 400' SCALE: 1 • = 200' SUBDIVIDER: AMERICAN STORES PROPOmE'S INC. C/0 ALSCRTSONS Jso PARKCENTER Sll,f). SOX 20 BOIS£. 10. 83726 ATrN: MARK UNDER CIVIL ENGINEER/LAND SURVEYOR: ' O~Y CONSULTANTS, INC. 5900 PAS7EJ.IR COURT SUIT 100 CARLSBAD, CA. !J2008 (760} 931-7700 ATTN: MEG N. CARROLL ARCHITECTURAL DESIGN TEAM: COURTNEY ~ LE 766 COLORADO BOI.ILEVARO LOS ANGELES, G:4. 9004-1 ATTN: JOHN LE FOUND IN SUBSTANTIAL CONFORMANCE ....!'tvw.k,,~=4-~'JLll~~=•C1s,10a.,;:~:,___OATE: 9..f rq/02- MICHAELJ. HOLZM~ -""j l PLANNING DIRECTOR RECOMMENDED BY: ~ (9' L:tn C 0, DATE: -I -2.- ESS1 -.; ,.... if\ 48935 !.J OD/YJ/OJ * CIVIi.~~ or c,,.,1.1f!J':,,, BENCHMARK: DESCRIPTION: LOCATION: RECORDED: ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. T-1307) INTERSECTION OF EL CAMINO REAL AND LA COSTA AVENUE COUNTY PRECISE LEVELS 15.997 LEGEND: SUBDIVISION 80/JNOARY. EXISnNG CONTOURS EX/SnNG WA mP MAIN. EXIS17NG S£WOf MAIN ,It A.H.. EXISTING STORM DRAIN . EXIS11NG FIRE HYDRANT. EXIS11NG SlRE."E.i LIGHT. PROPOSED F£NC.E . . PROPOSED F1N/SHE'O CONTOURS. PROPOSED WA7FR MAIN. PROPOSED SEWER MAIN ,It A.H •. PROPOSED STORA/ DRAIN ,It C.O •. PROPOSE'O C(JRB INLET. PROPOSED FINISH fl.00/i . ELEVATION <mAOE'D SLOPES f2: 1 MAX). W/DAYI./GHT LINE' PROPOSED SPOT ELEVAnON. CONCRETE BLOCK RETAINING WALL. PROPOSED FIRE HYDRANT. PROPOSED STREET LIGHT. LOT LINC. OWNER: MIER/CAN STORE'S PROPCRTTE'S INC. C/0 Al.8£RTSONS 250 PARKCCNTCR Bll,f), SOX 20 BOIS£, 10. 83726 ATTN: MARK LINDER H£11S/ON /7 JUNE 21, 2002 11£11SION /6 APRIL 16, 2002 R£11SION /5 A/A Y 12, 1998 R£11SION µ F£BRI.JARY 6, 1998 R£11SION /J NOV£A/8£R 1. 1997 R£11SION /2 S£PTEAl8£R 15, 1997 R£',1S/ON /I APRIL 7. 1997 • !?~, 5900 PASTEUR COURT Civil Engineering Suite 100 Planning Carl·l!lbad, Collfornia 92008 Processing 619-931-7700 Surveying Fox:619-9.31-8680 -----·--- ------:_ __ '\-----S--- ---sv-- ---8--- .---O-SQ.- 111 so- I s.oo * y·' ·y· • 57.J ~ I SHEET 1 or 9 SHEETS DESIGNED BY: M.C., NJ!. DATE: APRIL 2002 DRAWN BY: M,L, N.B. SCALE: ,s SHOWN PROJECT MGR.· 11,C, JOB NO.: 96-1Q,lL [)~~~ DATE: 8-/7-02, MARG,t,REJ )l. ~ RCE: 46931! " G•\JOBS\961033\9633TOLDw'G 8-17· .. 02 10,ss,21 0.1"1 EST XREF: 9633TO0, 963311\P ;- :+'- ~ I~ ~ ~_c 'r ('\ _) 0 -~ I -ti ~C) ..5) J:S ......t:> < 6 z.. • * * * • * * * --------------------------------------------------------------------------------------------------------------------------------- SCE #2 97-09 C.T. 97-09 £AS£M£NT TABLE SOP 97-07 CUP 97-03 (11a) /TEii Ila DATE: HEC. DOC. NO. BENERCJ4RY NATUHE OF EASEMENT OISPOS/TION P.R. ,,,Jlfwj__ 1 « f 14 _uu F/N 1999-0022479 £,_, ACCESS 2 4 10-16-1956 BOOK 6JO 1 PAGE 162 SDGJ,£ PO££ LINES. UNO£RGRO/JNO CONOUI , /NGR£SS.✓>"GR£SS r,~ J 4 10-16-1956 BOOK~PAGE I SDGJ,£ RIGHT TO TR//,/ .t TOP TREES TO JO 4 5 10-17-1961 ,,,. SDGJ,£ ., ·.n 5 6 6 20-1962 /N 1049/J SIJG.tE POLE UNES. /JNDGRO. CONO. INGRESS/EGRESS RIGHT TO ,w11,1 ,w .. , ~;,= 6 /} 7 II 1966 'N 112556 POLE UNES. UNOERGRO/JNO CONOIJITS, IN"GR£SS/£CRESS 7 IJ 5 29 1968 -,w 9011J COUNTY OF SAN 0/ECO PUBLIC 1/0AO, RIGHT TO EXTEND ORA/NACE STRIJCTURES.✓-, ~ 126' 6J' 10' 5.J' R/11' SUP 97-02 6J' SUP 97-03 41'-44' PUD 97-13 a 9 14 12 3 1969 'N 220242 COUNTY OF SAN 0/ECO " 10 J,I 1-14-99 'N 1-••9 LCWO ACCESS AND PAw• ,~. 11 16 7-8-1970 'N 119260 CIIWD PIPEl/NES. INCRESS/FCRESS CRIN!) ,t I 112" /,1/N. ,r-.... EXISTING UTILITY DATA TABLE 12 17 6-4-1971 'N 117673 " 18 5-18-19n /N IL~ilfU ,_ 14 19 9-19 1972 ;~z; /5 20 9-26 1972 16 21 9-26 191. ur, /7 22 10 2 191. r/N Ill 23 10 16 19 '2 ,.,,. , 19 24 8-1-1973 r/1'1 /J•-~ 25 4-26 197J 711 t/JY /.)··II 26 7-31 1985 F/N 85 273499 28 1 19!'/ F /N g,_ 651062 29 -, 19.