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HomeMy WebLinkAboutH_5151_St g ci ~ "' m :::c:: i--: Fi: ~ _:_"'+---f!--.'."AO".'.A~M2_S _::_AVE'..::.,,· ---t_,. w co ORANGE COAST COLLEGE BAKER ~ .,_4,, ~e-" ~ RJ ® <§"" .tf, "'°'"' 'S " / z 0~ I-V, CITY OF COSTA MESA "' ~,I 6 !? >_;, .;§ / CITY " 0 V/ A OF w "' (9 "' "' z ~ <: -" "" I-0 "' .,: :,: w 5 "' .6',p/ > / IRVINE a'?, ~ ~ 4 Pl zo ::> 8§ :r: 11.. VICTORIA 19TH ST. < ~ ST. NEWPORT-17 OF 1-,::, "'"" <'-, UNIVERSITY ~ 'o> U.C.I. WPOR BISU ~ \ CH ,,,,, 4 VICINITY MAP SCALE: 1" = 4400' PROJECT LOCATION SYMBOL LEGEND ABBREVIATIONS • POWER POLE (QJSSMH SANITARY SEWER MANHOLE '- 'tf FIRE HYDRANT Q-~-WA TIER METER BOX & SERVICE D GM GAS METER -VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE (J {J SHRUBBERY .LLL. LLL .LLL .LLL. AC DIP VCP RWV FE MJ NTS RT STL ASANO IP&T MON CATV DWY co ARV ASPHALT CONCRETE DUCTILE IRON PIPE VITRIFIED CLAY PIPE RESILIENT WEDGE VALVE FLANGED END MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) AIR RELIEF VALVE RO. (; ~ YARD &:3 RESER t.:J >- RD. 8i I · -I ASPHALT PAVEMENT BRICKWALK CONCRETE B/APPR BACK OF ALLEY APPROACH . . . . . . ku////j BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE ___ -5 ____ SEWER LINE -----W---·-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -CATV-CABLEVISION LINE -SP --SPRINKLER SYSTEM SIGN EV ELECTRICAL VALVE SW SIDEWALK SAND TO BE HYDRAULICALLY DREDGED DREDGED AND IMPORTED SAND TO BE PLACED Cl z <C _j en <C 0 <n ID c:J _j~ <Cs ID"' tj c:, cc 3 w z ~ ~ co a, w a, c:, - ~ ~g "' ~ >--< 0 a,..., ,!, "' 0 z .._ -~ _j ::.::: ~ et:: + ~ LO ..- EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS DAY 634-3127 835-5200 NIGHT 634-3211 835-5200 611 644-3717 I.;, CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG COMCAST CABLEVISION UNDERGROUND SERVICE ALERT 611 644-3011 962-2411 542-6222 1800-422-4133 644-6222 1800-422-4133 PUBLIC WORKS DEPARTMENT GRAND CANAL DREDGING, EELGRASS TRANSPLANT, AND ROCK BUTTRESSES C-3154 APPROVED: G2wR-DATE: \l/3o/9 S DIRECTOR OF PUBLIC WORKS R.C.E. 16791 APPROVED: (j_) ~ ~ CITY ENGINEER ~.E. 24967 DATE: n II EX. STORM DRAIN PIPE~ I I EL +S OO == -~1=== 'IE===--,..--11 11 -..._ -2_ :'_ :=::;_:::,,,ii~ GENERAL NOTES 1. Tl-IE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAll1NGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1994 EDITION ANO SUPPLEMEtllS 2. STATIONING REFERS TO CENTERLINE OF GRAND CANAL. 