Loading...
HomeMy WebLinkAboutPUD 01-07; CALAVERA HILLS VILLAGE X; Site Plan\ VICINITY MAPNO SCALE NOT TO S�AI F ti 'I /; 1 , / ,, ,; l\,"" ii /OT LIN£ MAP TO ILLUSTRATE REMAINDER PARCEL SCALE: 1 • -1000' ( I 5' MIN � 5' MIN �1� <::, -�__, J' MIN---t----+------+-+-J' MIN ) CURB & GUTTER TYPICAL LOT DRAINAGE DETAIL NO SCALE GENERAL NOTES: ASSESSOR'S PARCEL NO. s .................... 168-IH0-29, l6/J-050-27 EXISTING ZONING . • .. .. .. .. .. .. • .. .. .. .. • .. . . PC {PER CALA.lf7i'A Hit.LS MASTER PLAN A/1£N!J/1£NT /IP-l50(H}} ::;s; :;: PLAN.�A·;�· ••••••• : • . • . • . • . • . • :: :;:lJlf7i'A HlllS MASTER PLANA/1£NIJAl£NT IIP-150(H)} PROPOSED GENERAL PLAN OESIGNA 7/0N ..•... NO CHANGE £ARTHIWJRK ................................... (SEE GRADING !ANAL YSIS} SCHOOi. 0/STRICT . .. .. .. .. .. .. .. .. .. .. .. .. .. . . CARLSBAD UN/nm SCHIXX. 0/STRICT WA lFR /J/STRICT ....•.•.••.........•........... CARLSBAD /IIJNICIPAl WA lFR 0/STRICT S£l£R DISTRICT ....•.•.••.......•.•.....••••.. CITY OF CARLSIJAO A lf7i'AGl" DAil y TRAmc ...................... 1150 roTAl ACRES ................................. 52.5 NET 0£',UOPABLE ACRES .......................... 25.1 CM'ttD LOTS .................................... 1 HESIIJENT/AL LOTS ............................. 115 RECR£Al/ON LOTS ............................. 2 OPEN SPACE LOTS .. .. .. .. • .. .. .. .. .. . .. .. . .. . . 1 H. QA. MAINTENANCE LOTS ........................ 5 17}TAl NllllB£R OF LOTS ......................... 124 Nl.lll8ER OF LIN/TS ..........................• 115 DENSITY ....................................... -1.6 OU/ NET ACRE TOPOGRAPHIC SOURCE •..•....•.......•.•..... SAN-LO AERIAL Sllli'V£Y.S' DA TF:O: JANUARY 11. 1999 AND GRADING PLAN DHG J!J0-9A PARKING SUMMARY: 8f0/JIR£D PROPOSED PARKING: 2 x 115 OU a 2JO 11SITOR PARKING: 5+ (115 OU -10 ) � J2 I 4 7--17}TAL: 262 GRADING ANALYSIS: CIJT.• 60,000 C. Y. ALL· 60,000 C. Y. EXPORT.· D C. Y. NOTF: I.THESE QUANT/l/£S DO NOT /Na//0£ SHRINKAGEOR EXPANSION OR /?£MED/Al GRADING OUANT/7/£5. UNIT SUMMARY: /JNIT T'tP£ 1 /JNIT T'tP£ 1Z l/NIT T'tP£ 2 /JNIT T'tP£ J TOTAL NOTE!! 10 20 J9 46 115 276 IJ5 411 ELECTRONIC DATA Fl/.£S ARE FOi? R£Fm£NC£ ONLYANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR ',fRllCAL SURVEY CONTROL ©2003 O'Day Consultants, Inc. o· so·200' 100' SCALE: 1" = 200' I I I I I 1 I \'/ f. 400' 119 H. QA. OPEN SPACE \ .\ '(� I I I I // I I I I I I . ' KEY MAP SCALE: 1 • • 200' BOUNDARY DATA NO) DELTA/BEARING RADIUS LENGTH I N 36'27'08" W 185.80' 2 6. = 19'35'39" 1400.00' 418.78' 3 N 16"51 '29" W 870.62' 4 6. = 15"41'38" 1400.00' 383.47' 5 N 89'25'37" W 2011.41' 6 N 01 "42'35" E 610.00' 7 N 2315'05" W 720.09' 8 N 7815'18" W 319.86' 9 N 48'43'.34" W 385.0.T 10 N 48WJ'23" E 250.05' 11 N 8171'29" W 209.89' 12 N 69V9'44" W 45.54' 13 N 18V1'22" W 66.58' 14 N 25"2 7'01 • W 109.1 / 15 6. = 48"53'51 •48.00' 40.96' 16 N 2976'25" E 890.39' EASEMENTS: [I] [II 150' MCTRICITY TRANS/IISSION £ASE/IENT TO Sf)Ctt£ R£CORfJ£!) Ml£ 1,195J IN BOOK #174, PAGE 143 OF OFF/C/Al RECORDS. 20' TREE lRI/IIIING EASEJl£NT TO SDGM R£C0Rf)£0 .A/NE 1. 195J INBOOK 4874, PAGE 143 OF Off/C/AL RECORDS. AN £AS£/IEJIT FOi? CABLE m£1,fS/ON FACIUT/£S AND INCIDENTAL PIJRPOSfS IN FA H:W OF DANIELS CABl.£1.1S/ON INC., RECOR{)£{) SEPTF/18£R 26, 1990 AS Fil£ No. 90-526/H6 OF OFFICIAL R£COROS. THE ROI/TE OR LOCA 7/0N CANNOT8£ 0£TFRIIIN£0 fROII SAID INSTRUMENT. SEWER/WATER: • PEAK POTA8/.E WA lFR IJEIIAND = 1500 GPM 0/JT OF EACH fTR£ H'IVRANTA !Oi'AGE POTA81£ WA lFR IJEIIAND = JS.9-1 GP/I PEAK IRR/GAT/ON WATER 0£/IANO � 100 GPM A !Oi'AGE S£'MJ? DE/IANO = 0. 00022 /IGIJ LEGAL DESCRIPTION: A S/J80/11S70N OF A PORTION OF LOT v; r' ANO 'J' OF TH£ RANCHO AGUA HEDIONOA, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAJJFORN/A, ACCORDING TO THE PART/7/0N /IAP THEREOF No. 82J, fll.