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HomeMy WebLinkAboutH_5020_X-r • • I ' ' :1 ~ • i ~ ... [E 2139 ?70 639 641 --0--1::10 131 530 531 .. =-= ..... ·-···· ·--=-· 15 16 • * -<ll o-~- 13 14 ••• -0-,.-···-· ----0-•-- 0 0 ~ , N.2,000 N.-S.000 , -----r ' ' • • • ' N D INDICATES PROPOSED BUU<HEAD LINE AND F'ROFOSED REFERENCE PCINTS. ll<OICATES PROPOSED PIERHEAD LINE AND PROPOSED REFERENCE POINTS. INDICATES EXISTING BULKHEAD LINE AND EXISTING REFERENCE POINTS. INDICATES EXISTING PIERHEAO LINE AND EXISTING REFERENCE POINTS. INDICATES EXISTING ADJUDICATED LINE AND EXISTING REFERENCE POINTS. i.\JDICATES EXISTING LOT LINES AND EXISTING REFERENCE POINTS. ll\1lllCATES MARSHLAND INDICATES SANO INDICATES STEEP SLOPE INDICATES TRIANGULATION REFERENCE POINTS ' ' • ' • • ' ' ' . EXISTING PIERHEAD LINE 0 0 0 cJ LINDA which which IDEflNITIONS THE BULl<HEAD LI NE defines the solid fill structures may bo built. chonnelward limil to THE PIERHEAD LINE defines Iha chonnelword liini! lo open pile slruc1urns may be built. NOTES THE COORDINATES ARE IN FEET ANO BASED ON PLANE SURVEYING. THE ORIGIN OF COORDINATES ARE BASED AT C. OF E. SURVEY STATION NO. I ON PROMONTORY POINT ANO THIE f,1ERID!Ai,i COINCIDES \'./ITH u.s.c. 81 as. BEARlt,GS A"r THIS POINT. THE DATA REGARDING THE U.S.C. a G.S. STAT IONS IS GIVEN IN THE GOVERNMENT PUBLICATION "TRIANGULATION IN CALIFORNIA, REPORT OF 1904" ANO HAS BEEN VERIFIED ANO TRANSFORMED TO THE RECTANGULAR SYSTEM HERE USED. REFERENCE POINTS ARE SURVEY AND TRIANGULATION STATIONS, SURVEY POINTS IN STREETS, ANO LANDMARKS USED BY THE SURVEYORS OF THE U.S.C. !!s G.S., ORANGE COUNTY HARBOR COMMISSION, CITY OF NEWPORT BEACH, AND THE CORPS OF ENGINEERS. ISLE 0 0 0 ( SHARK ISLAND) N.-S. 000 . " . . . . ;_~ -1~ . , -• ·«'"'" . ---· .L POINT OF ORIGIN ·i, COORDINATES NORTH • 000.00 EJIST = 000.00 PIER HEAD COORDINATES / REF.s 531 633 635 637 639 POINT 'ORIGIN' N. 'PRO.'lnON. Ill. POINT' ·so· Ill. •77' N. • ~ COORDINATES 000.00 E. 129.90 ·W. 3197.60 w. 2899.81 E. 000.00 IG.79 162.89 2375.50 / Ill ; / DESCRIPTION FOUND use SGS MONUMENT' l'/IARKEO "USE ORIG~, SET 1961.."' FOUND US.CSGS. MONUMENT, MARKED PROMONTORY SET 1875 RESET 1956 RESET BY TRIANGULATION, SET 2 1/2" IRON Pl PE WITH BRASS CAP MARKED, •• 6~ RESET. 60L LCo. • FOUND 4" VIT. PIPE , CHECl(EQ BY TRIANGULATION. 19 _ ... ---. -____,,::.--- P !ER HEAD COOR 01 NAT ES BEARING I DISTANCE COORDINATES. REF.8 BEARING I DISTANCE Ill 1,030.30 I W 2,458.30 687 N.34° I8'59"E; I 423.1 8' S. 6"" 13· 4?" W. I 78? ,40' N. 1,379.112 I W. 2.219.73 689 111.33°55"55" E.1 1,253.54' s. 34• 28'2"3 .. w. I 111 0.50' N. 2,419.B9j'l'J. 1,519.99 691 N. 58° 09' 30" E. I 571.08' S. 11• 59·" ,-w. I 559.04 1-1. ? 721.I7 IW. 1,034.86 693 N.72°51'54"" E. I 715.07' s. 3::,0 oo· 5s-w. 1 !32.59" N. 2.931.85 I W. 35 1.53 695 ~. -----. ---------· .... -,..,., ................ . .......... N. N. N. Ill. Ill. REF. 0 131 260 262 264 26(!; 268 270 272 274 275 278 340 342 344 546 348 350 ... ,.. ~ 354 356 358 3$0 362 364 21 366 . 134 . ~et::1~o·. ,.,tE 1 :.;:::i:;;··:.tJ =· =[=.·::i~--_:""\5::::1•:-.. ~~~~-· r.2 :.i::~ 0 ... ;,'"'~-;iillr-1~ -~Oll'.. __ _ _ -...1. 500" __ _ __ --! :__ -----··-··-~l~O~O_o•------------·--- SCALE \ \ I .. i I I w !BULKHEAD COORDINATE$ BEARING I DISTANCE COOROHJATG::S ' I N. 1,027.501t,. 2,517.,0 ' I N.19°53' 34" E. I 22 .92 ' i'J. I. 049.05 11'✓. 2,;;o:5. Db-1 N. 34° 58' 32" E. I 423.9 I ' " " . I iJ. i.35l6AO i~J. 2,2C.LSIO I N.33°55' 55" E. I 1,260.39' ' ' ,J. . 2,458.'14I'-'J, I (. .•.,.--·;::,;-:."'i·~,· ,U..Ji.;,,.)\..., N.sa•o;r::io" iz. 1 504.37" ' -'. l l'J. .2,7V7.0_.4 (\T7;-(Jd. t~S'·-1 N.72°51 '64"' E. I 720.59 ' ' rJ. 2,001.10 1,1 {_'.JG.ci 0 i ' tJ.88° 54'02"' I::. I S94. 99 • ' ' --1 r.i. 3,000.GO IE. r.-;;i-c.~ -;, ::; '-,.-..,.,;;; ! N.92° 5!Y 20• E. I 390.14' i f.J. 3.047.CO IC::. lnCD-2.58 ... ! rJ.G7° 50' 0 I" E. I 250. 73' --, N. 3,141.£01 E. i~G~\C}.J(j -l\l.<14° 15'44" I.;. I 21 3 .00· N. 3.3 I 0.20 Ii!. l.~iS:J.OD N.34° 15' 44" E. I 1.33$.45' . I I ,l. 4,422.741(?:. 2.10?.49 i .. . N., ·411903 ,. ~ .,, • O" s ~. ,1li;;.~iJ~'"J,O. '-f S.GG" I 3' 42" l;J, I 885.40" " ~ r1-3, ,G 1.1<1 11:: .