3. EXISTING UNDERGROUND UTILITIES ARE SHO\\N AS PER AVAILABLE RECORDS. THE CONTRACTOR SIIALL 8[ R[s.r'ONSIOI.E FOR l'[Pir·~~r, Tl-IE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PPOT[CT [Y1STINC. UNDERGROUND UTILITIES, DRAINAGE FACILITIES AND OTHER lt.lPROVEI.IENTS. 4 PROTECT IN PLACE EXISTING PRIVATE DOCKS (NOT SHO\\N). CONSTRUCTION NOTES G) COLLECT EXISTING EELGRASS WITHIN THE CANAL BED AND SIDE SLOPES IN PHASES. Q) TRANSPLANT COLLECTED EELGRASS 'MTHIN THE DREDGED CANAL BED AND SIDE SLOPES IN PHASES. NO EELGRASS SHALL BE TRANSPLANTED UNDER THE PARK A VENUE BRIDGE. G) HYDRAULICALLY DREDGE THE CANAL IN PHASES © PLACE THE DREDGED SAND ONTO THE CANAL SIDE SLOPES THROUGHOUT THE CANAL. @) PLACE THE IMPORTIED SAND ON TOP OF THE DREDGED SANO Tl-IE FINISHED SIDE SLOPE SHALL BE 3: 1 HORIZONTAL TO VERTICAL @ PROTIECT EXISTING EELGRASS IN PLACE. (j) REMOVIE AND DISPOSE OF All DEBRIS FROM THE SIDE SLOPES BEFORE AND DURING SAND PLACEMENT. ~ ~ ~ ~ ""' "' ""' ~ ·~ El. 9 00± TOP or :: EXISTING BULKH[~O EL. +500 I~_/ EX STCRM OPAi~ PIP[ n-~ -__ -:::==.i=;."' - --Ir = -tt -"'""'------;_: - -II II JJ--U 11 11 U --l!_ II U ____ -. ___ -¥ ,.,..----U 11 11 11 II 11 11 II 11 II II II LITTLE BALBOA ISLAND 40' SEE SHEET 2 FOR X-SECTIONS ~ PLAN VIEW SCALE 1'' = 60' 1 t:::-::-:-:-, 3 so· 60' U1 w J 0: REF: H-5063-S, W-5137-S DATE BY ..-:-:::::::11 :i :io· so· 100· SIMPLIFIED CROSS SECTION SEE SHT. #2 FOR DETAILS NDT TO SCALE APPROVED ~-R.C.E. NO. 19111 DATE ./;'6, ~ II II -1------~i'S "' >-e, ,._ ~ n >-::J < < 1------~"' >-<C CD .._ et:: 0 ~ w z GRAND CANAL DREDGING AND EELGRASS TRANSPLANT DESCRIPTION APP'O. DESIGNED n DRA'M-1 MGRAClA CITY OF NEWPORT BEACH H-5151-S 1--...J....--'---------------'---ll-,,CH--,E,-,,C""KE"'O_..c....:+0,...,A=TE~=="-I REVISIONS LO 30 Nov 199 PUBUC WORKS DEPAR'IMENT SHEET 1 or 3 ~ w < -· z -. C < w C• rn • 0 ~ ~ > -" " m 0 " 0 ~ rn < z C < • rn " 0 -~ C • I' I I I' ~: ~ a z ~ z "" " ,, C ~ D ,, z " ~ \; z :c D r D " D CD ~ 0 ~ a z ~ s z _m n ,, r ~ 0 • ~ ~ - I Ill ~ \; z :c 0 6 • " ~ D • CD 0 ~ z (j) z C :;;;: l.ll rn :u D ]J ~ z u.J z C :;;;: l.ll rn :u :c ' D :u ~ z u.J z C :;;;: ~ ]J D :u ~ __, "' __, ~~ ~ <( "' w X v, w '-'-:':i 0 "' w ~ <.J Cf) ""'<( '-'-w __, "' __, z< -3' ~ <( "'w XV, w >-'-'-__, 0 "' w~ <.:, V, <( < '-'-w __, "' __, ~i ~ <( "' w X V, w >-'-'-__, 0 "' w w~ <.J V, <( w '-'-3' __, <.:> __, ~i ~ <( "' w X V, w >-'-'-__, 0 "' w~ <J Cf) < <( '-'-W EL.