• F /N I 993-0467116 ~ 32 -, -yy F/N 1999 0022478 32 -1✓---IRJ/J F/N 2000 OJ68586 2 II 1 18 1967 F, 1421 ~ ,,, I 16 196! t, 6084 Hg 12 6-. -1°67 F,'N 78885 7 (j F/'N 104899 1 Ii-7-" F/N 104899 /:, 11-1910 , '"" I 101// 4-I 10-5 2000 , "/; ;000-049612;, z;; = 34 37 8 JO 200() J5 J8 8 JO 2000 F, 'N 2000 0496121, W.P /,10311 J6 39 8 30-2000 u'N 2000-0496121, W.P 140311 J1 40 8-30-2000 F/N 2000-0496121, W.P 14038 J8 41/42 8-30-2000 r,'N 0496121. W.P 14038 • /NO/CATES DOES NOT SET FORllf EXACT LOCATION. NOT PlOTTED. fAS(JJENT NQT£S COUNTY•~ ~N , '"-"Mt'NT COUNTY OF SAN DIEGO PUBLIC HIGHWA r .t RIGHT TO £, ~ ,,,,,,/NAG£ STRIJCTIJ, . .,~/Sf.OPES SDGJ,£ PO££ LINES. UNOERCROIJND CONOUt,., /NGRESS."CRESS lEIJCADIA C.,JNTY H/4,cfl =omYCT PIPELINES, !.IANHOlE:,, lATERAlS .t /NGRESS,c"CRESS SIJG.tE TRANS!.IISSION .t DISTRIBUTION OF G4S UN£ Stx..,£ RXTURES .t £0/Jl,,,/ENT FOR G4S LIN£ PAC/Fie, "l ,t r rr;,r__,., Lu. ]j:, £ UN£. UNOERCROUNO CONO/Jlt, h ·" CAIWD l'IP,,/NES. ~' SIJG.tE POLE UNES, UM 'NO , , IN ,, POLE UNES. UNOERGRO/JNO ~NOii.iTS, IN~S PAr.1F/c, l lA LV.J,J'i nu1r.L N .;,r,t ACCESS EASE!.IENT SOG.tE PIPELINE lCWO ACC,"", ANu . -u1V'1/N lr-A °1!4: ANu ~,vd/,/ 0,.-,/N SIJG.t£ £l£C,,,'fCAl ~ Ylf,,,. SIJG.tE PO££ LINES. UNOERCROUNO CONOUI" INGRESS. ""CRESS r.r1tJNTY rN-<.;AN n11-r;;r1 PUBUC ROAU ,t RIGHT TO £XT£ND DtwNACE S,w1JCTIJ, -_, g • w/Nrr ff/4,rw ,,/Sm/Ct If/!!}; l!NCJ, U~NO CONO/U, IN ,:s:,,;, Ill IV IIIIM (.11; 1v1· 1111..t.. V UTllmES F," ~,,, -~ J!!, - SDr;.tE PO££ UNES. UNOERCROUNO CONOUI" INGRESS. GRESS C/TYOFCARlSBAO SIGHT 0/STANCE CORRIDOR CITY OF CARLSBAD PUBLIC STREET CITY OF CARLSBAD PUBLIC UTILITY ANO ACCESS CITY OF CARLSBAD OPEN SPACE ACCl ..... wn,'HT UN!JU/SHEO /. P.R. REFERS TO PREl/1,//NARY TITLE REPOKT PREPAREO BY FIRST AUER/CAN Till.£ INSURANCE COIIPANr fl,l,TED J-18-2002 ORDER NO. 1209085-20 2. EASEMENT /14 IS AN EXISTING EASD.fENT TO SOC£, BEING 6' OR /JORE IN WIDTH, BE/NC J' /,/EASUREO AT RIGHT ANGLES, ON EACH SIDE OF EACH AND EVERY ELECTRIC UTILITY fi4C!l/TY /NSl4/J.£D ON OR BEFORE JUNE 29, 1973, AFFECTING PARCELS 1, 2 ,t 6. 3. EASEUENT /11 IS AN EXIST/NC EASDIENT TO SOC£, BEING 6' OR !.IORE IN WIDTH, 8£/NC J' UEAS/JREO AT RIGHT ANG/.ES, ON EACH S/0£ OF EACH AND EVERY G4S LITILITY FACILITY !NSTAllEO ON OR BEFORE JUNE 29, 1913, AFFECT/NC PARCELS I ,t 2. 4. EASEUENT /32 WAS 1,/00/RDJ BY OOC. NO. 1999-0022419 REC. 1-14-99. 5. EASE"UENT /18 WAS 1,/00/RDJ BY OOC. NO. 85-416834 REC. 12-19-85 AND OOC. NO. 86-05J521 REC. 2-10-86. 6. EASEUENT /25 WAS 1,/00/F/DJ BY OOC. NO. 2000-0368586 REC. 1-12-2000. GRADING ANALYSIS: cur: 9,800 C.Y, nt.L: 29,800 C.Y. • IMPORT: 20,000 C.Y. "ASSUMED A 10Jr-20Jr SHRINKAGE (SEE SOILS REPORT) m TOR£M41N m :,., ,,, ,,., m~ ,,, = , en " ~;,= m TO R£M41N TO BE n, YTClA/1,/£1) TO 11£1M/N TOiN ,, , r,= n -i?-,, -<?-,, ~ z:1 ll>J· P. C. C. SIDEWALi( CURB .t CIJTTER 6' A.C. CMJ71AY 2%:t VARIES a• TYPE "8-I• CURB (STA. 155+94 TO I 58+65) 2:r:t VARIES ---- EXIST/NC CURB TO REAIAIN 5.5' <.;, CONSTRUCT ~ P.C.C. S/DEWAI.K TYPICAL sccnoN -PROPOSED EL CAMINO RCAL R/W 63' 10' 5J' 6' ~ STA. 155f94 -STA. 158+65 (LOOK/NC NORTH) NO SCALE VARIES -126' TO /JB' VARIES -6J' TO 75' 41' TO 5J' ~ /JRINIJ .t I 1/2' 1,//N. A.C. OlrmlA 4' -2J':t 8' R/11' 12' WIDENING FOR DECELERATION £AN£ AT PROPOSED DRMWAY z,, w1, CR/NO ,t 1 112' /,1/N. A.C. OVERLAY SAWCIJT EXIST/NC CURB TO 8£ R£/,/OV£0 <.;, CONSTRUCT ~ P.C. C. S!DEWAI.K P. C. C. SIOEWAI.K- CIJRB .t CIJTTER 8' TYPE "8-I• CURB (5.TA. 150+60 TO 151+60 EXIST/NC) {5.TA. 151+60 TO 155+41 PROPOSto) 6" A.C. PAVEIIENT Oi,fi 6' ACC. BASE (IIIN.) OR AS R£C0/111£N0£0 BY SO/lS ENGINEER BAS£!) ON R-VAI.UE TEST TYPICAL sccnoN -PROPOSED EL CAMINO RCAL ~ 10' 5.5' STA. 150+60 -STA. 155f,,l (LOOKIN6 NORTH) NO SCALE IMRIE'S' -JI' TO 