£0 IN THE Off/CE OF THE COUNTY RECORDER OF SA/0 COUNTY ON NOVE/IBER 16, 1896. ALS{) KNOIW AS LOT 1 OF C. T. 00-02. FLOOD ZONE DESIGNATION ZONE X -0/JTS/OE 500 l'fAR flOOO PLAIN (SEE flOOO INSURANCE RAT£ IIAP, C0/111/JNITY-PANEL NU/IBER 0602850766F DA TEO .A/NE 19, 1997} OWNER/DEVELOPER: " CALA ITT'A Hit.LS H, llC A CALIFORNIA LIii/TEO LIABH.ITY CO/IPANY2727 HOOlf7i' AVENUE NA 7/0NAL CITY, CA 91950 (619) JJ6-J67J BY: /lc/lH.llN CO/IPANIES, llC A DELAWARE LIii/Tm LIABILITY CO/IPANYITS: /IANAGER ✓;.· TI::R� ITS: VYf• ter: /1.,,V ITS: -��"-;-'<-L------ CIVIL ENGINEER/LAND SURVEYOR: • ODAY CONS/Jl TANTS, INC. 5900 PASTEUf/ COURT, SIJITE 100CARLSBAD, CA. 92008 (160} 931-7700 BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINEllfl.l MONUMENT LOCATION: C£NTFRI.INE OF El CAIi/NO REAL AT £NC!N££R'S STA 7/0N -15-f+92PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£',US (Na COUNTY lf7i'T.CONTROi. DATA} ELEVATION: 68.479 DA 'TIJl,I: ll.S.C. .t G.S: SHEET 1 OF 6 SHEETS P.U.D.01-07C.T.01-06 P.U.JJ.FOR CA.LAVERA VILLAGE LEGE'ND: HILLS A'"' st/80/VISYCJlol BCJI. INOARY . . . . . . . . • . • . . . • . . . . . . • . • . . . . . . • . . . • . • . ------- PROPOSFO LOT 'IN£ ........................................ . LOT NIJMBER .. ' ...................... , .................... . UNIT TW£ PROPOSFO PAD ELF.VA 7/0N ................................... .PROPOSt1J CONiOIJRS . .. .................................. . EXIST/NG CONTO'lRS ....................................... . EXISTING WA lFR /IAIN ...................................... . EXISTING 8/.0W-OFF VALVE .................................. . EXISTING MANI/Al AIR RE/.£ASE VAL VE ........................ . et) 126.7 -16...0 26'0·· ---W--- ------41-----··-·· EXIST/NG S£Hm MAIN .t A.H. ................................ . z.l- ----- ----S -- EXISTING SEHm FORCE MAIN .t A.H. .......................... . EXISTING STOR/1 DRAIN ..................................... . EXIST/NG ARE H 'IVRANT . .. .. . .. .. .. .. .. • .. .. .. .. .. .. .. .. . .. . EXISTING STRrr;· UGHT ..................................... . 0----:rJ (}P PROPOSl.V HANUCAP RA/IP .................................. . PROPOSl.V OR/f,f 'WAY APPROACH .............................. . J l PROPOSl.V CONCRETF CROSS-GUTTFR .......................... . � .. . ,.� PROPOSED VIS/mR PARK/NC .................................. . PROPOS£D SOIJl,OWAll ..•.•.•...•.•..........•.•............. PROPOSED RETA, 'II/NG WALL ...•..•••..•.•••.................... C:}o°Flt.!/J/ffJ,/2:1 IIAX) ................................. . GRADEO SWALF. ............................................ . l.f' l.f' PROPOSEO REC/. 4111£0 WA T£R /IAIN. .. .. .. • .. .. .. .. .. .. .. .. .. • • PROPOSEO WA Tl. 'R /IAIN . .. .. • .. .. .. .. .. .. • .. .. .. .. .. .. .. • .. • PROPOSED ARE lf'tVRANT . .. • .. .. .. .. .. .. • .. .. .. .. .. .. .. .. • • ----RW----- ----w---- -I PROPOSED SEMT? /IAIN .t A.H. . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . ---S---c---G­ PROPOSEO STO!t1i DRAIN .t c.a...............................= ='J!J:= =fl= =Sil:= PROPOSEO C/JRI.' INLF.T. . • . . • .. .. .. .. .. .. .. .. . .. . . . . .. • .. . . . . . - - � ---t11 PROPOSED PRIW TE ARl."A DRAINS. .. .. .. .. .. .. .. . .. .. .. • .. .. .. . PROPOSl.V STRE,:T LIGHT .................................... . --ti SIGHT D!.,TANCE. .. . • .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. . . • .. .. .. • _ ---� ---- SI.()!'£ SE:TBACK COMPLIANCE l!NE •• , •.•.•••• ,.,.,............ •____ .,.-------- REAR YARD Rl."C.'?EA 7/0N AREA MP-150(1f} SECilON 1111(8}(2}(j) PROPOSEO STREIT SIGNAL REl1SEO: 0£(Il'/JER, 2002 REVISED: OCT06fR 4 2002REV/SEO: AUGIJtT 2.J; 2002RH1SED: APRIL 4 2002 REV/SEO: JANIJAl?Y ,5; 2001 DAT£ Of" PREPA.�Al/ON: JANUARY 21, 2000 C�:�TS 2710 Loker /venue Weet Cl11lt Engineering S•Jite 100 Pl□nning P. IJ.O. for Vlll.AC£ �•SH££T 1 OF 6 SH££TS DESIGNED BY: __ J(.1-1., _,J,E,_ DATE: _JAN, iOOQ__ i DRAWN BY: J.S.. K.F., N.C. SCALE: l,S SHOWN_ ' PROJECT MGR.