+5.01 t---k----if--+--+--t--+--+--t--+---,_____ El.+5.0it---!i:-7 --+--+---lt--+--+--t--+---t EL.+5.01!---k----ir--+--+--t--+--+--t--+--""'i--EL.+5.0 i---t---1---i---i----J---i---t---Jr----:t---j.---,_ ~:--~~' 1//: : ~0 _/t ..... :,= ___ 11\.~'~,~~==:==~===~==1==~~==tl/~/~'~==:---~---;0 I,---.~~" ,61 ,:' 1//:. ~ /l-~--+-~-'i,c--1\-.-.. f----+-+--+---+--+--+-J-:-J/''+-_/-/-::i ,, ~ EL.0.0 f---+--++-"lb+--+--l--+--+-,J'l-i--+---l l~,I' i,,j 0 10 20 30 40 50 60 STA. 4+00 70 80 90 100 EL.+5.0f---,.---+--+--+----i--+--+--l---r---1 ~ '-J ~~~ck-:J_H,--f--t--+--+-+-+/~'L✓~-;!----==t; ' / 0 10 0 10 t X 2 -lf---+---+---H, 3 ,}-1---+---l 20 30 20 30 40 50 60 STA. 3+00 70 80 1 X2 ,,-,, ~)-1---+--- 40 50 60 70 BO STA. 2+00 90 100 90 100 EL.+5.□1---k--l--+--+--jf--+---+--f--r--t I\ J 4 5 7 \ I I---+--LJ__ _ _J __ t:,:1:"':= X2~(B}-1---+----+i ---1----' 0 10 20 30 EL.+5.0 \ 4 \ 5 7 ' ' \. EL.0.0 M.L.l.W. -\ -- -,. \ ' ', \. ,, EL.-5.D 0 10 20 30 40 50 60 STA. 1+00 70 fJ 1.· 'I ,(-.• -d{I If >; .• • -70,,· <-:· ./J~::~--f ·'' 1---~ ,_ -(0 : 1 40 50 60 STA. 0+50 2 ,3, 70 80 90 100 ' / . / / . / ' 80 90 100 " '-. , 1---+---1--'-'-----1--1'.1) ~H--t---t------lr----1 0 10 20 30 ' 40 50 60 STA. 5+00 70 80 90 100 , / \ _, EL.-S.Ol--+--+--l----l-:..._..-+-....,__+-_+_-I __ .J.-_-l \ / 0 10 20 30 40 50 60 STA. 6+00 70 80 90 100 ,\. , EL.0.0 l--+--+~,.--1--+--f---/---j-:~'...<..J---/---J I/ M.L.L.W. l---l--+----'.+---l---+---+---1--'''---1---+--l , / \ ' . EL.-5.Qll----1---+--+---+-,~-+--.<...J.---l---+---+---I ' _/ 0 10 20 30 40 50 60 STA. 7+00 70 80 90 100 ' '-~/ EL.0.0 l--+--l:.,..:l~.J.---+--1---1---l--!Je:_e---l---l M.L.L.W.1---J----J-'~\.J---J---l---\---l,-/(___f---l---l ' I . I , I I'. EL.-5.0ll---+--+--+---+-"-,-1----+ ✓~--+---+---+---! ·, / 0 EL.+5.0 ~ EL.0.0 M.L.L.W. EL.-5.0 0 10 20 30 40 50 60 70 80 90 STA. 8+00 \. J ----"\ / ' '' '-'6, I/ ,' 10 ' ' ', \_ \ -, \ 20 30 \ \ " I ' ·, ,.- 40 50 60 STA. 9+00 / / ,/ , I . I / 70 BO (ALL ELEVATIONS SHOWN WERE FROM A OCTOBER 1997 SURVEY) 90 100 ., , ,., 100 (2 ' / ' / E ' / L.0.0 1----1----+--,-+---1----+---1---+~--+---1---l \ / \ . \ I ' . \ / EL.-5.011----1---+--+--:..+---1-,-'--+---1----1'---+--~ 0 10 20 30 ,/ 40 50 60 STA. 14+00 70 ' / 80 90 100 EL.0.0 l--+--l~-.J.---1----je---l---+--,L-je---l---l M.L.L.W. l----1---+-'-"'-1---1---+---+--¥-'-✓--+---+--l \ / \ / . , \ I \ / El.