46' 10' NJO TJ'WU HIGHT T/JRN I.AN£ AT D. CAMINO f{('AI. IN/'IT'V&~l::~Tlal Nlj fJ£SCRIPTION HEFERENCE OWG. 0/SPOS/TION I EXIST/NC 12' ST£££ WATER l/NE DWC. NO. 210-1 R£M41N 2 EXIST/NC 12• A.C. WATER UN£ DWC. NO. 210-1 REI.IA!N 3 EXIST/NC 12" A.C. WATER l/NE OWC. NO. 210-1/1.A COSTA PlA?A /MPf/OVE!.IENT Pl.ANS REI.IA!N ,, EXIST/NC WATER SERVICE TO lCWO lCWD l-J RDIOVE 5 EXISTING 8" A.C. WATER UN£ I.A COSTA PlAZ4 IMPROVEIIENT PLANS RDIOVE 6 EXIST/NC WATER SEIMCES l.5fl,f;/i'Al) lA COSTA PLAZA IMPROVEIIENT PLANS REl,(()V£ 1 EXIST/NC JO" R.C.P. STORM DRAIN DWC. ND. l-6151 R£M41N 8 EXIST/NC /B' R.C.P. STORM DRAIN owe. NO. l-6157 RDIOVE 9 EXIST/NC 21' R.C.P. STORM DRAIN DWC. NO. l-6151 R£M41N 10 EXIST/NC 21' R.C.P. STORM DRAIN owe. NO. T-1004 R£!.IA!N 11 EXIST/NC 18 R.C.P. STORM DRAIN DWC. ND. T-1004 REI.IA!N 12 EXIST/NC 18' C.M.P.-16CA STORM DRAIN DWC. NO. T-1004 REI.IA!N /J EXIST/NC 12" ACP STORM DRAIN I.A COSTA PLAZA /1,/PROVEIIENT PLANS R£!.(()VE 14 EXIST/NC 10• ACP STOR/,/ DRAIN I.A COSTA PLAZA IMPROVEIIENT PLANS R£!.(()VE 15 EXIST/NC TYPE II' ClEANOUT (PAVED OVER) OWC. NO. l-6151 R£/,/A/N-AOJUST Rl!.I TO NEW .!l!1!Y2!,_ 16 EXIST/NC /J' CURB INLET CRATE=/0.85 IE=6.85 OWC. NO. l-6151 REI.IA!N 11 EXIST/NC TYPE ii' ClEANOUT RI/,/= 14.9J l£=9.5J owe. NO. l-6151 REI.IA!N 18 EXIST/NC 5 CURB INLET DWC. NO. l-6151, -1004 REI.IA!N 19 EXIST/NC 16' CURB INLET CRATE=/6.10 !£=12.10 OWC. NO. l-6151, -1004 RE!.(()VE 20 EXISTING CATCHBAS!N CRATE=l3.95 IE=8.0J DWC. NO. l-6151 RE!.(()VE 21 EXIST/NC 5 CURB INLET CRATE=/4.20 !£=9. 10 I.A COSTA PLAZA IUPROVEIIENT PLANS REl,(()VE 22 EXISTING 5' CURB INLET GRATE=/4.21 IE=9.BI lA COSTA PLAZA /1,/PROVEIIENT PLANS REl,(()VE 23 EXIST/NC CATCHBAS!N CRATE= 14.21 IE=9.11 lA COSTA PLAZA IMPROVEIIENT PLANS REl,(()VE 24 EXIST/NC CATCHBAS!N CRATE=l4.18 l£=10.8B lA COSTA PLAZA IMPROVEIIENT PLANS R£!.(()VE 25 EXIST/NC CATCHBAS!N CRATE=/4.JO 1£=11.50 lA COSTA PLAZA IMPROVEIIENT PLANS R£!.(()VE 26 EXIST/NC CATCHBAS!N CRATE=U.26 1£=12.01 lA COSTA PLAZA IMPROVEIIENT PLANS R£!.(()VE 21 EXISTING CATCHBAS/N CRATE=/4.18 1£=11.48 lA COSTA PLAZA IMPROVEIIENT PLANS R£!.(()VE 28 EXIST/NC CATCHBAS!N GRATE=/4. 15 1£=10.15 lA COSTA PlAZ4 IUPROVEIIENT PLANS RE!.(()VE 29 EXIST/NC CATCHBAS!N CRATE=/4.29 1£=6.89 lA COSTA PLAZA IMPROVEIIENT PLANS RE!.IOVE JO EXIST/NC CATCHBAS!N GRATE=/1.06 l£=9.J6 lA COSTA PLAZA IUPROVEIIENT PLANS REl,(()V£ JI EXIST/NC JO' HP GAS DWC. NO. 210-1 R£M41N J2 EXIST/NC Io• FU££ l!NE OWC. NO. 270-7 R£M41N JJ EXIST/NC I 6' FU££ UN£ owe. NO. 210-1 REI.IA!N J4 EXIST/NC SEWER DWC. NO. 270-7/P 2-1 REI.IA!N JS EXIST/NC 8" V.C. SEWER UN£ I.A COSTA PLAZA IUPROVEIIENT PLANS R£!.(()V£ J6 EXIST/NC 12· F.M. SEWER DWC. NO. C-1 REI.IA!N J1 EXIST/NC 24' F.M. SEWER DWC. NO. C-1 REI.IA!N J8 EXIST/NC PRIVATE SEWER UN£ lA COSTA PLAZA II.IPROVEIIENT PLANS REl,(()V£ J9 EXIST/NC 24' V.C. SEWER UN£ I.A COSTA PLAZA l!.IPROVEIIENT PLANS R£!.IA/N 40 EXIST/NC ABANDONED SEWER Ito• FORCE !.IA/NJ lCWO OWC. l-3 R£!.(()V£ 41 EXIST/NC SEWER, 4" F.M. lCWD DWC. l -3 R£!.(()V£ 42 EXISTING SEWER, 18" .t 24" /1,/P. Pl.ANS FOR SEWER IN lA COSTA GOLF COURSE REI.IA/N/KElOC. PORTION • 4J EXISTING SEWER lA TERAlS /SEVERA£ i NONE R£!.(()V£ -14 6 STORM DRAIN lA COSTA PlAZ4 it.lPROVEIIENT PLANS RE!.(()V£ 45 EXIST/NC CATCHBAS!N CRATE=lf.24 IE={14 lCWD OWC. l -J REl,(()V£ 46 EXISTING CATCHBASIN CRATE= 11.16 IE-6.04 lCWD OWC. L -J R£M41N REPI.ACE CRATE W,M.H. LIO. 47 EXIST/NC CATCHBAS/N CRATE=l3.59 1£-7.59 lCWO OWC. l-J R£/MJN-AOJUST CRATE TO NEW CRAD1 48 EXIST/NC CATCHBAS/N CRATE= 12.JI 1£=4.21 LCWD DWC. L -J R£!.(()V£ 49 CUP STORAI DRAIN LCWO owe. l-J REI.IA!N. OVE PORTION 50 12• CUP STOR!.I DRAIN (NOT FOUNO/AEWIOONED) lCWD owe C-J NOT FOUND/ABANDONED 51 J/4' ANO 1/2" PJ,t;' AIR l/NES lCWO owe. G-J RE!.