�H. JOB NO.: 98-1020 ! ENGINEER OF WORK 760 -931-7700 Surveying I/ .J...I /;/ i_J J / Cnrlaborl, Calif< mia 97008 Processing :f. Fa,c 760 -931-8680 � ,!JV -DATE: 7{ J!/@J OdoyOOdoyconrnltants.com KEn'H HANSENf RCE: 60223 -----------'--'--='-'--''-'--'"'--'---------'-==-'----" ( \.,l.1'.J,\l'l<U\CJWO/!l\l.W'.",\/,/,I 1\\111�1\ �)UXl'(1·II·1\f/(, 1 /L )(!11.·, �< "':,11 urri >:l<il·C: !l�:•DMA'; YH� Ix; !lil'.10�1'; 98/llA'.;lll; 98/ll l'l::\--,1,; !'lfJ?OViITT CITY Of' OCEANS/0£ HIGHWAY SITE \ I 7 I . t_,J I MIERE PLAN \ I i I \ ( , / .... _ .. f24: · .. CENENAl Pl.AN OPEN SPACE p I I I I /..·/ ·, I / .. '-'· .\ \ j 'y I '!/'. If fr·'.""" i:. /)~,. '" -·· ff.Ofp~ ~ . . . ---.-,,, ,..:;::·:/~:---~1~-~~~-----"··-r-l .. _ rr ___ ,L_ . 82 8J 101 ioe 48 -11 ,#6 32JJJ,tJ5J6J7 ' \ \ \,\ \ ' \ \., 7\ \ '\ y \ ',' ' \ t. T' m ' ', \ r-"" \' I ~ \\ I . '. i I ~;+-<(ji l<' ,· ., ' I I I I I / / ' ' ( l \ . i ' • -SD . ~) -,, w.w - --------------------· ...,,, _________________________________________________________________________________________________ , __ , _________________________ .. _ MASTER Pl.AN COMPLIANCE TABLE I MIN. X NET 81/flfJING SlDEYAR!J TrJTAl , I 2 STrJHY SIO£YARl • ARCH. ELEUENTS SETBACIC S/0£ BY SID£, PRIVA T£ BUlllJING PAu COi/RT-BALfXMY LOT I L.0T SIZE' PAO ARF◄ Pt.AN STrJRIES HEJCHT' Sl:7BACKS !-~=+=====Is-•=··-------,~.,.,,...,..,,...,,,' ----••-_..,_,,...,.,.,.,,,,_...,,, ,---+----+------ '";IC"'"•=•• ' I 7,39.J 4,869 25 2.J'-.97, R ,11;-l=/3 JO' i NO 18'x18' 1,882 .J9% 1---+----+-------+----4-··-+--·---------> -----+----+- 2 6.961 5,022 2S 24'-.17, ~=5;• l=/7" ?2' N1; f8'xf8' 1,978 39% ···--·-· --+----'--+----- REC. AH£A' COJfi'i'AGf COJfi'i'AGl · YAII!} if'S CY'T -· ---· .... -··-------·- if'S RE0'O NO CY'T 3 26.050 /f,384 ' 2S 23'-.97, R=5;-l=1J' 78' NO f8'xf8' 1,882 11% ·····-·+------+---+----f---+--+--- 4 9,849 5,301 11 R2S 21'-r' R=6.7;• l=6' • 127' NO l5'xl8' 2,084 39% 'IFS NO ------·-_____ ,, ______ -----,----------- 5 8,307 5,275 .J 2S 2.J'-97, R=S.8;• L=5' 10.8' NO 18'xl8' 1,882 36% NO CY'T 1---+----+---f----+--- 6 7,149 5,115 I SS ' 16'-./" R=7,· l=5' 12' NO 15'xl5' 2,06./ 36% if'S NO -1------'--------------------------...... /f'S RE0'O 1 7,111 6.581 2 2S 2./'-,JY, R=9:· l=5' N' NO 18'x18' 1,918 30% l---+----+---1---+---·+·-----··--'--+-----+----+---------------------ji------+----+--+--- 8 6.914 6.914 J 2S , ?J'-.97, R=9;• l=5' 14' NO 18'xl8' 1,882 21% if'S CY'T 1---+----+---f---+-------I--.. ·-----.. ______ ., __ _ 9 6.415 6../15 2 2S 24'-.17, R=7;• l=5' 12' NO 18'xl8' 1,918 31% YES RE0'O 10 5,943 5,943 IZ R2S 21'-t" R=s;-l=5' 10' NO f5'x18' 2,084 35% NO NO II 5,705 5,105 2 2S 24'-37, R=·7,· L=5' 12' NO 18'xf8' I, 918 35X 'IFS RE0'O ----L-------+----11---+----1-----+-----+------+------+----+-----l----+---+---l 12 6.627 5,203 J 2S 23'-97, R=5;• l=/7 22' NO 18'xl8' 1,882 36% NO CY'T .... --------+----+-------+-----+-----1-----l----j---l 13 7,068 6.617 2 2S 24'-37, R=26:· l=5' JI' NO 18'xl8' 1,918 30% YES RE0'O l---+----+---f---+----1------____ J_ _____ --__ _,__ • --·--· +-------+-----1-----+---+---+-----l 14 5,546 4,865 I SS 16'-f" R=/4;• .l=5' 19' NO 15'xl5' 2,064 42% NO NO l---+----+---1---+----+-----+-----+-----j-----___ ,_ -------·----+----t-----j~--1-----1 15 4,999 4,365 J 2S 23'-.9}; R=/4; l=5' 19' if'S (19' l) 18'xl8' 1,192 4/X if'S NO 16 4,943 4,316 2 2S 24'-37, R=•/4;-l=5' 19' if'S (/9' R) 18'xl8' 1,918 46X YES RE0'O --------------------------+---l-----1---'-"--+------1----1-------+-----1-----+---+---+-----l 17 4,954 4,308 IZ R2S 21•-r• R=14;• l=5' 19' NO 15'xl8' 2,084 48X YES NO -------+------+--------1----+--------···---.. -· --------- 18 5,001 4,69.J J 2S 23'-9}; R=14;• l=5' 19' NO 18'xl8' 1,882 40X NO OPT 19 5,256 4,640 