-5.Qll---1----+---1---4-\-----lr-/-'---1---1------lr---+---1 0 10 20 30 ,.._' / 40 50 60 STA. 13+00 70 '\. / 80 90 100 / EL.0.0 1----l----t4...+t--+--l--+---+/.'/'--+--+---I M.L.L.W.1---+---+-'~-l----1---+---+---IC.--1---+--~ \ I I I I ' '. / EL.-5.0ll----1---1---1---'J---lf----!L--+--f----l--- 0 10 20 30 .• 40 50 60 STA.12+00 70 \ / BO 90 100 , EL.0.0 1---+--l-'-,,--+---+--11---!---+r--l---!----l M.L.L.W. \ \ , I \ I , ' \ I \ ,:' EL.-5.011---+---+---+--.,..+-,--+-/+-+---+--!--+----, 0 10 20 30 EL.+5.0 \. - 4 ---" ' I>--J 5 '" ' EL.0.0 ', M.L.L.W. ' \ ' \ . EL.-5.0 0 10 20 30 / 40 50 60 STA. 11+00 '"s~ \ \ I \ / . / c· 40 50 60 STA. 10+00 / / 70 80 90 100 • . / ,, ..- //' , / / I 70 80 90 100 --r:;--, 1---+-1-t--+---+---H 3 t-+---t----e ---t---1 0 10 20 30 40 50 60 STA. 15+00 70 80 90 "\_ J I 100 EL.0.0 1--+--f__:'\c-+--+--+--+--+~-l--r-,+---J M,L.L.W.f--f--f-f-'"~:---J---j---j---h'-/-j-.,:_/~+---J \.~, ~ ·-.... . - ''---+---+----If---!---+--+--++-""1 EL.-5.0r 1--+--+--lf----l I---+---+-~ 1 ) 2 }---+-~-16'~~1 >- 1--1--l. ~ '-V "I 0 10 20 30 I 40 50 60 STA. 15+50 X-SECTION SCALE HORIZ. " = 20' VERT. 1" = 4" BENCHMARK NB3-13-70 70 BO 90 100 CONSTRUCTION NOTES 0 COLLECT EXISTING EELGRASS WllHIN lHE CANAL BED ANO SIDE SLOPES IN PHASES. @ TRANSPLANT COLLECTED EELGRASS WITHIN lHE DREDGED CANAL BED AND SIDE SLOPES IN PHASES. NO EELGRASS SHALL BE TRANSPLANTED UNDER THE PARK AVENUE BRIDGE. Q) HYORAUUCALL Y DREDGE lHE CANAL IN PHASES 0 PLACE THE DREDGED SAND ONTO THE CANAL SIDE SLOPES lHROUGHOUT THE CANAL ® PLACE THE IMPORTED SAND ON TOP OF THE DREDGED SAND FINISHED SIDE SLOPE SHALL BE 3: 1 HORIZONTAL TO VERTICAL ® PROTECT EXISTING EELGRASS IN PLACE. (j) REMOVE AND DISPOSE OF ALL DEBRIS FROM THE SIDE SLOPES BEFORE AND DURING SAND PLACEMENT. LEGEND: ~:[;:(.'.:•:~::~::}~:j SAND TO BE HYORAUUCALL Y DREDGED I I DREDGED AND IMPORTED SAND TO BE PLACED 0. 6980 Exp 6-30- C[Vl\, Op Ct>.\,\ C-3154 APPRJJ~ - ~NCiNEER R.C.E. NO. 19111 DATE Jt/K)/fl GRAND CANAL DREDGING AND EELGRASS TRANSPLANT ' ELEV. 8.17 'MLLW' 1-o_A_TE~B_Y~----□E_s_cR_IPTI_o_N ____ --'-A-PP_·o-+=DE=Sl=GN=ED __ n-+-oR_AWN ____ M.c.:.Gll-'-A"-'aA-1 CITY OF NEWPORT BEACH H-5151-S CHECKED LD □A1:m Nov 199 PUBLIC WORKS DEPARTMENT SHE£! 