(()VE PORTION • 52 8' 0/P F.M. lCWD owe. C-2 .t C-3 REI.IA!N 5J 8" SEWER EmUENT F££D UN£ lCWD owe. G-J REI.IA!N 54 3/4. PVC SUPPLY l/NE .t I /2' M CONTROi. LINE lCWD owe. G-J R£!.IA/N -fl.!JK~-61:f ± Jr~ £XISTNl CIIHIJ TO 8£ R9KMD ,. 1'11'( 'I;" CIIHIJ ~ CflT19 AT HIGHT lllHN I.AN£ CONSmUCT ,. M£ 'I;" CIIH8 ~ Cllf1EH i;' 'IJ· 4• A.C.MVEIIENT' fMH 5• AQ;: !MSC (/,/IN.) 55 56 57 58 59 60 61 62 63 64 65 66 SEWER M.H. Rl/,/=/2.68 IE.=3.48 lA COSTA PLAZA /1,/PROVEIIENT PLANS R£M41N SEWER M.H. Rl!.1=14.84 1£=2.JO lA COSTA PLAZA IMPROVEIIENT PLANS R£M41N-ADJUST R/1,/ TO NEW GRADE SEWER t.l.H. Rl/,/=15.01 /£=1.69 lA COSTA PLAZA IMPROVEIIENT PLANS REI.IA!N-ADJUST RIM TO NEW CRAOE SEWER t.l.H. RIU=/4.91 IE=6.4.J lA COSTA PLAZA IMPROVEIIENT PLANS REl,(()V£ SEWER t.l.H. RIU=l2.9J IE=-0.65 lA COSTA PLAZA IMPROVEIIENT PLANS R£M41N-ADJUST R/1,/ TO NEW GRAD£ SEWER t.l.H. RIM=14.J9 l£=5.01 lA COSTA PLAZA IMPROVEIIENT Pl.ANS REUOVE SEWER t.l.H. RIM=IJ.10 l£=6.14 lA COSTA PLAZA IMPROVEIIENT Pl.ANS RE!.IOVE SEWER t.l.H. RIM=/5.63 1£=0.4.J IUPROVE!.IENT Pl.ANS FOR lA COSTA GOI.F COURSE RE!.(()VE • SEWER M.H. RIM=/4.26 /£=1.16 /1,/PROVEMENT Pl.ANS FOR I.A COSTA CO/.F COURSE R£!.(()V£ • SEWER t.l.H. RIM=/4.60 IE=2.50 /1,/PROVEMENT PLANS FOR lA COSTA CO/.F COURSE R£!.IA/N CATCHBAS/N CRATE= 16.5 /£ = 15.5 NONE REUOVE CATCHBAS!N CRATE= 17.0 !£ = 16.1 NONE REl,(()V£ TYPICAL SECTION -lA COSTA A V£NU£ 61 CATCHBASIN CRATE= 16.8 IE= 15.1 NONE REl.fOVE 68 SEWER PIPE" LCWD EfflUENT STORAGE fi4CIUTY SITE Pl.AN REl,(()V£ • FOUND IN SUBSTANTIAL CONFORMANCE ____________ DATE: _______ _ MICHAEL J. HOLZMILLER PLANNING DIRECTOR RECOMMENDED BY: _______________ _ DATE: _______________ _ ____________ DATE: _______ _ By 808 WOJCIK, PRINCIPAL ENGINEER RECOMMENDE~Wt ,{~---~, (LOOKIN6 WEST) NOSCA/.£ 69 STORM ORAIN lCWD EFFZUENT STORAGE fi4C!UTY SITE PLAN 10 EXIST/NC ELECTRICAL l/NEH'ACH.ITY lCWD EFFZUENT STORAGE fi4CIUTY SITE PLAN 11 EXIST/NC GAS l/N£/fi4CIUTY LCWD EfflUENT STORAGE fi4Cll/TY SITE PLAN 12 EXIST/NC TELEPHONE UNE/t'AC/l/TY lCWD EfflUENT STORAGE fi4CILITY SITE PlAN 1J EXIST/NC CAB££ l/N£/fi4Cll/TY lCWO EfflUENT STORAGE fi4Cll/TY SITE PLAN 14 EXISTING FIRE HYDRANT 'EXIST/NC UTILITIES !.IAY BE ABANDONED IN Pl.ACE IF IN ACCORDANCE Wlllf THE SOILS ENC/NEER's ,t CITY's Fl£lO REC0/,/1,/D/fl,l,T/ONS. CONTRACTOR SHAll REl.fOVE EXIST/NC UTILITY IF 0££1,1£0 APPROPRIATE BY SOILS ENGINEER, AN? C/11- ESSt HEVIS/ON /7 .AJNE 21, 2002 HEVISION /6 APR/l 16, 2002 REVISION /5 !.IA Y 12. 1998 REVISION /4 FEBRUARY 6, 1998 REVISION /J NOVEMBER 1, 1991 HEVISION /2 SEPTEMBER 15, 1991 HEVISION '1 APRIL 1, 1991 R£!.(()V£ REUOVE/REl OCATE REl.fOVl'JR£lOCATE REl,(()v, /RELOCATE R£!.(()V£/RElOCATE RE!.IOVE SHEET 2 or 9 SHEETS .... DESIGNED BY: M.C., N.B. DATE: _ _BL 2002 BENCHMARK: 4693!5 09/YJ~ * CfVI\. 'c#;'t-??~, DRAWN BY: M,L,, ~-I!, SCALE: AS SHOWN DESCRIPTION: LOCATION: RECORDED: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. T-1307) INTERSECTION OF EL CAMINO REAL AND LA COSTA AVENUE COUNTY PRECISE LEVELS CA\_\~ ~QOO PASTEUR COURT Suite 100 Corlabad, California 92008 619-931-7700 Fcx:1519-931-8680 PROJECT MGR.· 111,C, JOB NO.: 96-103~ Civil Enginuring ENGINEER OF WORK: Pk1nnin9 C-eu ProceHing 01 -DATE:cf•/7-dZ Surveying © 1998 O'Day Consultants, Inc. ~-ELEVATION: 15.997 MARGM ,r ,N, CARROi.i. RCE: 46935 G1\JDBS\961033\9633T02.Dw'G 9-17 .. ·02 U11l148 <ll"I EST XREF: 9633TOO S££ SHEET No. 1 FOR PROPOSED STRIPING \ © 1998 O'Day Consultants, Inc. INLET APRON TYPE 'F' C. 8. ,Z~_,-::i--...:c..,.__ 8' LOW-R.OW STORM DRAIN O I.OX HtADWAI.L \._RIP-RAP 12' O/JT/.