I SS /6'--1• R=U.;• l=5' 19' NO 15'xl5' 2,064 44% ITT NO l---+----+---t---+----+-----+-----1------1-+' ____ ___,_ ___ _, _____ "'---11------+---+---l 20 5,323 4,973 2 2S 2./'-·37, R=N;• l=5' 19' NO IB'x/8' 1,918 38% YES RE0'O l---+----+---1---+----+-------+-----+-----j------+----+----·-•""" --+---+-----l 21 5,092 4,431 J 2S 23'-9}; R=14;-l=5' 19' >1:S (18' L) IB'x/8' 1,192 ./0% 1----+--·---l----+---+----+---~--ji------+---+-t-------ji------l-----+--'IFS _,__ _ _, NO 22 5,306 4,980 2 2S 2./'-37, R=1J;• .l=5' 18' , YES (18' R) IB'x/8' 1,918 WX YES RE0'O ·----l-----l---+---+-----1----'.::.__--1------1-----1-----'--'---1----l-----+--··--+-- 23 5,752 5,152 J 2S 23'-9}; R=-B:· l=9' /7' YES (17 l) 18'xl8' 1,882 JJX NO OPT 24 5,783 5,183 2 2S 24'-37, R=9:· l=5' 14' YES (17' R) 18'x18' 1,918 34X 'IFS REO'O 25 5,985 5,985 IZ R2S 21'-1' R=/1;• l=5' 22' 1 NO 15'xl8' 2,084 3./X 'IFS NO _ _,_ __ _,__ 26 5,012 .5,012 J 2S 24'-37, R=II;• L=5' 16' ' ITT {14' l) 18'xl8' 1,882 38% YES CY'T 1----+----+---f-----------+--------···-"----··--·------- NO CY'T 27 5,036 5,036 J 2S 23'-97, R=9;• L=5' 14' , if'S (/.I' R) l8'xl8' 1,882 31% ----··--+-+------+----+----1-----+--+----t ' 28 5,038 5,038 I SS 16'-,1" R=7'; L=5' 12' : NO l5'xl5' Z064 41% NO NO YES REO'O 29 4,934 4,934 2 2S 24'-37, R=5;• L=5' 10' NO IB'x/8' 1,918 40% ···-·--1----11----- JO 4,684 4,684 2 2S 24'-37, R=S;• l=5' 10' i NO l8'x18' 1,911 41% >1:S NO JI 4,515 4,515 J 2S 23'-9}; R=•S.5;• l=5' to.5' NO l8'xl8' 1,792 39X NO NO 32 4,484 4,484 2X 2S 24'-37, R=5:· l=5' 10' NO 18'x18' 1,838 41% if'S RE0'O .lJ 4,673 4,613 IZX R2S 21•-1• R=5;-L=5' 10' NO f5'xf8' 1,884 #1X NO NO ------!-----.. ----------+------l------+-----1--------1----l-----+-----l---+----I J.f. 4,613 4,613 2X 2S 24'-37, R=5:· L=5' 10' ; NO 18'x18' 1,838 39X YES NO 1---1-----+----f---+----+---------·-·--·-------·-·-·------1----+--+-----+----+----+----+----+----I 35 4,538 4,538 J 2S 23~97, R=5:· l=5' 10' , NO 18'xl8' 1,192 39X YES NO -+-----+-----l-l------+----+---+-----1--1----, 36 4,-1.59 4,459 2X 2S 24'-37, R=5:· L=5' 10' ; NO 18'x18' 1,838 41% if'S NO --+----+-'-------1------1-----+---+---+--~ 37 4,580 4,580 2X 2S 24~-37, R=5:· L=5' 10' NO 18'x18' 1,838 #JX 'IFS NO --1--- 38 5,243 5,243 IX SS /6'-4• R=II;• L=5' 16' : NO 15'x15' 1,864 36X if'S NO 39 5,282 .~282 J 2S 23'-91,-, R=tt;• L=5' /6' NO f8'xf8' 1,192 J.f.X NO NO l---+----1----1---+---+---'-'h:__-l-----+-----I-!-' -----1------1-----+-- ,/0 4,798 4,798 2 2S 24'-37, R=II;• L=5' 16' if'S (14' l) 18'xl8' 1,911 #1X if'S NO ./1 4,902 4,902 J 2S 23'-97, R=9:· l=5' 14' ; ITT (1-1-'R, 141} l8'xl8' 1,792 31% if'S NO 42 4,593 4,593 J 2S 23'-97, R=1.5;-L=5' 12.5' , ITT (14' R) 18'x18' 1,792 39% NO NO 43 10,-129 10,429 IZ R2S 21'-I" R=t0;-l=20' JO' : NO l5'xl8' 2,084 20% YES NO 44 4,961 4,961 2 2S 24'-37, R=5:· L=1.5' 12.5' ; YES (125' l) l8'x18' 1,978 ./0% YES RE0'O f----+---------· ----ji---+---+--=---+----+-----l-+--'----'-+----+---+----+--f---- ,/,5 8,002 7,558 J 2S 23'-97, R=5:· l=45' 50' : NO l8'x18' 1,882 25X YES CY'T 46 8,038 7,113 2 2S 24'-37, R=47,· l=/0' 57 ' if'S (15' L) l8'xl8' 1,978 25% YES RE0'O t----+----+------,f---+----+-----+-----1------+~----"--------+----+----l---l---~ f1 5,161 4,963 J 2S 23'-97, R=5:· l=II' /6' , if'S (/5' R) 18'xl8' 1,882 JBX ITT CY'T 4/J 5,14/J 5,3-16 IZ R2S 21'-I" R=5; l=l8' 23' , NO 15'xl8' Z084 39% NO NO 49 6.611 4,152 2 2S 24'-37, R=29;• l=l2' -II' : YES (17' L) l8'xl8' 1,911 ./OX YES NO 50 5,273 4,663 J 2S 23~97, R=5; L=/./' 19' : YES (17 R) l8'xl8' 1,882 40X ITT CY'T 51 5,2/.I 4,906 2 2S 2-l'-37, R=5:· l=IJ' 18' , NO 18'xl8' 1,978 ./OX 'IFS RE0'O 52 5,493 4,884 I SS 16'-4' R=5:· L=IJ' 18' ' NO 15'xl5' 2,064 42X YES NO 53 5,274 4,564 J 2S 23'-97, R=5:· L=/4' 19' , NO 18'xl8' 1,192 39X NO NO 48% YES NO 54 5,086 4,364 IZ R2S 21'-I" R=5;• l=l5' 20' , NO 15'xl8' 2,08-1 