-2.0c2rr;i- S.25° 42'23" t':I. I 351.92' r"-J ~-N.,.-~...,4"-;J.1~ J a,;., 2.t;.;:_,;~" lci S.39° 52' 00" \'J. I 442.07' '"-'" . h1.( 3,099.93 !IE, 2. ,7,,,75 . 5.11 ° 59' 27" 1:-J. I SGS.30" I 'J 2 ~4403,11;'. 20°'''("~ ~. ! •~.;) • . ". ··' .,,;,.~1.JU S.33" 00'56" ,•t I 229.69' '""'T""' r~. 2,35 I. 4,l Ir;;. i.9JO,~::; s.os0 1a·s:s· w. 1 ~169. es· V) r..i ., 2s~ 0·•1r: ?CD.GO f-t·.,. :.), ' ,, .;.. s.e2° 53· 30• w. ! ~451.85' I l . N. 2.0 tG.2 I i\1, G75. 10 ! S.82° 53· 110· l:"J. I 131. 55' .. " 800.G<;> I N. 2,059. §3 I t·1. S.5S0 09'30" i-:i. I 263.10 "." . ~~' 1,92 l. 13 1\1, I \Jr. ""):s) f;_} j ~ ,.., 0~ I S.33°25"30-i:J. I 131.55' ~,J.' 1;8 11.34 ''" i,!Oi.Gi I S.33°25'30"W. I 300.00' l N. • 1,500.95 1,v. l~G.GJ.OQ S.38° 50'47'. W. I 1,215.08 w.: 6 14.62 !\V. 202£1.00 S.19° 53·34'" W. I l'l5 7 111!1' s. .. ;,;;55 I ~i 2 ?'-'? 89-, S.513"41' 5 7" E. I S0.74' . ~·---.. )~-... "") I s. 315.00 I t7. 2,201.£?.'Ll ORANGE COUNTY HARBOR ID!Sl"i~!CT COORDINATES : 4.093.117 I E. 3.300.63 J 3.778.49 IE. . I 2,5134.61 • 3.110.32 IE. -~ 2.125.85 2.563.48 l E. 2.009.7 I 2.452 .30 IE. 1,937.46 1901 BAYSIDE ORIVE NEWPORT BEACH. CALIFORNIA HARBOR L~NES ·----·······. UPPER NEWPORT BA'{ NEWPORT BEACH9 CALIFOR~,ji,t\ ./ \ I / \, \1 I } ' /·· ii ii " ,I N.8,000 \ 111.7,000 N. 6,0_00 N .. s,ooo T 0 0 0' "' LINE i ' I ' ! ' LlEGEN:O ~O,:=o=====2=i',OO=a=o lNDICATES PROPOSED SULl,HEAD LINE AND PROPOSED REFERENCE POINTS. INDICATES PROPOSED PIERHEAO LINE ANO PROPOSED REFERENCE POINTS, INDICATES ElCISTING BULKHEAD LINE -0-------0--ANO ElllSTING REFERENCE POINTS. 530 531 l~JDICATES EXISTING PIERHEAD LINE ---o-----~-w-----o~-~ AND E½IST!NG REFERENCE POINTS. 15 16 / !t,OICATES EXISTlrJG ADJUDICATED LINE ANO c'l<ISTIN!l REFERE!~CE POINTS. ' INDICATES Elt!STING LOT LINES At10 El{ISTIMG REFEREtJCE POINTS, INDICATES MARSHLAND. INDICATES SAND. INDICATES STEEP SLOPE. lt1DICATES TRIANGULATIOrJ RIEFEl'IEI\ICIE i>OINTS. PIER HEAD COORDINATES REF'" BEARING, I DISTA~JCE COORDlll!ATES 649 N. 4.385.85 IE. 2 142.136 N.58°07'21" E.I 33.12' +·---651 N. 4 403.34 IE. 2 170.98 1\1,58°07' 2 I" E. I 596,1 3' 653 N. 4.71G.16 IE. 2.677,20 N. IS• 48" 08" E. I 634.6 I' 656 M. 5.315,25 IE. 2.892.19 ~ ··-N. 1•27•3a•w.1 1.761.18' 657 N. 7,061.52 IE. 2.663.51 i\l. 1•og•59• ,J.I 991.37' 659 Iii. 8 045.14 IE. 2.53£1.04 N. 3° 1"'29"E I I 090.58' 661 . "'· ·s, 133.91 IE. 2,602.77 677 N. 8 991.40 IE. 3 257.37 s. 6° OG" <l! "E. I 688.09' 679 N. 9.301'.22 IE. 3.330.60 -"· 8°09' 39"E. I 632.61' tofH N. 7.680.99 IE. 3. 420.21 s. 2°43'4'l'wE.I 1,643.77' G03 N. G 0:!9.0B IE. ::l.CHJ0.50 s. 9°32'49" E. I 944.32' 605 t •. 5,107.84IE. 3,G55,12 s.19°1e· 12" w.1 1014.15· 687 N. 4,093.87 IE. 1l,300.G3 REFERENCE POINTS i '62' [N. 54 70.32 IE. lt--,PO_l...,.N_T __ l-,-c_o_o_R_D.,...i N,....A_T_E~S---+1---c __ DESCR I PT l ON ! ! !'!34 A' . !IJ. 9173.30:E. 2325.09 1 RESET BY TRIANGULATION, SET 2 1/2" , IRON PIPE WITH BRASS CAP MARKED ; "62, RESET 62, I. Co." 2288.211 RESET BY TRIANGULATION, SET2\t:( ' I ' ! ' I '76•A' [N. 5990.00 IE, i I ' I ' I 'WENDY' iN. 8401.49 IE. I 1' i I IRON PIPE WITH BRASS CAP MARKED, "62, RESET 14·A, I.Co," 3824.49 RESET BY TRIANGULATION, SET 2 1/2'' I IRON PIPE WITH BRASS CAP MARKED, i" 62, RESET 76·A, L Co." 3637,39 I IRVINE co. MONUMENT, SET 2 112" , IRON PIPE WITH BRASS CAP M'ARKED, i "62, WENDY, I. Co." ' D E FI ;,J I ·r l O ~s S THE BUU,HEAD UfJE dofinco the chonnalv,ord II rnii lo \:Jhicll oolld 1111 olruc!urcD may bo llulll. THE PIERHEAD LINE dGiinen !he cl>onnolc1ord limit lo which open pllo olrucluroo may bo buill. NOTIES THE COORDINATES ARE IN FEET AND BASED ON PLANE SURVEYING. THE ORIGlt~ OF COORDINATES ARE BASED AT C. OF E, SURVEY STATION NO. I ON PROMONTORY POINT AND THE ~ERID!AN COINCIDES WITH U.S.C. 6' G.S. BEARINGS AT THIS POINT. THE DATA REGARDING THE u. s.c.a G.S. STATIONS IS GIVEN IN THE GOVERNMENT PUBLICATION "TRIANGULATION IN CALIFORNIA, REPORT OF 1904" AND HAS BEEN VERIFIED AND TRANSFORMED TO THE RECTAl>!GULAR SYSTEM HERIE USED. REFERENCE POINTS ARE SURVEY AND TRIANGULATION STATIONS, SURVEY POINTS IN STREETS, ANO LANDMARKS USED 13Y THE SURVEYORS OF THE u.s.c. a G.s .