£T STOHl,i DRAIN O !.OX SCCTJQN i4-A' -DCTCNT(QN fMSJN IKJT TrJ SCALE 2' !O' DRIVEWAY 6' l/4R!6 BERM (~) i:I \If!;· T CATCHBASIN 6' Pl-t:' STORM DRAIN --------------7 PROP. RIP-RAP EXIST. GROUND_./ SCCTIQN 'B-s' IKJT TrJ SCALE S££ SH££T .NQm,· I. SEE SH£ET 2 FOH EASEJ/£NT TA8L£ 2. S££ SHEET 5 FOH EXISTING TREES. 3. SE£ SHEET 6 FOR PROPOSED 1/Tll/TIES. -I. S££ SHEET 1 FOH STRIPING PLAN. 5. S££ SH££!' 8 FOH PR£ll/.llNARY D£/.IOI.ITION PIAN. 4 6. GRAO!N~ SHOWN ON LOT 2 IS TO ROUGH GRAOE,EVATIONS ONLY. {APPROXII.IATELY I' BELOW FINISH SURFACE 7. SE£ SHED' 9 FOR LOT LIN£ OAlil ANO SITE LAYOUT .c 0/MENS/ONS ANO PARKING STRIPING. lti u,e tt BENCHMARK: DESCRIPTION: LOCATION: RECORDED: ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. T-1307) INTERSECTION OF EL CAMINO REAL AND LA COSTA AVENUE COUNTY PRECISE LEVELS 15.997 SCE C.T. SDP SUP SUP PUD #2 97-09 97-09 97-07 97-03 9 2 97-03 97-13 FOUND IN SUBSTANTIAL CONFORMANCE ___________ DATE: _______ _ MICHAEL J. HOLZMILLER PLANNING DIRECTOR RECOMMENDED BY: _______________ _ DATE: _______________ _ ' r:?~ DESIGNED BY: M.C., N.B. DATE: APRIL 2002 DRAWN BY: M.L,, N.8, SCALE: , •• 40' PROJECT MGR.· M,C, JOB NO.: 98-1033 s 5900 PASTEUR COURT StJit& 100 Carlsbod, Colifornio 92008 619-931-7700 Fax:619-931-8680 Civil Engineering ENGINEER DF WORK: Planning 11) c~ Proceseing DATE: 8-/7-{)2. Sul'\leying ~ N. CARROil RCE: 46935 G1\JDBS\%1033\9633T03,D\./G 8-17-02 11115•14 o.M EST XREF: 963.3FrMA, 9633MAP, 9633TOO, 9633TP, 9633UTL, 9633SITE, 96.JJGRD, 9633STR, 96337UTL, LCWOGRD G s:: ROS APN 216-122-23 ZONING: P-C GENERAL PLAN: 0-S LAND USE: BA 110/JITOS LAGOON APN 216-122-24 ZONING: P-C GENERAL PLAN: (0-S} LAND USE: lfJ2If; © 1998 O'Day Consultants, Inc. ALL CATCH 84SIN ANO INLETS TO rbl~ FOSSIL RLIFRS (POLLUTION CONTROL 0£>//CES} TO SATlSFY NPOES BEST IMNAGEIIFNT PRACTICE:s. NOT£$: I. S£E SHED' 2 roH FASFIIENT TABLE. 2. SFF SHFFT' 5 FOR FXISTlNG TRFE:s. J. SEE SHFFT' 6 FOR PROPOSFD Ulll/TIE:s. 4. S£E SHFEJ 8 FOR PRFLIIJll'MRY OEIJOLITION PLAN. 5. S£E SHFEJ 7 FOR STRIPING PLAN. 6. SEE SHFFT' 9 FOR LOT LINF llilTA & SITF LAYOUT 0//IFNSIONS AND PARKING STRIPING. Jk - -------------------------------------------------------------------- BENCHMARK: DESCRIPTION: LOCATION: RECORDED: ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. T-13O7) INTERSECTION OF EL CAMINO REAL AND LA COSTA AVENUE COUNTY PRECISE LEVELS 15.997 ESS/ 11 - • 46935,... I ot/:itl/03 * C,y11,~"f- C,,.LI~-;,,, 5900 PASTEUR COURT Suite 100 CarlebQd, Collfomia 92008 619-931-7700 Fo)(:619-931-8680 Civil Engineerfng Planning Processing Surveying 5 20' #2 97-09 97-09 97-07 97-03 97-02 97-03 97-13 40' 80' SCALE: 1" • 40' SHEET 4 or 9 SHEETS DESIGNED BY: M.C., N.8. DATE: APRIL 2002 DRAWN BY: M.L, N.B. PROJECT MGR: M,C, ENGINEER OF WORK: ()~( Qu, N. CARROLL SCALE: 1• • 40• JOB NO.: 98-1033 DATE: RCE: .(7, 0'2., 46935 G1\JOBS\961033\9633T04.D\./G 8-17-02 lMB:55 ClM EST XREF: 96JJFEAIA, 96JJCRO, 96JJAIAP, 96JJSTR, 96JJTOO, 963311', 96JJ/JTL, 96331/JTL, 96JJSITE I l ~'I ' .... J ', -l- o\ CC) ~ X /4, ,¢ 40 -----20' 80' SCALE: 1' • 40' NOT£: SCE C.T. SOP CUP SUP SUP PUD #2 97-09 97-09 97-07 97-03 97-02 97-03 97-13 AS Of APRIi. 16, 2002, ALL T!?E:ES HJIJ,E" arrN RE!.IOVED FROM THE SIT£ TR££ DATA TABLE DESCRIPTION REMAIN • • • • • • REMOVE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REMAIN REMOVE • • • • • • • • • • • • • • • • • • • • • ~~s 5900 PASTEUR COURT Civil Engineering Suite 100 Plannlng Carlabod, Colffornia 92008 Processing 619-931-7700 Surveying Fo)(:619-931-8680 DESCRIPTION VSPOSmON 84 12' 0/A BROAOlEAF REMOVE 85 10 0/A BROAOlEAF 86 24' 0/A PAUi 87 24 0/A PAUi 88 24" 0/A PAUi 89 14 0/A BROAOlEAF 90 9 OIA BROAOlEAF 91 8 OIA PINE FERN 92 8' 0/A PIN£ FERN 9J 5 OIA BROAOlEAF 94 9 OIA