l---+----+---l---+---+-----+----+-----1-'------+-----+----+-··---t----1-----j 55 4,963 4,241 2 2S 24'-37, R=5:· L=/5' 20' , >'E3' (20' L} 18'x18' 1,978 41% 'IFS RE0'O 56 4,901 4, /9f J 2S 23'-97, R=5;• l=/5' 20' >'E3' {20' R) l8'xl8' 1,882 -l.5X NO CY'T 51 4,940 4,252 2 2S 24'-37, R=5:· l=/5' 20' NO 18'x18' 1,978 fi':f YES RE0'O 58 5,./02 4,168 J 2S 23'-97, R=5; L=/5' 20' i NO 18'x18' 1,882 39X YES CY'T APPROVED UNIT TYPE RE()(J/HEI} PROVIDBJ % UNIT'S l,lfN. 125' TOTAL S,/2' SETBACK6 ©2003 0'Day Consultants, Inc. I i % OF AIIX5 % OF AIIX5 9% 80% f(SS) !Z(R2S} AIIN 25% 1------11------l 17% 80% 2(2S) AIIN 25% 34% 69% 3(2S) AIIN 25% 40% 89% TOTAL 100% 100% 80%(80% REO'/J) MASTER PLAN COMPLIANCE TABLE (CONT.) TVTAl 2 STrJHY 11/N. NET /JIJlllJING S/0£YAHI) SIO£YAHI) ARCH. ElEJl£NTS PRIVA T£ X ·-·, lJllfLOIN(; PAD COURT-BAJ.CON LOT I LOT SfZE1 PAO ARE'A PUN STOR/£S HEJGHT' SETBACKS SETBACKS SID£ BY S/0£, REC. AREA' F...a,.....-==....-==•-....,-=....,==-+-==~-+=--·-COl.f7i'AGf COJfi'i'AGf YAR!J 59 6.161 5,910 IZ R2S 21•-1• R=5'.· l=/2' 17' NO 15'xl8' 2,084 35% NO NO -···-· --------+---+---+----+-----+-----+----+-------j-----1----+----+--+----I 60 9,235 8,-1.57 J 2S 23'-97, R=6;• l=IJ' 19' NO 18'x18' 1,882 22% NO CY'T 1---+----+---f----t----+-----+-----· -·" -------· ---+-----+---+-----l----+---+----l 61 5,615 5,064 IZ R2S 21•-1• R=5;-l=IJ' 18' NO 15'xl8' Z084 4/X if'S NO l---+----+---+---+----+-----+-----+----+-------j-----1----------·-·--·-··--·--+----+---I 62 5,643 5,643 J 2S 23'-97, R=5; l=25' JO' NO 18'xl8' 1,882 .lJX if'S OPT 63 5,604 5,604 J 2S 23'-97, R=l2;• l=5' 17 NO 18'xl8' 1,882 34X NO OPT 64 6,614 5,158 I SS 16'-4" R=9; L=9' 18' NO f5'xf5' 2,064 ./0% ITT NO 65 5,138 5,(U.J IZ R2S 21'-I" R=5; L=20' 25' NO f5'xf8' 2,084 41% NO NO 66 4,160 4,160 2 2S 2./'-J¼' R=5:· L=7 12' NO f8'xl8' 1,978 4/J:f NO RE0'O 67 6.218 6,278 J 2S 23'-97, R=5;• L=5' 10' NO 18'xl8' 1,882 JO% if'S CY'T 68 5,395 5,395 !Z R2S 21'-/" R=5.'.· l=5' 10' NO 15'xl8' Z084 39% if'S NO --+----t------+----+-----+----t---+----1 69 4,835 4,835 2 2S 24'-37, R=5'.· I =9' 14' NO 18'xl8' 1,978 41% if'S RE0'O l---+----+---1----t----+-----+-----+-----+------+----+-----·-··-----+----+---I 10 4,816 4,816 J 2S 23'-9}; R=5; I '?' 17' YES (/9' R) 18'xl8' 1,882 39% ITT CY'T --+---+------1------1-----+----+---+----j 11 4,184 4,/66 J 2S 23'-97, R=5;-l=/4' 19' if'S (19'1?,19!) 18'xf8' 1,882 -1.5% NO CY'T -+-----+------+-----+----1-----+---j---J 12 5,081 4,716 2 2S 24'-37, R=5;• l=/4' 19' YES (19' l) 18'xf8' 1,.911 ./0% ITT NO 13 4,838 4,212 J 2S 23'-97, R=5;• l=/4' 19' YES (/9' R) 18'xf8' 1,882 -1.5% NO CY'T 74 4,838 4,227 J 2S 23'-97, R=5:· L=/4' /9' YES (19' L) 18'xt8' 1,882 45% ITT CY'T 1---+----+---t---+----+-----+-----1-----+-------1-----+----l-----+---1---1 15 5,266 4,632 IZ R2S 21'-I" R=5; l=/4' 19' NO 15'xl8' Z084 -1.5% NO NO 16 6,182 5,461 2 2S 2-1'-J¼' R=5; l=/4' 19' NO 18'x18' 1,978 36X YES RE0'O 11 1,151 6,260 J 2S 23'-97, R=5; L=U' /9' YES (19' R) 18'xl8' 1,882 JO% NO CY'T 18 6,416 5,486 J 2S 23'-97, R=5; L=/4' 19' if'S (l9t14'R) 18'xl8' 1,882 34% ITT CY'T 79 1,227 4,3-1.5 2 2S 24'-37, R=J?;• l=9' 46' ITT (14' L) 18'xl8' 1,.978 46X ITT RE0'o 80 6,816 3,983 2 2S 24'-37, R=5;-L=2I' 26' NO 18'x/8' 1,.978 50% YES RE0'O 81 7,012 5,151 IZ R2S 21'-I' R=5;• L=7' 12' NO f5'x/8' 2,084 ./0% NO NO 82 4,200 4,000 2 2S 24'-37, R=5;• L=5' 10' NO 18'xl8' 1,918 ./9% YES RE0'O 8J 5,./21 5,121 J 2S 23'-97, R=/1;• l=5' 16' NO 18'xl8' 1,882 31% YES CY'T l---+-----+-----l--+---+------+-----+----1-------+----+-----l----+--+----j 84 5,930 5,306 I SS /6'-./" R=lf;• l=6' 17 NO 15'xl5' 2,064 39% ITT NO 85 1,819 5,498 2 2S 24'-J¼' R=/2;• L=5' 17' if'S (17' R) 18'x18' 1,918 36X if'S RE0'O 86 8,211 5,817 J 2S 23'-97, R=/2;• l=5' 17 YES (17' L) 18'xl8' 1,882 32X YES CY'T 81 8,126 5,706 IZ R2S 21'-/" R=/0; L=5' 15' NO 15'xl8' 2,084 36X NO NO 88 8,081 