• ORANGE COUNTY , • HARBOR COMMISSION,1. CITY OF NEWPORT BEACH, AND THE CORPS OF ENGINE ER:,, ~© 278 280 292 ?8<:! 29(/i 288 290 328 328 330 3;)2 334 336 338 340 BULKHEAD COORDINATES BEARING I DISTANCE COORDINATES N. 4.422.741E.2107-49 N.sa•or21· E. 1 43 .69' N. 4.445.SI IE. 2144,59 N.58° 07' 21" E. I 576. 78' N. 4.750,411 E. 2.634.38 N.19°4tl'oe' E. I 613. 37· N. 5,327.51 IE. 2,642.17 N. 7•27•3a·w. 1 1:755 36' ',, . N. 7. 068.QI IE. 2,614.25 N. 1° 09'5!:i-W . I 991"'.aU- N. 8.052.30IE. 2,490.49 N. 3° 18' 29'' E. I 1086,31' N. 9,136,801 E. 2,553.18 N. 8,992.GSIE, 3,307.57 S. 6°0E;'::'!I-E. I 684.03' N. 8,312.541 E. 3,380.36 S.13 9 11938"0-.. I 414.94' N. 7,909.341 E, 3,478.36 S. 10° 50'5Gw E. I 220 43' N. 7,6921331 E. 3,519.85 S. 2°43 47" E. I 164\E.0:.3' N. 6,J40.63 IE. 3 598.25 S. 9°32"49" E. I 992 .05' ✓--·~ '--} N. 5.070.32 IE. 3762.70 s.2s•os oo w. 1 117.58' { .,-"''4., _j ) N. 4,964,731iE.3711.06 s.1;:i•1s 12· w.1 896,96' tJ. 41 HL03!E. 3415.04 ::c ------------------------------ORANGE COUNTY HARBOR DISTRICT 1901 BAYSIDE DRIVE NEWPORT BEACH, CALIFORNIA HARBOR LiNES UPPER NEWPORT BAY NE\AJPORT BEACbl~ CALI FORr,\J!J} ~=,.,....,,,.,--------------,===,-,c-------------- 1 DRA\'/1.1 BY REVIEWED BY DU1VCAN L. k!ART//1/ , CHZCt-CED BY ---·--~·------ sifo ;; o o. ___ __ __ _ I JACK A. ROZEA,V HARBON ENGl~~EER REG. CIV1 L UJG. l~o-IOO> ),,,,o,.-.,•--• ___ -·-· ~-~·-·-·-·-----' oO oi ______________ . ·---------"'l SU?C:RVI SED BY RECO!>lr.1ENOEO SY SCALE / I I 'I I ,, 11 ! 320 N. i I 900.Q:,Jl!::. 4-500.G7 s. 72°0S'49"rJ.f 77. I 5' 671 S. 3 I 045' 43w \"J. ! 2-0 32.43' J:~. l t 016.31' IE. 4. ti i G.2<1 673 N. I0.!40,J2 11£. 3,440.38 S.15°!0'05' \'J. I 5130.47' lil75 N. 9,500.G5 IE. ;;J,297.G4 S. 3° 47'1<,v t"J. I GOSl.30' i,"17 \\J. 8,991.4011£, 3 ,2 \fl'. 3Y ~ BULt(HEAD COORDINATES . wEF. <> l:lECll'll N 0 I DISTAI\ICE COORDII\IATES 290 l\l. 9 136.GOIE.2553,IS N. :s0 11r 2 9" CT s2B. oo· -9.753.7SIE. 251.l!af,"JI 292 N. l\!, 9•110· 12• I;/, I 1-63 I , 84' I 294 N.11.3J3.20!E. 2 31!:J,99 N. 7•43' 57' E. I 21Jl..5 , l 9 ' 295 l\l.13 536.52 IE. 2614.00 N.50°29' 10" E.J. 259.51' --- 290 ------·--f!il_l;! 710.00IE 2 921.92 ru. a11•42 03• E. 1 2.580.90' I 3()0 ! l\l. I 3,768.52 IE. 5,402.1 G S,61° 29'39° E. [::497 .• 11' i 302 ~ 1N-13,531.2L!E.S1030.00 s. i 0 5319"E._L __ 497.II' • ' 304 ---· ·---+---~ I ____ r' N. l~J!.',,43 E. 5 8,55.30 S.57°44°48' \,. I 497.ll~ - 306 i N.1~ 7$9.14 lE.51434.99 I s.sr ;,3•20:·w:::J::?,001,e3'T_ ::l 306 1l\l.12,G83filE.3,434.97 ! S. 72°08'4-;, ','J. I 475.06 310 LtJ. -~:CJ.!2. IE, 2. 932.7£) i o, 1•43'57'7:1-:-C:-;155_.oo· I __ 1 312 ·-~---_ _ __ 1N.!?Li_QS.35[E.2J93S.02 I S.SS0 41'55" E.' 50? •J8" • I }];!.:.) N'.I I. 925-30 IE. 3,3G4-02·1 , tJ.72°0i:J'49" E. T 6.;~------. ---316 ' ., 1-~ ,:,-~--p -;) r-9? iJ 7 / s.11°sr 11" E. I I-• • , '"~ -~ . .!.._~-::-::t...~-2...~_:.-~ , ,:_'J.OO.oo· , I 310 i '1 17 ' " ; '[" SI--· • :-;; • • • ! s.72~_oo'49s;}?; I a:·;;··;:.~.-✓• I ' -'~i_.::::;,<.J.;f._ 'j ~ ' ,.,'.'.L',;<.<«/i .-. N, l L900.02H::.4-:5os~G7: 1 320, 1s,31°;..;,3•~nr11.:1. T 2.033, e ... 1·~ i 322 rL to.-1 ,fo-:25 r~, u ~~-02.~1 S.15 ° I O'OS''\S:fT •• 55G. 2G'° ~- 324 I r,:. D, 5_2J.jf([S, :.0_34 7.21 j Is. 3° 4711 i6 \l ti, -T GOO,oc· ~-7' ·1 o 99" •••0 1 • .. ~o·z··, ;)2('.) --l· . •• ~ .. '-· ,~,;,:,,.,, -"-·-G:.~Q_ro::; INDICATES TfllANGIJLATIO" !< flZFEAEr~cE POI r,-rs. ! i \ -ACTUAL LOCATION 'BARRANCA" N. 10231.79 E_. 7930.95 - I POINT ·sa • '75' 'CAMP' 'MARK' 'BARR· ANCA' I N. I\!. Ill. ! Q! 0 0 ..: N.14,000 JJ THE DATA REGAO!llfJO 'f¼I! US.C.C, 0.0. SVAi10c1$ __ 1J G!VErl lti THE GOVZRNi'.JE1JT PIJOLICAT!Oi\! "Twll\NGIJLATIO;J .• IN CALIFORNIA flEPOl'iT OF l'il04 .. AIJO NCIS GEl::t~ \/Ei1ic'IU.:J A.'l!ll 7RANSFO;;mm:o ro TNE Ril::CTANGU!..(1:-l SVSTE,J ,·l:ZRE USED. R!EFIERENCiE --= =··· =--= COO RD! NA TES DESCRiPTIO~J 13454.30 E. 2227.G I RESET BY T RIA~JGULAT I ON, SET 2 l/2 !l I IRON PIPE rJITH BRASS-CA? r!lAR:{ED. ""'2 "' . RESET Ga,_ I,Cc," ' 9939 .oo E. 3831.21 RESET SY TRIANGULATION, S[T 2 1/2" IROt~ _PIPE WITH GRASS CA? l!iARl«::O, " "62 ' RESET 75, C " " I, o. • FOUND U.S.C. B G.S. MONUMENT, t1AR,('Z0 11,710.00 E. 4,865.09 " \ N. 15,569.44 E. 7,059.39 IRVINE CO. MONUl!.!NT, SET 2 l/2" IRON PIPE WITH ElRASS CAP, MAft{~D "62 MARK, I. Co.H . N. 10,231 . 