PIN£ FERN 95 6 OIA PINE FERN 96 8 0/A PINE FERN 97 8 OIA PINE FERN 98 6 OIA BROAOlEAF 99 5' 0/A PINE FERN • 100 6 OIA PINE FERN 101 8 0/A BOTTLE BRUSH 102 26 0/A PAUi • /OJ 6 0/A PINE FERN 104 6 OIA PINE FERN 105 8 0/A PINE FERN 106 15 0/A PINE FERN 107 18 0/A BOmE BRUSH • 108 10 0/A PINE FERN • 109 6 OIA BOTTLE BRUSH • /10 8 OIA PINE FERN • If/ 6 DIA BOTTLE BRUSH • /12 6 0/A PINE FERN • l!J 6 DIA BOTTLE BRUSH • /14 4 • DIA PINE FERN 115 8 0/A BOTTLE BRUSH 116 6" DIA PINE FERN 117 24 0/A PAUi 118 24 0/A PAUi 119 15 0/A BROAOlEAF 120 24 • 0/A 9 TRI.INK. BROAOlEAF 121 18 0/A BROAOlEAF 122 12 0/A BROADlEAF 123 12 • 0/A BROAOlEAF 124 J6 0/A 'MANY TRI.INKS BROAOlEAF 125 12 0/A BROAOlEAF 126 16 0/A PIN£ 127 6 0/A PIN£ 128 18 0/A JUNIPER 129 15 0/A PAUi 130 15 0/A PALU 131 15 0/A PIN£ • 132 18 0/A PIN£ 133 15 0/A PINE 134 JO' 0/A PIN£ 135 18 0/A PEPPER 136 18' 0/A PEPPER 137 24 DIA PEPPER 138 24 0/A PEPPER 139 18 0/A PEPPER 140 24' 0/A PIN£ 141 18 0/A PEPPER 142 24 0/A PINE 143 12• 0/A PEPPER 144 6 0/A PINE 145 12 0/A PEPPER 146 18 DIA PEPPER 147 18 • 0/A PEPPER 148 6 0/A PEPPER 149 8 0/A PINE 150 24 0/A EUCAl YPTIJS 151 12 0/A EUCAl YPTIJS 152 12 • 0/A PEPPER 153 4 • 0/A PEPPER 154 4 • 0/A PEPPER 155 6' DIA PEPPER 156 18 • DIA PEPPER 157 8 0/A PEPPER 158 8 0/A BROAOLEAF 159 4• 0/A BROAOLEAF 160 9' 0/A BROAOlEAF 161 24 • 0/A BROAOlEAF 162 6' 0/A BROAOLEAF 163 12 • 0/A PEPPER 164 8' 0/A PEPPER 165 8 0/A PIN£ FERN 166 5 • 0/A PINE FERN DESIGNED BY: M.C., N.B. DATE: APRIL 2002 DRAWN BY: !U., 1!,B, SCALE: Mo SHOWN PROJECT MGR: M,C, JOB NO.: 96-1033 E~EER OF WORK: ((_,U_ DATE: 3· /7 0 2.-- ~ET N. CARROl1. RCE: 46935 G1\JDBS\%1033\9633T05.Dw'U 8-11-02 11'24110 O.M EST XREF.• .9filD&1P, 96.JJ7P, 96JJroO, 96JJSrH ~ 0 ~ ~ ~ ~ tf ~~ ~ -B .....c <..5' -<:s' I _j "'\\ \ ~ 0 ~ z. N 76'46'o4. E(R} 18.00' © 1998 O'Day Consultants, Inc. :fX§l "26'18"W . CD REMOVE EXIST7NC UT7LIT7ES i EX/ST7NG . CONT1?0/. 8/JILOINC .. I co I EXIST. 12" GRA V!TY SEWER -----------7 -...... 5·· ····---··-··-·········· 8" SEWER __ ____ --·+-····· ••~•--s•w ••-~••"" -·""""""'""••.---••• ---,~EXIST7NG R.OW EQUALIZATION W4LVE W4ULT ___ --,.. RELOCATE CONDUIT rt WIRE W/ NEW PULL BOXES AS NECESS4RY \ EXISTlNG . ... EXtSCf!NGI CHEMICAL CHEMICAL STORAGE FEED I TANKS BLOG. ,.,...,,.-(}-,'- / EXIST7NG \ ( PRIMARY \- \. CLARIRER ~u§] "-, .A/ ---~-----'{:!>' ELEVATION: 15.997 EXIST!NC SOIL RUFR BEi) ,--· J- I I I I I I I I I ,rf-' L£G£ND: SCE #2 97-09 C.T. 97-09 SDP 97-07 CUP 97-03 SUP 97-02 SUP 97-03 PUD 97-13 ELECTRICAL TRANSFORUER ......................... C8j DETECTOR CHE:CK VALi-£ ASSEMBLY ................... o-o OOUESTIC WATFR SERVICE. . . . . . . . . . . . . . . . . . . . . . . . . @) PRIVATE: FIRE LANE LOCATION ...................... -® SEWER LA7l7i'AL 4: 6" .......................... -<s) GAS SERVICE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --@ TELEPHONE ScRVICE. . . . . . . . . . . . . . . . . . . . . . . . . . . . -<I) ELECTRIC SERVICE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --<t) .J:IQJI· SEE COOPER L!GHT7NC PHOTOMETRIC PLAN FOR PARK/NC LOT LIGHT LOCATIONS. NQTfS; /. SEE SHEET 2 FOR EASEMENT TABLE. 2. SEE SHm 5 FOR EXIST7NG TREES. J. SEE SHEETS J ANO 4 FOR GRAO/NC ANO DRAINAGE PLAN. 4. SEE SHEET 8 FOR PRELIMINARY OE!.IOlJTION PIAN. 5. SEE SHEET 1 FOR STRIP/NC PLAN. .J:IQJI· ALL CATCH Bl.SINS ANO INLETS WITHIN PARKING AREAS TO fblVE FOSSIL RL TERS, (POLLUTION CONT1?0/. OEV/CES TO S4T7SFY NPfJES BEST MANAGEMENT PRACT7CES) ALL srGRU DHAINS SHOWN ARE PHIVATE: ALL SEWER MAINS SHOWN ARE PUBLIC ALL WATE:R UAINS SHOWN ARE PUBLIC 5 20' SCALE: 1" = 40' FOUND IN SUBSTANTIAL CONFORMANCE ___________ DATE: _____ _ MICHAEL J. HOLZMILLER PLANNING DIRECTOR RECOMMENDED BY: ____________ _ DATE: ____________ _ 80' ffEV!S10N /1 .HINE 21. 