4,631 J 2S 23'-97, R=lf:· L=5' 16' NO IB'x/8' I, 792 39X NO NO 89 7,573 4,891 2 2S 24'-37, R=12; L=5' 17 'IFS (17 R) IB'x/8' 1,918 40X YES REO'O 90 7,651 4,731 J 2S 23'-97, R=5:· l=8' /J' if'S (11tlJ'R) 18'x18' 1,882 40X if'S CY'T l---+----+----j--+---+------l-----+-----1-------l-----+----l----+--+----I 91 8,312 4,767 J 2S 23'-9}; R=5.5;• L=5.J' 10.8' YES (13' L) 18'xl8' 1,882 39X NO CY'T 92 9,.lJ4 5,036 2 2S 24'-37, R=5.5;• L=5.2' 10.7 YES (IJ' R) IB'x/8' 1,918 J9X YES RE0'O 93 8,734 4,744 J 2S 23'-97, R=5:· l=7.5' 125' YES (IJ' L) IB'x/8' f,882 WX YES CY'T l---+----+---l---+----+-----+-----+----+-------1----l--- 94 8,346 4,725 /Z R2S 21'-I" R=6; l=6.5' 125' NO 15'xl8' 2,08-1 44X YES NO 95 8,545 4,978 2 2S 24'-J¼' R=28; l=5' .lJ' NO IB'x/8' 1,918 40X YES RE0'O 96 7,930 6.030 J 2S 23'-97, R=2J;• l=5' 28' NO IB'x/8' 1,882 31% NO OPT 91 6.979 6.095 I SS 16'-4" R=IJ'; L=5' 18' NO 15'xl5' 2,061 3-IX YES NO 98 5,597 4,618 J 2S 23'-97, R=5:· l=25' JO' if'S (125' R) 18'xl8' 1,882 #1X NO CY'T 99 4,893 4,893 2 2S 24'-37, R=5:· l=7.4' 124' YES (125' l) 18'xl8' 1,918 40X YES RE0'O 1---+----+---1----1----1------+--------1------+----~+----+----+----+--+----l 100 6.220 6.220 IZ R2S 21'-I" R=5:· l=9' f,f.' NO 15'xl8' 2,081 34% NO NO l---+----+---1---+----+-----+-----+---_, __ -----+----+----l-----+---1---1 IOI 5,626 5,625 J 2S 23'-9}; R=5:· L=/0' 15' NO 18'xl8' 1,882 .JJX NO CY'T 102 5,982 5,982 /Z R2S 21'-I' R=5;• l=l2' 17 NO 15'xl8' 2,084 JSX YES NO /OJ 1,229 6,23-1 2 2S 2,f-3¼' R=5;• l=l6' 21' NO 18'x/8' 1,918 32% YES REO'O /Of 5,581 4,568 J 2S 23'-9}: R=5;• L=l5' 20' YES (11' R) 18'x18' 1,192 39% NO NO 105 -1,560 4,061 2 2S 2-1'-J¼' R=5:· L=l2' 17 YES (17 l) 18'xl8' 1,918 49% YES REO'O 106 4,,f80 4,4/J0 IZ R2S 21'-I' R=5:· L=/1' 16' NO 15'x18' 2,08/ ./1% YES NO 107 5,378 4,760 2 2S 24'-J¼' R=2J;• L=5' 28' NO 18'xl8' 1,911 -IOX YES NO l---+----+---1---+----+----~-+---- 108 5,951 5,032 J 2S 23'-97, R=7:· L=20' 27' NO IB'x/8' 1,882 31% YES OPT 109 5,5.16 4,823 2 2S 2'1'-J¼' R=l.5; l=5' 125' NO 18'xl8' 1,911 -IOX YES NO 110 6,808 5,6-10 IZ R2S 21'-I" R=7.5;• l=5' 125' NO 15'xl8' Z08f 31% 'IFS NO 111 6,605 5,211 J 2S 23'-97, R=9;• l=5' 19' NO 18'x/8' 1,882 36% NO CY'T 112 6.98J 5,175 1 SS 16'-4' R=9:· L=5' 1./' NO 15'xl5' 2,06/ 40X ITT NO 113 7,360 5,034 J 2S 23'-97, R=9:· L=5' 1./' NO IB'x/8' 1,882 31% NO CY'T 11./ 1,106 5,J.f-5 2 2S 24'-J¼' R=I0;• l=5' 15' 'IFS (15' R) IB'x/8' 1,918 31% YES RE0'O 115 7,388 5,321 J 2S 23'-97, R=16;• l=5' 21' YES (15' l} IB'x/8' f,882 JSX 'IFS CY'T NOTE: UNITS WITH PORCHES OR COURTYARDS= 79 (69%) I 60' !'OW ,..._----------~~ ! IJ' 17' !7' t----=--+------'-'-----i~--------IJ' ' 7 _ __, I SHEET 2 OF 6 SHEETS P. U.D. 01-07 '!j _I,_ 4• AC PA v[MENT Ov[R I APPROVED BASF--\ _2.l:_ \ 2~~ I 05• r ~1i~,~~t -PCC SIDEWA/.K T'tPF 'G' CURR & GUTTER- ,,,'.//////0///-·'/,0,: L~LL:'.::~·:(//// /1 o.s·---11-- (rrr-~ ·-TYPF 17' CURB & GUTTEH PUBLIC STREETS :4. '. 'B'. 'c'. 'JJ'. & 'E' NO SCALE ,---~---·..,.---~·------··--···-·· -·-·---·------------1------, 1-1------------'4"-,5-'' R-'-'O'"-W ---------1' t 10' 16' i 16' 4' ! aLJ I s?? :F!J• 4' AC PAVFMFNT OVER I : ~~t ~-1 APPROVED BASF ---\~ I i, 2% 2% 2% 2% .]% ~~t --11 •--II 2 rr \ / "////././/_/_/////£LL....' / / CL.~ ·'//_//,//////1 · 1---\:--:~ PCC SIDFWA/K_j 0.5'--, I--cv+ (TYP) TYPE &'' CURB & GU TTFR , , TYPE 'C' CURB PUBLIC S'TRl?ET F & CUTTER 05' NO SCl.1£ I 5,• ow I .,-----------~'--'f~---------------. I .._j Q,: 10· 18' NO SC,1£ ,S0UN0WAll I I I/ H[!GHT PFR PIAN * B'M!NA~ VARIES PCR PLAN ' 0G TRAIi *NOTE: /fl/ERE S0/JNDWAll HOGHT EXCEE/;5 6' USE 5' BLOCK WALi 111TH REMAINING HFIGHT TO BF C1AS, I ~~'_:;,L:-1-J-...1.._ i/ PCC SIDEWALK COLLEGE BLVD. {DWG 390-9) • Nf) SCAI.£ ------ NO SI.OPE IN THIS AREA (TYP.;ft-"'S::-...,_ ~ -----... __ --, __ _ c~ - ! 1Z 3 2 1 \__SI.QOE SETBACK COMP/.IANCE : ~· I ·I ,____, j TYPICAL SLOP}.