79 E. 7,930.95 FOUND U.S.C. 6\ 6.S. Mor,ur:.ENT t.1AR:<ED, I ORAl\lGE COUNTY HARBOR D!Sl'"R!CT 1901 BAYSIDE DRIVE • NEWPORT BEACH, CAUFORrJIA UPPiER ~]lE~VPORT BY flEViEWEO GY DUNCAN l. 1:1/JRTIIIJ ii CHECKED 8Y ":..,I c-c=-==" ,,.....J-:,A,-C_,_r_A_. _R..;...o_z_E_A_f'J _____ :.~HA~RiC"'O~R-:::-z~-· ~;JG~li',-:~½=2:'i:n.,__, ..:~:,sE"'G;::. ,,_c-""1-v:;:;1L~=!::=\;;;;¢;::. ;i'J~o-.::;,::;o~o;az,~ ;J SUPCRViSED_ SY i1SC0\'.~;1END.ZD DY !I • • • ' H 1l .. LOS ANGELES , ~ \\ \ i/ \'LOS ANGEt:.E. COUNTY. LOCATION MAP V ICINI TY 6 'ANGE COU. SA NA THESE MAPS WERE PREPARED BY THE ENGi EERING DEPARTMENT OF THE IRVINE COMPANY IN COOPERATION WITH THE STAFF OF THE ORANGE COUNTY HARBOR DISTRICT, AS AN EXHIBIT IN THE APPLICATI N TO THE U.S. ARMY DISTRICT, LOS ANGELES, FOR THE ESTABLISHMENT OF FEDERAL HARBOR LINES FOR THE MAIN CHANNELS IN UPPER NEWPORT BAY. ' ACCOROlNG TO THE BEST INFORMATION AILABLE ON THE DATE OF PREPARATION. ALL LANDS ADJACENT TO THE BULKHEAD LINES, AS SHOWN ON SHEETS 2, 3 AND 4, ARE EITHER OWNED BY THE IR INE COMPANY OR ARE HELD IN PUBLIC TRUST BY THE COUNTY OF ORANGE. I ~\'<; ri-~;:._,cri-A p p R 0 V A L s NEWP INDEX MAP I l ~6:+. "<~ " '-.:: "-\ CORO, DEL MAR \ \ THE IRVINE COMPANY AT ITS MEETING ON ______ , THE BOARD • OF DIRECTORS OF THE /RV/NE COMPANY, APPROVED THE HARBOR LINES FOR THE UPPER NEWPORT BAY AS SHOWN HEREON. PRESIDENT SECRETARY ORANGE COUNTY HARBOR COMMISSION • AT ITS REGULAR MEETING ON _____ , THE ORANGE COUNTY HARBOR DISTRICT TOOK ACTION TO RECOMMEND TO THE ORANGE COUNTY BOARD OF SUPERVISORS, THAT THE HARBOR LINES FOR UPPER NEWPORT BAY BE APPROVED AS SHOWN HEREON. • CITY OF NEWPORT BEACH AT ITS MEETING ON ______ , THE CITY COUNCIL, BY ______ APPROVED THE HARBOR LINES FOR UPPER NEWPORT BAY AS SHOWN HERE- ON. MAYOR l CLERK • COUNTY OF ORANGE BY RESOLUTION No. __ DATED ______ , THE BOARD OF SUPERVISORS FOR THE COUNTY OF ORANGE, APPROVED THE HARBOR LINES FOR UPPER NEWPORT BAY AS SHOWN 1-/EREON, AND REQUESTED THE U.S. ARMY ENGINEER DISTRICT, LOS ANGELES, TO ADOPT THESE HARBOR LINES AS FEDERAL HARBOR LINES. CHAIRMAN ATTESTED BY CLERK ORANGE COUNTY HARBOR DISTRICT 1901 BAYSIDE DRIVE NEWPORT BEACH, CALIFORNIA HARBOR LINES UPPER NEWPORT BAY NEWPORT BEACH, CALI FORN IA DRAWN BY REVIEWED BY DUNCAN L. MAR TIN CHECKED BY .JACK A. ROZEAN ------HARBOR ENGINEER REG.CIVIL ENG . No. 10(,87 SUP ERV I SEO BY RECOMMENDED BY WI LLIAM ~-MASON REG. CIVIL ENG . No. 9 7 7 8 I -HARBOR MA ~AGER • t::-:-=-=------~=~=~~-~~~-----=--'-r ·~-~~--- DATE 1 1 .1FILE NO. SHEET JANUARY 26, /962 \'---::--------,----------------------------"----.-ill--------------------------------------~ ioF 4 SHEE'l S' ' 1 --·--------:'.,-------·------=--=---------,-....----~ _ __. 1 ,, -~· ··-~-., .. I ,, ,, ' :'. .. _ .... :, I -' ·~· :•·.; ... :, I '/ ' I ·' ·' •~1 :-,:~:. •• ::---:. I ,' ~ :· --:. I ·' ,, I ,'.'-· ....... _ I •" ,, • I ' • • LEGEND _2_~0,8 _____ 2 ~ INDICATES PROPOSED BULKHEAD LINE AND PROPOSED REFERENCE POINTS. 639 --o---- 130 641 INDI CATE S PROPOSED PIERHEAD LINE AND PROPOSED REFERENCE POINTS. ru INDICATES EXISTING BULKHEAD LINE AND EXISTING REFERENCE POINTS. 53 0 531 INDICATES EXISTING PIERHEAD LINE AND EXISTING REFERENCE l"OINTS. •. ~ ·----------·"""1)""" 15 16 INDICATES EXISTING ADJUDICATED LINE AND EXISTING REFERENCE POINTS. / 13 14 -----·----------+---INDICATES EXISTING LOT LINES AND EXISTING REFERENCE POINTS. INDICATES MARSHLAND INDICATES SAND 11111111 n\\\\'111 ffi\1\\\11 \\\\j\\\\\\\\l\);llli\I\\1\\\\ INDICATES STEEP SLOPE INDICATES TRIANGULATION REFERENCE POINTS 8 ~ BLUE -[AVINE CO"PANY LANDS EITHER UPL~NDS OR SWAMP ANO OVERFLOW LANDS (ISLA ~DS) NE EDED TO BE REHO\IED TO DE\ICLOP T ~E HMBOR IN ACCORC,\NCE WlTH THE PROPOS ED 8ULKHCAD N.3,000 t ----- LI IH'.S. ORANGE -COUNTY T rDELANDS TO 8E r1LLE0 ANO AVA\LAeLE flR EXCHANGC FOR I RV l~E COM- PANY LANDS (BLUE). YELLa..' -PORTION OF IRVINE (OHPA~Y 2 0~ PATENT LANDS OVER WHICH THE COUNTY WILL H- ERCISE ITS EASEMEtll FOR llAVIGATION LYING WITHIN THE PROPOSED BULKHE N:l LI NU • GREEN .. PORTION OF IFIVINt COMPANY 204 l'ATENT -- BLUE ORANGE YELL0\-1 LANDS LYING OUTSIDE THE PROPOSEO HARBOR Ll~ES OVER WHICH THE COUNTY MAY EXERCISE ANO EASEMENT FOR F'I SHERIES 1 NAVIGATION AtlO COtlMCRCC TO THE EXTENT4'ECES5f,RY TO SUP- P□R:T THE H ITEMS IN THE UPPER BAY . 