2002 ffEV!S10N /6 APRIi. 16, 2002 REV!S10N /5 MAY 12, 1998 REV!S10N µ FEBRUARY 6, 1998 REVIS10N /J NOVEMBER 1, 1991 REVISION /2 SEPTEMBER 15, 1997 PRELIMINARY UTILITY PLANS SHEET 6 or 9 SHEETS REVISION APRIL 7, 1991 5900 PASTEUR COURT Suite 100 Car1sbcd, C<1llfornlc 92008 619-931-7700 Fo)(:619-931-8680 Civil Engineering Planning Proceeelng Surveying DESIGNED BY: M.C., N.B. DATE: APRIL 2002 DRAWN BY: M.l., N.B. SCALE: 1' • 10' PROJECT MGR.· M,C, JOB NO.:. 98-1033 ENGINEER OF WORK: O1\TE: g. /7-O 2... RCE: 469315 G1\JDBS\961033\9633T06.D'w'G 8-17-02 11139138 UM EST XREF; 9633MAP, 963.31"00, 9633UTL, 9633STR, 9633SITE, 96337UTL ------------------------------------------------------- -I -------------------1-~ -------r-1 ---------I ------I ---------- I I © 1998 O'Day Consultants, Inc. -------- 270' IJ()' T!?ANSITION TIJHNING M01£11£NTS AllOWEa· 1) RIGHT IN 2} RIGHT (}IJT RW ~~l;-'-~-,~iiiii;;;;;;;-iir 40' 5 20' 80' SCALE: 1 • s 40' LOT 2 50' J70' LOT 5 50' I N.C.T.D. BVS STOP MTH SHELTER 22' I ! I I l 22' \ ~ ---r Tl/RN/NG MOl>tAIE'NTS AllOWE'D: 1) RIGHT IN LOT 3 ..... 2) RIGHT (}IJT J) LEFT IN SUBDIVISION 8(}1JNDARY :::::----·---,------..... ::::: -------=------... ..... ::::: RAISED MEDIAN \ \ LOT 5 505' LOT 4 220' Tl?ANSJl10N -RW 15"+00 --~~ I ----4 I .... -;c.....+--!I ----...;:::----·~ ~~--.,./ -+--_ ..... _.-_-=---i~.-.... ~~;i[R/J-~~ = =---Ef&f~~; =---=::) I I A /11-+-, - 7' '2' 112' f. ' f: I I ~ 1l \50-\-0 80' SCE #2 97-09 C.T. 97-09 SOP 97-07 CUP 97-03 SUP 97-02 SUP 97-03 PUD 97-13 FOUND IN SUBSTANTIAL CONFORMANCE __________ DATE: ______ _ MICHAEL J. HOLZMILLER PLANNING DIRECTOR RECOMMENDED BY: _____________ _ DATE: _____________ _ __________ DATE: ______ _ By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDED BY: _G~, • DATE: ' =-c>/0 <-- • •••~•m"'-•••-'"","'" '> -------·-·-·••'•·"-··· -.---"-· ·c·c O" ~ jl i ! .'!' .J' /' EXIST7NG :4 ... . .. , .... ,.,,,,~ ~ _, .. ],)IT" '· ... -s -1n 154,+00 - "' PLAN -fl CAMINO R£.4L NOTES: 1. SEE SHEET 2 FOR tASEMENT li48/.£. ,1 s:, / 1 I INT£RSECT7~. I _ TEMP. STRIPING J,1 -...,. 1 / : r _······~·--_ ---·--_-_-_ ~=-= =·=-==·=;-·/fl ~ / ____ -~'.! ~ ~ __ .... +,- ,;;c;::;"-'":': •" ' ----~--i---~ -.: '-. , _,,-,_7 .,,,,. 1 J )'"-, ' -M RW FIJTl/RE CURB 6' I ts1 /,I , , /1 1 I I J I I I f R£V/SJON 17 JUN£ 21, 2002 PRELIMINARY STRIPING PLAN R£1//SION /6 APRH. 16, 2002 BENCHMARK; DESCRIPTION: LOCATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. T-1307) ESS 48935 09/JJ)/03 * =V~l~~'t- r:»,\.I~;,, REI/IS/ON /,5, MAY 12, 1998 REVISION µ FEBRUARY 6, 1998 REI/IS/ON /J NOVEMBER 1. 1991 REVISION /2 SEPTEMBER 15, 1991 REI/IS/ON /1 APRIL 1. 1997 SHEET 7 OF 9 SHEETS DESIGNED BY: 11.C,, N.B. DATE: APRIL 2002 DR"-WN BY: 11,L,, N.B. SCALE: 1 • • 40• PROJECT MGR._· .. w.,..c, __ JOB NO.: 98-1033 ENGINEER OF WORK: 2. SEE SHEET 5 FOR EXISTING TREES. J: SEE SHEET 6 FOR PROP.OS[[) /JT/L/TIES. 4. SEE SHEET 7 FOR PREI.IMINARY DEMOI.IT70N Pl.AN. .l'uc -RECORDED: ELEVATION: INTERSECTION OF EL CAMINO REAL AND LA COSTA AVENUE COUNTY PRECISE LEVELS 15.997 ~900 PASTEUR COURT Suite 100 C!lrlabod, Callfornia 92008 619-931-7700 F"011:619-931-8680 Clvll Engfneerlng Planning Procetising Surveying Cw N. CARROLL DATE: ls'-( 7 O RCE: 49935 G•\JDBS\961033\9633T07 D\./G 8-17-02 111461?6 o.M EST XREF; 96.3JIAAP, 96.3JT00, 963.3TP, 9633STR \; ~ ~ ~ (./') ~ m ~ ~ ("> ~ ~ _s:::, f ~ 0 \ " a, I _s::, _s:, 0 2-. ___ r·ct·-,,--01v1 IT EXIST/NC EXIST/NC X (\ I CHEMICAL CHEi,i/CAL O I _j J I STORAGE FEll) ,, ,:;; j TANKS 81.0G. ] EXIST/NC MAINTENANCE 81/llOINC .