~ SETBACK CO.MPLIANCl; J}ETAIL NO SCALE RE'ASEO: OtCi MfJ£R, 2002 RE'ASED: ocn'fJ£R 8, 2002 RE'ASE,/J: AUG< 1ST 2..'( 2002 RE'ASED: APRL' 8, 2002 LINE AS SHOWN ON Pl.AN SECTION A-A NO SCA/.£ P.U.D. FOR CALA VERA HILLS VILLAGE X' MAST£R PLAN SECllON: 1Vfll(B}(2)(a) BENCHMARK: RE'ASE/J: JANUARY 5. 2001 OA TE OF PRD ~RA 1/0N: JANUARY 21, 2000 SH££T 2 OF 6 SH££ts 2Vfll(B)(2)(c) 3Vfll(B)(2}(f}(3) 'vtll(B)(2)(j) DESCRIPTION: STANDAR0 U-10 STREET C£NT£Rl/N£ #fll MONUMENT c~~~Ts DESIGNED BY: K.H., J.E. DATE: ..,w(. 2000---i-- DRAWN BY: . J.S., !(.f., N.C. SCALE: _AS SHOWN-+- PROJECT MGR.:___K.H. JOB N0.:~8-1020 _ 5Vlll(B)(2)(b}, Vfll(B)(2)(e) 6Vfll(B)(2)(f}(2) NOTE ii ELECTRONIC DATA Rl£S AR£ FOR REFERENCE ONLY AND ARE NOT 7V BE USED FOR HORIZONTAL OR '.£R1/CAL S/JR'.£Y CONTROi. LOCATION: CENT£Rl/N£ OF El CAl,(fN() REAL AT ENGINEER's STA 1/0N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEID.S {NO. COUNTY Jfi'i'T. CONTROl 0A TA) ELEVATION: 68.-119 DA 71/M: U.S. C. .t GS. 271 0 Loker Avenue West Suite 100 Corlsbod, Col,fornio 92008 7!,0-9.31-7700 Fax; 7! ,0-9J1 -8680 OdoyOOdaycc nsultants.com Civil Engineering Planning Processing Surveying ENGINEER Of WORK blt~- KEITH HANSEN C. \oUc·l<.\l 'IS:_;, \'.J:r1 :J)O\YNG \(_ i\l f1\/L IU, \Jt/CX,-'Ul.UWIC 1 /\,' JU(Jj ',: l .,: .'d prn Xll[T', 'lR?l',r i ! DATE, 'llu~ RCE: 60223 ~ 4- 0 I'<) ....g <:'.:) I en --() ....J 1--..J --'-' ::t. '><; ~ ~ () i..., I ~ \'.) -C) "{, a ~ ....J ~ -.J --.J ~ --~ 7 3C '51.9 I 11 5 5!' -- _ 99_ --f::1-'-✓ ~ Q9 215.9 ©2003 O'Day Consultants, Inc. .. ' i I !'I .. "" ·,;;: ® ,j. . \"' "' -"' ~-J,11.2 "" ~ 208.6 5' --- \~ \ \\ 8 '¢ \\. C ~,,,-~ ';; "'\ .---· <I -n I I 82' ·r -- ~ . -. ~ I I' '.')'? 'V ... I , rff, &if' 1!:h: i'~ --~ i o;.;r-.. ~1 V I ............ <,,.-,; I I. ........ ,,> I/ , (. Y•,,, .4#'f ..... ~ , '•, ¼ ~ E@ . ~ 201.1 L_J 56' ----__. ~ r;:g; .... 201.6 5' 'I)' \ NOTE II ElECTRONIC OA TA FIi.ES ARE FOR REm?ENCE OM. Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR m?llCAl SURVEY CONTROi. ... ... ' DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 Sll?EIT CENTmilNE WELL MONtH.f£NT CENTERl/NE OF El CAMINO REAL AT ENCINEER's STAl/ON -15.f.+92 PER R.S 1800-1 COUNTY BENCH lD!l.S {NO. COUNTY VERT. CONTROl OA TA) 68.419 OA TIJM: II. S. C. ,t GS. , cl?,~, s 2710 1.oker All&nUft We!'lt Civil Engineering Suite 100 Planning Carl!lbOd, Colifornlo 92008 Processing 760-931-7700 Surveying Fa~; 760-931-8680 OdoyOOtlayconsultants.com <RfFS: 982m AP; 98?.Cx; 9820XP; 9820as\r, '18r,<111tl <Jfl,'C',JP(l.~-~- DESIGNED BY: ~.!:! .• ~-E. DATE: ~LlQOO___ DRAWN BY: J.S,. K.F,. N.C. SCALE: ,. -40' PROJECT MGR.· K,!:1. JOB NO.: 98-1oto ENGINEER OF' WORK DATE: '( Ji/ fel.J t. K~ RCE: 60223 ..,S () en -() -J -J -1---)<; " ::t:. ~ ~ ~ ....... C) • Ll.J I.!) -'> ~ C) a "'( -J -J -J "::) ~ ~ a.... ) ·; -- \\· ·1·-;.-. 0·0 '~· "" X \ " \ \.\ I 'i i. V ©2003 O'Day Consultants, Inc. \ I.·. •' .( I i I . 177; X \ 1' I I I I I o I I/ , I '/ ! '/;! . II JI h .' /;; I I 5' ✓ l ~ 1/11 ,' -'k: /- / I V ! I I .. . I I I ~I-681 ~ -!_ ~ ' I. I ; '/" . / .. / / C ,--6 222.6,..,,r,---<11· --·· --t 4 , ··. ; vi j /') s. G~~ 219.J ·~t;:::;;::=:;;;.-.,.i·· gg ---.:,_,_~ l~ "", 6 2 5.L ,.. - Oc5 // 211. 1 !J' -I I ,---C _J ;, - 2@ \@9 210.6 5· -► ;J;h-----f£ I SHEET 4 OF 6 SHEETS ,-i • 50 ~ 'l -} y .... ""'-=-, ~ 208.6 5' .D. 01-07 9 3( ~! \ o· 10· 40' 20· BO' SCALE: 1 " ~ 40' --;, -~..... ,~---,, ---..,,.._.,,_ -------------------- THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN PER CONDITION NO. __ ja __ OF P~NNINQ CO..,.M SION RESOLUTION N0._5;3 __ ,j;J, ___ . v,-11:a_:::_::, ~~ ~lA~ o,A.l.lTt! 1NEF.~~ NOTE!! ELECTRONIC OA TA RIES AR£ FOR REFD?ENCE ONl Y ANO ARE NOT TO BE /JSEO FOR HORIZONTAL OR VERTICAL S/JRVEY CONTROL I. BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STREET C£NTERl/N£ llfl_l MONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION "5.f.