143.7 I 23 .4 130.4 11/11 f/#J/111;, " I I DEFINITIONS THE BULKHEAD LI NE defines the channelward I mil to which sol id fi ll structures may be built. THE PIERHEAD LINE defines the channelward init to which open p,I e structures may be bu i It. NOTES LANE 0 0 0 I i,j .4,.,~:'::~·~ ~" ' THE COORDINATES ARE IN FEET AND BASED ON SURVEYING. Tl£ ORIGIN OF COORDINATES ARE BASED SURVEY STATION NO. I ON PROMONTORY POINT AND MERIDIAN COINCIDES WITH U.S.C. & G.S. BEARINGS POINT. T C. OF E. HE N, 4, ooo + ___ -----. ~~41~'1, ~z:::e ~=:-+~ ' <P,&~~~~ ---< THE DATA REGARDING THE U.S.C. & G.S. STAT GIVEN IN THE GOVERNMENT PUBLICATION "TRIANGU IN CALIFORNIA, REPORT OF 1904" AND HAS BEEN AND TRANSFORMED TO THE RECTANGULAR SYSTE USED. REFERENCE POINTS ARE SURVEY AND TRIANG STATIONS, SURVEY POINTS IN STREETS, AND LANDM BY THE .SURVEYORS OF THE U.S.C. & G.S., ORANGE HARBOR COMMISSION, CITY OF NEWPORT BEACH, CORPS OF ENGINEERS. T THIS NS IS ATI0N ERIFIED HERE ATION KS USED COUNTY ND THE N.3197.60 s.42•19'15"w. 292. o' TIE W. 16 2. ::;.B 9=-r-....,...., EXISTING ADJUDICATED LINE I 0,,i,i/, '~~ V -~1.t~~~~~~ :,;,<-::~ .,,"' ;.: ~,"" ~ ",:v-_r;,,·-.._, . , ,',,.~"' -. fl . ~ ~ .// /jfi "-' ~~ +-' ;·~ :; "-"-'--.._ ·.: / ~-"- ••• •• S:2 '115 N.B2."59'20"E._:SBO,l4 , .:v.:---. 7•50'0l:ff-.!"3·4:S' Tl£. NBB"54'02"E. 984.98 ' '-.-~ .~ 7 -~ 114 7 -~~ ~--- 641 ~ 64t , / N. 88' 4 '02HE. 980-54 • L N.82"59'20"£. 389.40 I NEWPORT PROPOSED PIERHEAD LINE .. , . .,: ... ,.. . B _§97 i. 352 I I I I , , I I I I I I I I I I I I /2'--t /---;_, .. "-, . I '--.._ ... •• I -·• s.85"18'5!.,W. 1169.85' / / / / I &~ -~ TING ADJUDICATED LINE ~"""'t+-N.e•oo'49 '"E. 549. o· TIE ' . \ 23 I .45•03'36"W. 283,61 TIE ---+---- .2899 .61 01 375.50 "' ILi REF. 0 131 ~ 262 264 256 268 270 272 BULKHEAD COORDINATES BEARING lo1sTANCE COORDINATES N. 1,021.50 Iw. 2,517.10 N. 19°53' 34" E. I • 22 .92" a, N . I. u<1,o,u:, I w. 2 .:,u9 . 90 N.34°58' 32"' E. I 423 .M ' N. I ,'396 ... 0 \w. 2.266. 90 N.33°55' 55" E. I L.280.39' N. 2,458.74 Iw. 1,11112.10 N.se•o9•30•· E. 1 584.37" N , .'>,nH,U'I \w. 1.0"!!'. {:) N.72°5I '54 .. E. I 726 .59 " N. 2.981.70 IW 359.50 N.88° 54' 02--E. I 984. 98' N. 3.000.60 IE . 625. 29 N.8;,0 59' 20" E. I 380. 14' N. l!.047.00 IE. 1.002.59 GREEN I I 5 .. ! ':S0•W. i:Sl.55' + I _,_1 _______ +N.2,000 . / I J!fl7• 50" O I" E. I 250 . 73' 274 N. 3,141 .60 IE. 1,234.79 I 1 rl///jjffi '\ 'SI~ N.:S4"11"59"£. 42:S.18' 12 N.19•s:s· :s4H£. 22.92' 260 \.-,~ •' ,~~"b~r-ic~1~Fe"l:1i'rc[::::Jc~50~32i2A~~~+:~ N.1_,000 + 131 ' , ' , I , , , , , , ' , ' , , , • , I , • , I ' ' , , I ' , I 533?11 ' ' I ' ' . , S.1!1"5:S' :S4HW. /5:s. ' ' ' EXISTING PIERHEAD L INE • 3 AC • ' .{~L'.=-··'-., •• ~---- ·-. ( .-.-/~ .. \\fah<~:::::-.~-:::~ ·-~~.:::· .. .-... : ~, :· -.. ·:-'·.: > • ;~:: .. :· .. •. • .•. ·.:•: :,,: \ LINDA ISLE ( SHARK ISLAND) ', .... ' ... ·: ----t N. -S. 000 / ,-I 30 / ' ,;,/ I • , . I --.!.. , , ' • ' , ' , , ' ' ' '--1-~,-,1~:-..._ '(.•~-- \ \ ) ( I 3 .11' I I I I 1 I I I I I I I I I 0 0 0 3i. I I ' . I6·A I I I ' , POINT 'ORIGIN' 'PROMON. POINT' '60" 177' • -~\ '\ ~~ ~~~lif • I~ ,. -,,!ft~ ~\;! +vt"' ~ ~:: , -~l~' <\jl:! I i~\ ;i:111:: ~I.¥,,,. \~ ~1:,:-, 1i:r ~-I t,(f r.,· I ,~~- I ' ' I / I / I / I / I / I / \ I I / I / / I / / \ I I I / , I I I I / / I / I PROMONTORY POINT--....._ \ 1 / 1 ----"------------.....v N. N. N. N. I I I I I I REFERENCE COORDINATES 000 .00 E. 129.90 w. 3197.60 W. 2899.61 E. / I , I 000.00 16.79 162 .89 2375.50 / / 18 / I POINTS / / DESCRIPTION FOUND U.SC.BoG.S MONUMENT, MARKED "USE ORIGIN. SET 1960 FOUND U.SC.BoG.S. MONUMENT MARKED PROMONTORY SET 1875 RESET 1956 RESET BY TRIANGULATION, SET 2 1/2" IRON PIPE WITH BRASS CAP MARKED," 6 2 . RESET 60. I. Co." FOUND 4'"VIT. PIPE, CHECKED BY TRIANGULATION, -----~ - PIERHEAD COORDINATES COORDINATES -1- NORTH • 129.90 WEST • 16.79 s: ';, 7> POINT OF ORIGIN--+ COORDINATES REF.0 8EARlNG ------I DISTANCE COORDINATES REF.0 BEARING I DISTANCE 6 l! t N. 1.030. 