-----·:;__:;;, X 7" X 76 " ·--· . ~··-····-, K~~:P . ., __ , . .,., -··· .. _,,,, © 1998 O'Day Consultants, Inc. ELEVATION: 15.997 SCE C.T. SOP CUP SUP SUP PUD #2 97-09 97-09 97-07 97-03 97-02 97-03 97-13 FOUND IN SUBSTANTIAL CONFORMANCE __________ DATE: ______ _ MICHAEL J. HOllMILLER PLANNING DIRECTOR RECOMMENDED BY: _____________ _ DATE: _____________ _ ___________ DATE: ______ _ By BOB WOJCIK, PRINCIPAL ENGINEER . RECOMMENDED BY:_,,_~.--, DATE: NOTES: 1. SEE SHEET 2 FOR TABLE OF EXIST/NC IJTlllTIES. ANO DISPOSITION. 2. SEE SHEETS 3 It ,I FOR CRAOINC ANO ORAINl<CE. J. SEE SHEET 5 FOR £)(/ST/NC TREES. -I. SEE SHEET 6 FOR PROPOSBJ 1/Tllll/ES. 5. SEE SHEET 7 FOR STRIP/NC PLAN. 6. AS OF 4-16-02, £)(/ST/NC BIJILOINCS SHOWN AS TO 8£ IIEMOVE:O HAVE BEEN REUOVEO. o· 10· 40• ---f' 20· --80' SCALE: 1 • • 40' PRELIMINARY 0£MOLITION PLANS RE'v1SION p .11./NE 21, 2002 RE'v1SION /6 APRIL 16, 2002 REVISION I§ MAY 12, 1998 REVISION µ f[BRIJARY 6, 1998 REVISION #J NOVEIIBER 7, 1997 REVISION /2 SEPTEIJBER 15, 1997 REVISION /1 APRIL 1, 1997 SHEET 8 or 9 SHEETS g~s DESIGNED BY: M.C., N.B. DATE: APRIL 2002 DRAWN BY: M.L, ~-B, SCALE: 1· • 40• PROJECT MGR.· M,C, JOB NO.: 96-1033 ~900 PASTEUR COURT Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~~ Cor1!1bod, California 92008 Proces!ling g./7.02. 619-931-7700 Surveying Fax:619-931-8680 DATE: RCE: 46935 ... -----------------------------------------------------------------------------------------------------------------""11!!!,""J \ \ XREf: 96337UTL, 9633M4P, 963JT00, 9633UTL. 96331P \ \ ~ Q-., tl:i <::), <::::, ' '--'- \ ©1998 O'Day l ~ l:o,: I"- \ R/W 5J' \ \ 20· t> II ~ ~ ~ • ~ ~ I" ;:;._ 'ii -• 'i:! ti;_ \ \ \ \ \ • 00'59'11' \ = 2937.00' 5a56' \ Consultants, \c. g' TYP, LOT LINE A= 5J10'o4' R = 26.82-' _,,, L • 24.89' l::,. J9'00'f9' R " 29.95, L ., 20.J9 JO' l "' ® ,.,._ -al g' 5 17, 44 ---------1\ \ \ \ 9 \ \ \ \ \ \o UN£ I •--" j 9' NB118.'0~j,9 24, Nf9'35't8'W 1 J9.2t' LOT UN£ 00 f:::. = (),l'J9'56" R = 260.00' L = 21.17' f:::. = 5115'00" R • 25.00' L = 22.36' 65,96' JO' 6' 20 24' g' 72' 24' g' 9 t 'f,~ """' t,. = OJ'OJ'25' R • 310.00' ~~ L • 16.54' --• 'Ii. 128.84' --0 --'-1. 44, 5' LOT UN£ 20;,,or ----- - 9 ® 90' 9' b. = 08'41'~· --~ R = 310.00' L = 47.05' D. • 11'45'/J' R • 310.00' L • 63.59' - 42' \ \ \ so~'S ,&.t.BERT G sEE pt.A~s etJIL.D1~TlJRAI.. ,&.RC~1TE CD I I I 9YTYP) N8!_.'0919"£ 1:,.'50' '-'"L., I 33.12 ~- -..r LA g' EXISTING L CHfJ BLOG. ---- 9 , ~ (J) 1>\ 24' COSTA AV£. \ \ \ ~.A_ \ \ \ \ \ ... N89'26'18'W ------- 9' - 29.76' M9.92' 341.79' ---------- • ® RECORDED: ELEVATION: 65.01' -- / / NOO'JJ'42"E: 16.72' / / XREF: 9633G, 9633SITE, 9633MAP, 963JSTR ~· 40' 5 20' SCE C.T. SDP CUP SUP SUP PUD 80' SCALE: 1 " = 40' BENCHMARK: #2 97-09 97-09 97-07 97-03 97-02 97-03 97-13 DESCRIPTION: BRASS DISC IN 'rlfll MONUMENT (S.O. CO. CONTROL PT. T-1307} LOCATION: !NlfRS£CT/ON OF EL CAMINO REAL ANO LA COSTA A W':NUE RECORD FROI.!: COUNTY PRECISE LEW':LS ELEVATION: 15.997 FOUND IN SUBSTANTIAL CONFORMANCE ___________ DATE: ______ _ MICHAEL J. HOLZMILLER PLANNING DIRECTOR RECOMMENDED BY: ______________ _ DATE: ______________ _ ___________ DATE: ______ _ By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDED BY: DATE: ffl1S/ON /7 JUN£ 21, 2002 REl1S/ON /6 APRIL 16, 2002 REl1S/ON /5 AIAY 12, 1998 REl1S/ON µ FEBRUARY 6, 1998 REl1S/ON /3 NO'.f:M8ER 7, 1997 /fEl1S/ON /2 SEPlfM8ER 15, 1997 REl1S/ON /1 APRIL 7. 1997 SHEET 9 OF' 9 SHEETS • ~:~, DESIGNED BY: M.C., N.B. DATE: APRIL 2002 DRAWN BY: M.L, N.B. SCALE: AS SHOWN PROJECT MGR.· M.C. JOB NO.: !!a-1033 5900 PASTEUR COURT Civil Engineering ENGINEER OF WORK: Suite 100 Planning C<:lrlebod, California 92008 Proce,111ing 7U '1 (L,u_ 619-931-7700 Surveying DATE: 3'• ( 7-O 1-Fax:519-931-B6f!0 MARGAAIITI N. CARROLL RCE: 48935