+92 PER R.S 1800-1 COUNTY BENCH lflflS (Na COUNTY 1-rnT. CONTROl OA TA) 68.419 f)Al/JM: IJ.S.C.-d-GS. ~ REVISE[): ~Isa 2002 REVISlJJ: OCTOdER l! 2002 ·· R£Vf5El): A/JG/} 'iT 2i 2002 REVISlJJ: APRIL l! 2002 REVISlJJ: JANU, lRY ~ 2001 OA Tr OF PREPARATION: JANUARY 21, 2000 c~'.~, P.U.IJ. FOR CALA VERA HILLS VILLAGE X, SH££T 4 OF 6 SH££r.' DESIGNED BY: K,H,, J,E, DATE: JAlt 2000 I DRAWN BY: J.S., K.f., N.C. SCALE: i-m 401 i s PROJECT MGR.~Jf,___ JOB N0.:_!!~20 ! ' 2710 Loker ~venue West Civil Engineering ENGINEER OF WORK I Suite 100 Planning K~ENJ DATE: t/41/4~ COrli!!l:>Od, Colifornio 92006 Processing 76(1-931-7700 Surveying • • Fox: 76(1-931-8660 Odoy@Odoyconsultonts.com RCE: 60223 ~Rf."S: 9H20~MP: 9f~C-x; 9820XP: 9820"'"03-/\ • ---<:) I-- CJ "' )'i... () V) -.J -.J ---::r:. -~ - """'-. ""~-..... ~-·--··---·- 2.05.7-4·· X -.•. •·"•····~··· ·, • i \ ) I ( X ©2003 O'Day Consultants, Inc. I I I' I I I , I I I . I I I NOTE!! E1£CTRONIC OATA Rl£S AR£ FOR R£F£RE'NC£ ONl Y ANO AR£ NOT TO 8£ I/SEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL """" ~ <'rf'' \ \~\.~. \_~ C "''-"\< yn "i' SEE SHEET3 iq ~ BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO M-10 STREET C£NTERI.IN£ #UL MON/JMENT CENTERl.lNE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 CO/JNTY BENCH 1.£1£1,S {NO. CO/JNTY lei'T. CONlROi. OA TA) ' 68.419 OA71/II: 11.j:C. .t GS: \ -, I R£'.1SE[): OFCEAlfllR, 2002 R£',fS£1): OCTOVER 4 2002 R£WSEJ1· A/JGIJ:,T 2.J; 2002 R£WSEJ1· APRIL 4 2002 R£WSEJ1· JANI/; RY b; 2001 OATE OF PREPARATION: JANUARY 21, 2000 c~:✓~, s 2710 Loker ,wl!lnue Weat Civil Engineering Suite 100 Plonning Cortsbod, California 92008 Processing 760-931-7700 Surveying Fax; 760-931-8680 OdoyOOdayconiiultcnts.com SH££T 5 OF 6 SH££TS DESIGNED BY: ~H .. J.E. DATE: JAN. 2000 DRAWN BY: J.S.. K.F.. N.C. SCALE: 1· --40' PROJECT MGR.~_H._ JOB NO.: 98-1020 ENGINEER OF WORK ~t .. 'IPl/4J DATE: K HANSEN RCE: 60223 G: \suo,: \1-'HOJ\ ,901 0/0\1 JWG\C!\l_/\VE~.I\ \:18)0XI>():-;., r~wc 1--'.)C,--:; XU :): >' ?: .S/-i r: -r X'sEfS: 982CIMP: 98'.Jx: 98<0XD: 9820!\:iT~: 982·:,p,uTL: as20-"C3-A -..9 Li--0 --s (:) • -Cl') <) --J "-..J 1::,J-.........__ ::t:. N-.. ":( <) ~ • ~ -<) a ~ -J ✓ ~ Q__ x liJ ~ "( -J -J -::::,.. 3251::>3 X .--. ·\ . _y; . ·· .. ·•·.· (Jo/( ••. /. ,· < ... //· ·· .. '·.· . , ·, .' ' . : . . . . . . · . 1·... . { .. /1 .• · //_' /. I . ,: i ! : : . ! i i \ . · / I /MAP to o , I ,, ,. i \ \ . I . . ; j /;'.,_ j, ). -· ---·/,", r // j I I 286 ~ 1~ .. " ! ' 20g,)g, f t4W.'ff"W I \ 257.~4 ~ X "-!., \ \ ~1 \ I ""----~ ,.••,\ \ \ \ ~. \ \ \ ©2003 O'Day Consultants, Inc. I I q ' .. \ \ / \ I I\ \ I . I '/ &· ·,,.,,1 / I y,., /a'\ I I NOTE!! ElECTRONIC OA TA fll[S AR£ FOR REFER£NC£ ONLY ANO ARE NOT TO 8£ I/SEO FOR HORIZONTAL OR ~TICAL SI/R'rf:Y CONTROL ~\\.()FESS/~ ~$'><,\\ 'jj, ~~ "' -i3 NO. 60223 ~ 'fi EXP. 6/30/0+ f;} c,v,1. OF CALI BENCHMARK: DESCRIPTION: LOCATION: STANOARO 11-10 STREE'T CEN1El?IJN£ ltfll /IONIJI.IENT CENTE:RLINE OF El CAIi/NO REAl AT ENCINEER'S STA 71/JN 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH tnflS (NO. COUNTY ',fRl CONTROl OATA) ELEVATION: 68.-119 OAlW: IJ.S.C. ,t GS. 2710 Loker A1enue West Civil Engineering Suite 1 DO Plonning Corlsbod, Colifo •nio 92008 Processing o' 10' 40' ----80' SHEET 6 or 6 SHEETS DESIGNED BY: K.H., J,E,_ DATE: JAN. 2000 DRAWN BY: J.S., K.f., N.C. SCALE: 1 ° • 40' PROJECT MGR.:_ _ _lq,t, -· JOB N0.:_~8-1020 _ ENGINEER OF WORK 760· •931-7700 Surveying LJ / ""' 760· ·931-6660 D"TE: 7 /t/ ~ OdayO0dcycons Jltants.com KEITH HANSEN RCE: 60223 ---------'---'-"--'-'-.c__,ccc._ _______ ~__, C: \',U',\\l'l<l..',)\)K U/..J\11\'\ll,.\:_/\[_/\\/j U\\'.1/"'.,-'\/\[';:( ,1','v\ >J :,,,,;:,.' 'i:/,J:u., p111 XREF$: 9820MAP: 92-21 ix: 9820X": 9820a$lr: 9820autl: 9820TFO:I-A