30 I W. 2 458.31 687 N.34" I8'59uE. I 423.1 0· $."""' I 3· 42" w. I 78'> An ' 633 N I379."2 I W. '>21".73 689 N.33°55"55"" E.I 1.253.54' S.34" 28'23""W. I 81 0.50' 635 N. 2.4 19. 891 W 1,5 I 9.99 691 N.58°09'30" •. I 571.08 s. II•0,,·zr"w.\ Cic~.r, .. 637 N. '> 721.I7 IW, 1.034.86 693 NORTH = 000.00 EAST = 000,00 COORDINATES N. 72" 5 I" 54·· E. I 715 .07 ' S.33°00'56" W. I 132.59' 639 N. 2.9 3 l.85 JW. 3 5 1,52 695 N. ea• 54' 02· E. I 980.54 ' s. 85° I8'53H w. I I, 186.1 I' 641 N. 2 ,9 50 .66 IE. 6 28.83 697 N.82" 59' 20"E. I 389.40' s .02•53•30 -w.I 1.607.31· 643 N. 2,99a20 JE. 1,0 15.:'12 699 N.67 °5 0'0 I" E. I 272.4 3 S.58°09'3 0"" W. \ 30 7.1 0 645 N. 3.100.98 1 E. 1.267 .62 701 N.3 4° I5"44"E .I 2 28 .76 ' S.33" 25'30"W. I 977.92' ' 531 -1¾..t S.56°41"57 L. 51 .62' 647 N. 3.290.0 41 E. 1,39 6 .41 703 3: 0 0 0 N 31:' 5 3 4 A s. 64 9 N. 34• 15' 4 4" E. I 1.325.89' N. I ·' ~ ~ .. _ ... _ ' ~. .. S.38°5 0"47" W. I 53 7.92' 4.3 8 5. 85 1 E. 2.142.85 705 S. 19° 53'3 4" W.I 15 3.9 4' 364 I ·' "1 .,. .... ,, ~ .. ~ "!l ILi N. N. N. N. ,._ N. N. N. N. N. N. I 21 /, I ' I I , • 276 , 278 340 342 344 346 348 350 -.~., 354 356 358 3._n 362 364 . 366 134 20 ' N.34" 15'44" E. I 213 .68' N.34° 15" 44" E. I I 356 .45 ' i::1111•I3•42· W. I 885.40' S.25°42.2'3" W. I 351. 82 c,~nn •w. I 44'> .07' S. II 0 59'27" W. I 568.30 S.33° 00'56" W I 229 .69' S,85° I5•i,;3•• W. I Ll69 . 85" s.a2•53·30• w. 1 L45l.85' S.B2° 53· 30'" W. I 131. 55° s.se• 09'30" w. 1 263 .11 S.33°25'30" W. I 131.55' s_33•25•3o•·w. 1 300.00" s.38°50'47"' w. 1 1.215 .08 s.1QO ~~•~4n w. I IR~ 7.39 1 S.56°4I"57" E. I 60.74" N. 3,3 I 8.20 IE. 1,355.09 N. 4.422. 73 IE. 2.107.49 N. 4,118.031E. 3,4 15.04 N. 3.761.13 IE . 2-604.76 N. ~ ,.1 ."'1 It., "J .15 N. 3.099.93 IE. 2. I ,4.75 N. 2,544.031 E. 2.056.68 N. 2.351. 43 IE. 1,931.53. ]i ~ z.::a: cu», IE. 765.59 N. 2.076.22 I W. 675.09 N. 2,059.93 I n . 8'"65:"64 N. 1.921.13 ,w. I.n29.14 N. 1,8 11.34 I W. 1,101.60 N. 1,560.96 , ... 1,256.85 N. 614.62 IW. 2.02899 s. 3.55 IW. 2.252.68 s . 36.90 JW. 2,201.92 -- ---I: 500' COORDINATES 4.09:'I.B7 I E. 3 "'00.62 3. 778 .49 IE. 2.584.61 3, I I 0 .32 I E. 2,125.85 2.563.48 IE. 2,009.71 2,452.30 I E. 1,937.46 2,355.42 I E. 755.3 2 2, t 56.52 I w. 839.64 1,994.5 0 I W. 1,100.52 I, 178.32 I W. 1,639.2 1 759.37 I W. 1,976.61 6I4.f 2 I W. 2,028.99 I ,, ~ :'· ·-"'-:. 1000· SCALE ORANGE COUNTY HARBOR DISTRICT 1901 BAYSIDE DRIVE NEWPORT BEACH . CALIFORNIA HARBOR LINES UPPER NEWPORT BAY NEWPORT BEACH, CALIFORNIA DRAWN BY REVIEWED BY DUNCAN L . MARTI N CHECKED BY JACK A . ROZEAN SUPERVISED BY WILLIAM R. MASON REG. CIVIL ENG. No. 9778 DATE JANUA/?Y 26, 1962 I ,, ,, ';>.:"'"':, HARBOR ENGINEER REG. CIVIL ENG. No. 10087 RECOMMENDED BY HARBOR MAN AGER \ 1 I I , . ( • I .. , ,, \ • l ·' ,. I ..... _ ,<.,. " .. N.9 ,0 0 0 N.8 ,000 N. 71 000 N,61000 0 0 0 IIJ N.5,000_ SEE SHE T No4 FOR TRIANG ArtoN N IIJ -----+--- EXISTING ADJUDICATED L NE \ ,, ~';:-;,;""-:. 5_47•35·22· . 3369.76' TRJANBULA ON TIE FRO••r-f--.... .. 62" TO " O" / s,23•40•43" w. 831.33' / TRIANGULATION IE FROML--0+✓.?---7, "62" TO U,S.C. a G.S. 0 "PROMONTORY" /o / . / N / / I - PROPOSED \ ., ·; •• -.&.. ' ~ .. I I I P ERHEAD \ \ ' ' 0 0 0 ,q-" N ___ w+ N.9,000 o; 4 ~--,---I -~IN. 7•11•07"£. 1549.68' TRIANGULATION TIE FROM / "WENOY" TO "75" I I I I I I ENDY" 8401.49 3637.39 414.9 5' (--- /(////(! I/Jjl/!1111 1/////1; ,___ __ __, EXISTING ADJUDICATED AC t----t N.7,00 _ I l l l l I I I l I I '7i;t:;:;::----_l N. IS 9 9 O. O 0 824,49 -« ~ LINE \ .. ~ ::<.:-o...;, LEGEND _206_8 _____ 2"°7...,0 INDICATES PROPOSED BULKHEAD LINE AND PROPOSED -REFERENCE POINTS . ~ __ ~ INDICATES PROPOSED PIERHEAO LINE AND PROPOSED REFERENCE POINTS, _13o-0 _____ 13_,,_f _ INDICATES EXISTING BULK HEAD LINE ANO EXISTING REFERENCE POINTS. 530 531 INDICATES EXISTING PIERHEAO LINE AND EXISTING REFERENCE POINTS, ···O····-···-----o--- 15 13 ---. 16 14 -----.. -· .. INDICATES EXISTING ADJUDICATED LINE ANO EXISTING REFERENCE POINTS. INDICATES EXISTING LOT LINES ANO EXISTING REFERENCE POll~TS, '-"-"-.:--,"-~\:<: \'.5':_4 INDICATES MARS HLANO. I\"-,"-0 >-°"' '-~ \, b , •i· : -. • -::m INDICATES SANO. ~111e~1fil1l~\~I1@1~m INDICATES STEEP SLOPE. / INDICATES TRIANGULATION REFERENCE POINTS. PIER HEAD COORDINATES REF.0 BEARING I DISTANCE COORDINATES ~4w N. 4.3815.8151 E. 2 142.815 N.58° 01· 21" E.1 33.12' 651 N. 4.403.341 E. 2.170.98 N.158°07 21" E. I 596,1 3' 653 N, 4.718.16 IE. 2 677,2" N, I9•49· 08" E. I 634,61 651) N. 15.3I15,24IE. 2-8 92.19 N. 1•21•39•w.I 1161.18' 657 N. 7,061.52 IE. 2-663.151 N, 1•09 59• w.I 991.37' 659 Ill. 8.045.14 IE. 2.539.84 N. ~•IR ~g El I09n,""' B"-I N, 9, I 33. 91 IE. 2.602.77 677 N, 8 .991.40 IE. 3.2157.37 s. 8• 06' 31 "E.1 688,09' 67.9 N. 8.307.22 IE. 3 330.60 5. 8°08' 39" E. 1 632.61' I 68I N, 7 680.99 IE. 3,420.21 s. 2°43'47"E. I I 643,77 683 N. 6.0 39.08 It., 3.498.49 s. 9°32' 49" E. I 944.32 685 N. 5.107.841E. 3.6155,12 s.I9•I9•I2~ w.II014,I15• 3;!oci.62 687 N. 4,093.87 IE. REFERENCE POINTS POINT COORDINATES DESCRIPTION '62' N. 5470,32 E. 2325.09 RESET BY TRIANGULATION, SET 2 1/2" IRON PIPE WITH BRASS CAP MARKED "62, RESET 62, I.Co." '64 -A' N. 9 173.30 E. 2288.21 RESET BY TRIANGULATION, SET 2 '1" IRON PIPE WITH BRASS CAP MARK D, "62, RESET 74-A, I.Co." '76,A' N. 5990.00 E. 3824.49 RESET BY TRIANGULATION, SET 2 I/~" IRON PIPE WITH BRASS CAP MARK D, " 62, RESET 76-A, l. Co." 'WENDY' N. 840 I, 49 E. 3637.39 IRVINE CO. MONUMENT, SET 2 1/z" IRON PIPE WITH BRASS CAP M'ARKED, "62, WENDY, I. Co." 1000' . \ BULKHEAD COORDINATES ~F.E> BEARING I DISTANCE COORDINATES 1778 N. 4.422.73IE,2I0'7,,." N.15B0 072I" E. I 43,69' 128n N. 4.4 4 ".A( l•.<>144,cc N 58° 07' 21 " E. I 1176. 78' 282 N. 4.750.411 E. 2.634.37 N,I9°4B'08" E. 7 613. 37' 7'14 N. 5,327.51 IE. 2 -.42.l t N. 7°27'38"W. I 17515,36' 2B6 ~.u• N. 7 068-01 IE. 2,61 4 .25 N. 7° 09·59• W. 7 288 N. 8.052.30 IE. 2.490.49 N. 3° 18' 29' E, I 1086,31 290 N. 9.136,801 E. 2-553. IB 326 N. 8,992.681 E. 3,307.157 S. 6° 06' 31" E. I ~a .... _,1..,• 328 N. B ,., 12 ,o4 IE. 3,~•n,37 i::,I3• " I ... ,. _._.._. 330 N. 7.909.341 E. 3,478.36 I !'!,IQ• 50'56" E, I 220.411' 332 334 336 338 340 200' N. 7,6-92.83IE. 3.519.86 S. 2°43 47" E. I 1646.06' N. 6,048.641 E. 3 !198.25 "· 9 • 32' 4 9" E:I Cl <:12 :ci°5 N. 5.070,33 IE. 3762,78 S.26°06'Qn W. I 117, 59· N. 4,9.,4,7 .. IE.3r11.06 s. 19• 16' 12· w.1 896,96" N. 4I IB,03IE.3415-04 ORANGE COUNTY HARBOR DISTRICT I 901 BAYSIDE DRIVE NEWPORT BEACH, CALIFORNIA HARBOR LINES UPPER NEWPORT BAY NEWPORT BEACH, CALIFORNIA DRAWN BY DUNCAN L. MARTIN CHECKED BY JACK A. ROZEAN SUPERVI SED BY [ WILLIAM R. MASON, REG. CIVIL ENG. No. 9 778 DATE ,JANUARY 26, /962 '• REVIEWED BY HARBOR ENGINEER REG. CIV I L ENG. No. 1008 7 RECOMMENDED BY HARBOR MAN AGER 3 FILE NO. SHEET __ OF ..1._ SHEETS • ' ' 0 0 0 . C\l w EXISTING ADJUDICATED LINE N.13454,30 E.2227 ,61 N.13, 000 -::: I ~I =1 ~ -I ?i~ I ~ I -~~;:::; ~ I ~ I ~~ ,: ""'l,,~t~~ ~ 1 "'¾~/, t~ ~ : 1/II/II/IJ!;IJ?.£ 3 ½ ~~?~ 1//J. ' I I I I I . • ' \ \ \ I \ \ \ \ \ \ \ \ \ l \ \ \ \ \ \ \ .... r--- I II.. .., : • II.. ~ ---------- 510 I I \ I \ \ . !I W 76.37' __,......._ 667 I I 508 \ -----~1----~~~r,,"~ /' 55" E . AC I I I I I I 2~4 " I . I '°' I I I I 665A s. 58" 20,4 AC • • s.so•n 48 \ \ 50.00' / / . I 41/.0 I I I \ \ \ I I PROPO \ N. T2°08.49"E \ I I \\ \ ' I ED' PIERHEAD LINE PROP SEO BULKHEAD LINE '-.._ I I \ I I \ 92.53 I ' N, I 0, 0 0 O_+ ---t---1;:: - •' ~ ·:·,. .·,: . '• ;;, .,__ ~~o ~~ ~~ I I -.., ID - 64A 1;. ,4f:' N.9,0 0 0 ----t ~ 0 0 0 -C\l w \ 6 3 ,8 A I 0 0 0 \ r I I \ - = ~ I~ - - - . , 2 OOl .83 AC 25 ,? AC ----+--+-- ~~---i N.11,000 0 0 0 IO w EXISTING ADJUDICATED LINE N.1O,00 0 _!t_.§~._5 4'.J4': . .F"'s_4J'J'l;j,~~NCA-.r----- _.,..,z::-----o TIHANGiiLA'ftON-TTE TO u.s.c. a G •• 0 0 <t' w -- ' ' / I f ' I ' 300 N. 64°15'32" W. 3403.62' TRIANG/JLATION TIE rROM ll.S.C.S G.S. "'BARRANCA" TO fJ.S.C.S G.S "CAMP" PIER HEAD COORDINATES REF.c, BEARING I DISTANCE COORDINATES 661 N. 9 133.91 !E, 2.602.77 N. 3° 18' 29" E. I 633.61 663 N. 9,766,46 IE. 2.639.33 N, 9° .au' Iii:-W. I 1385.6.: 665 N, 11 J .,.,,oe It:. "'-410,:n, s. ao •29· 45-w. 1 50.00' 665 A. N. I I. 124.81 IE. 2.361.25 312 N, 12,186,34 jE. 2,9311.02 s. 7° 43· 51-w. I 76.37' 667 N, 12, 11 U,0:,f Jt:. 2 -24.74 <>.<Ja 1 41 155• E.1 4 I 1,02' 669 N, 11,897.13 IE. 3.275.94 N. 12 • oa· 49--c., 1 92.~-, 314 N.11, 925,49 IE, 3,364.02 320 N. II 900,02 4 589.67 s. 72°08'49 w. 77-1 5 N. I 8 w. 2032.43 673 .10 148,32 . 3 446.38 S.15°10' 05 W. 568.47 675 N. 9 599.65 3,297,64 s. 3 4716 w. 677 N. 8 991.40 BULKHEAD COORDINATES REF. t> BEARING I DISTANCE COORDINATES 290 N. 9 136.BOIE.25!'1:0..IA N, 3°1n 29"E, I 628. Oo 292 N. 9.763.761E. 2589,41 N. 9°30' 12" W. I 1 .. 31 ,84" 294 N. 11.373.20 IE. 2 319, 99 N. 7•43 57·· E. I 2,185. 19' "'"6 N.13.538.52 IE. 2 614.00 N.50•29' 10" E, I 269.51' 298 N.13.709,99•~ 2.821.92 N.ee•42 o3-E. 1 2580.90· 300 N. 13,768.152 IE. 5,402.16 s.61•29•3e--E. 1 497., ,. 302 N-13 531.27 IE.5,839.00 S. I O 53 19" E. I 497.11' 304 N. 13 034.431 E. 5,855.38 S. 57 •44'49• W. I 497.11' 306 N.12, 769.14 IE. 5,434.98 S.!!7° 33 . I ..:.001,K-"' 308 N.12.683,761E.3,434.97 S. 72 •09·4;, W. I 475.06' 310 N. 12,538.12 IE. 2,982.78 S, 7•43'57·· W. I 355.00' 312 N. 12,186.341 E. 2,93 5-02 S.58°41'55" E. I 502.08' 314 N. l t, 925.49 i E. 3,364.02 N.72°08'49° E. I 5.834.14' 316 N.13,714,11 I E,8,917,22 S.17° 51' II"' E. I 400.00' 318 N.13,333.371 E.9 039.85 s.12°08·49--w. 1 4_.,f!i.~c: 320 N 11. 9 00.021 E. 4,589,67 S.31°45 43" W. I 2083.84' 322 N. 10 128,25 IE. 3 492.76 s.15•10 05•· w. 1 556.26' 324 Ill. 9,591 .381 E. 3.'347.21 S. 3° 47' 16·· W. I 600,00' 326 N. 8.992.681 E. 3,3'\.,7.57 AC ' I ' EXISTING ADJUDICATED LINE L E G E N 268 2.70 INDICATES PRO OSED BULKHEAD LINE ,.iiii,o,,ii,----o-AND PROPOSE REFERENCE POINTS. 6~9 130 641 ----<r- 131 INDICATES PR POSED PIERHEAD LINE AND PROPOS REFERENCE POINTS. THE BULKHEAD LINE defines the channelword limit to which 1olid fill structures may be built • THE PIERHEAD LINE defines the chonnelword l!mit to which open pile 1tructura1 may be built. NOTES INDICATES EX STING BULKHEAD LINE --0-------0--AND EXISTING REFERENCE POINTS. 530 531 INDICATES E STING PIE RHEAD LINE ---0------------0---AND EXISTING REFERENCE POINTS, THE COORDINATES ARE IN FEET AND BASED ON PLANE SURVEYING, THE ORIGIN OF COORDINATES ARE BASED AT C.OF !::. SURVEY STATION NO I ON PROMONTORY POINT AND THE MERIDIAN COINCIDES WITH U,S.C. 6 G.S. BEARINGS AT THIS POl~T. 115 ---- 13 ' ---• I00 1 100' ~o II INDICATES EX! TING ADJUDICATED LINE AND EXISTIN REFERENCE POINTS. THE DATA REGARDING THE u.s.c.a G.S. STATIONS IS GIVEN IN THE GOVERNMENT PUBLICATION "TRIANGULATION 14 INDICATES E ISTING LOT LINES --•--EXISTING RE REN CE POINTS. RSHLAND. INDICATES S ND, INDICATES S EEP SLOPE, INDICATES T ANGULATION REFERENCE OINTS. ACTUAL LOCAT N "BARRANCA" N. 10231.79 E. 7930.95 [] 100· 200' 200' 200' 500 coo' SCALE AND POINT '68' 175' 'CAMP' 'MARK' 'BARR- ANCA' IN CALIFORNIA REPORT OF 1904-AND HAS BEEN VERIFIED AND TRANSFORMED TO THE RECTANGULAR SYSTEM HERE USED. REFERENCE POINTS ARE SURVEY AND TRIANGULATION STATIONS, S\JRVEY POINTS IN STREETS, AND LANDMARKS USED BY THE SURVEYORS OF THE U.S.C. & G.S. ORANGE COUNTY HARBOR COMMISSION, CITY OF NEWPORT BEACH AND THE CORPS OF ENGINE ER S . REFERENCE POINTS COORDINATES DESCRIPTION N. 13454.30 E. 2227.61 RESET BY TRIANGULATION, SET 2 112" IRON PIPE WITH BRASS CAP MARKED, "62, RESET 68, I,co.• N. 9939.00 E. N. 11,710.00 E. N. 13,569.44 E. N. 10,231 , 79 E. 3831.21 4,865.09 7,06!l39 7,930.95 RESET BY TRIANGULATION, SET 2 1/2" IRON PIPE WITH BRASS CAP MARKED, "62, RESET 75, I. Co." FOUND U.S.C. 6 G.S. MONUMENT, MARKED IRVINE CO. MONUMENT, SET 2 l/2" IRON PIPE WITH BRASS CAP, MARKED "62 MARK, I. Co," FOUND U.S.C. a G.S. MONUMENT MARKED, ORANGE COUNTY HARBOR DISTRICT 1901 BAYSIDE DRIVE NEWPORT BEACH, CALIFORNIA HARBOR LINES UPPER NEWPORT BAY NEWPORT BEACH, CALIFORNIA DRAWN BY REVIEWED BY DUNCAN L. MARTIN CHECKED BY JACK A. ROZEAN HARBOR ENGINEER REG . CIVIL ENG. No. 10087 SUPERV I SEO BY RECOMMENDED BY WILLIAM R. MASON REG. C!I/IL ENG. tlo. 9778 HARBOR MANAGER DATE FILE NO. JANUARY 26, /962 ✓ OF _1_ SHEETS I L----------=-""'-"""'"-"''=-===~~~=~="='.:. ... -~---~-~.,.;,' '------=~-~~='"''-----~--.s-e=J•-=~======-" "'==~-~--~--~--.......... .....,.__9,1====~~~=""""=' •. \ \ I I .• ·' ·' ,, ~· ~-~=:. ·;' .:: .""-;, ·:' ~~_ .... ' ~. .. ,. 1 ·•~;;"--:,