2 or 3 REVISIONS I I I I ii z C s [D m II 0 :cl ~ z (j) z C s ~ 0 II ~ z (j) z C s [D m II n ALLEY 9 -1405--1408--1410-~ • ' ' /EX. BEACH/ ' ' • " 0 ' ' ' . " ' • •• 0 ' ' ' " 0 DO • EX. BULKHEAD/COPING 0 ~..., • " • ' SOUTH BAY FRONT AT EAST BAY FRONT _J ALLEY BAL BOA ISL, ND -1405--1408- / EX. BEACH/ :I / II II EX. BULKHEAD/COPING II II II II -1410- ~ - 8 10 ' 0 • 11 11 : v EX PIER NTS 9 100' Q_J z: <C <CZ: 0::: <C (_')(_) II II II ~ MAIN CHANNEL~ ALLEY EX. BEACH/ EX. BULKHEAD/COPING SOUTH BAY FRONT AT GRAND CANAL BALBOA ISLAND NTS ~ BALBOA ISLAND CHANNEL~ EX. PI ER ---------: I <Q. / EX. BEACH ½.,, is 8 lO NORTH BAY FRONT -w -1407--1409--1411-1 o· ALLEY I I Q_J z: <( <CZ: 0::: <( (_') (_) 100' ' • 0 • ALLEY NORTH/EAST BAY FRONT AT GRAND CANAL NTS EX. PCC COPING ~ EX. PCC SIDEWALK \ I : EX. PCC COPING ~ EX. PCC SIDEWALK ~ : : : = = = -7--/KI :----'-----'T-"OP---'-0'-F -'-'N"'EW-'-'-"BU'-'T-"TR-=Ecc.SS=-----=E=L.-'5cc. O"'±'-r __ \_ I I ====-::l,--1 TOP OF NEW BUTTRESS EL 5.0± I ,s:----'------'---'-~~---'~----'~~'-, I I I 15'± "-"' o[:l w°' o>->->-::, _____ __,2,.,,0_' "'OR-'---"'25"-' ___ ___,m SECTION A-A NTS 20' OR 25' w -' rn -0: a:: ;;: O' OR 13' 20' OR 25' I I I I I EX. PCC SEAWALL~ I IV'v~~ I li"\',.l.'-f',,-, +I ;,-, l 1:1 ~==e~~~~;;Q;~~~i1~~-~E1,:L~0!:1.0~±1 : : ~ ~;,-~:,-:" 20' >-"-::, om w"' ow >-z SECTION B-B NTS CONSTRUCTION NOTES _ _ _ _ _ _ TOP oF Ex. coPrNG :-:::--,..._r ___ _ 7------------------- I 1 I ------BOTTOM OF EX. COPING~L ___ ;,. ~-------------------I 1 EL 5.0± 10 I I I EX. ROCK I BUTTRESS 1 --., ,.Q ,....,, ... ,,,. I '-.J,r, -'-'-'-"'"""-~-"r-"'-"",,-'"'-"'r-""-,""--'--,_r--"-,'----f-r_-""---"-'r=--"'-,--""-=-""·'-_-""r-... -::..-...1.-""r-""··:..'-.,_-r .. -""---"--'\;:"""""" ,,____,__ EL o. 0± --~-J-~ -~ -~ -~ -~ ~E:S~NG SAND ~INE, ---- 8 TYPICAL PROFILE NTS @ INSTALL FILTER FABRIC OVER EXISTING SAND AND ROCK AS SHOll'J HEREON. ® RETRIEVE EXISTING ERRANT ROCK WITHIN A 100-FOOT RADIUS OF THE NEAREST SEAWALL CORNER. PLACE RETRIEVED ROCK ON EXISTING ROCK BUTTRESS @ PLACE IMPORTED ROCK TO FORM ROCK BUTTRESS. LARGER RDCK SHALL BE PLACED AT THE BOTTOM OF THE BUTTRESS NOTE: ELEVAllONS SHOWN ARE BASED ON MLLW DATUM 56980 6-30-01 CJVll. F CAl.W REF: BRIDGE2.DXF SURVEY APPROVED D C-N ENGINEER CEN01111 DATE ~~'n DATE BY C-3154 BALBOA AND LITTLE BALBOA ISLANDS ROCK BUTTRESSES DESCRIPTION APP'D. DESIGNED rr DRAvm MC-RACIA CITY OF NEWPORT BEACH H-515: -S 1--~-~-----------~---==~--t-,=------I RE1>1SIONS CHECKED LO DA~o Nov 1995 PUBLIC WORKS DEPARlMENT 3 rF 3 I " m ' < z • C a < m • $ " 0 -~ " > " ' ~ D , " D m ' " rn ' < z C ' < , ~ , " I D ' ' ' ~ -" m D " -D . $ -rn -1 < ~ 0 z . ~ z .m n ~ ~ ~ 0 " z ~ " \; z :c 0 r 0 " D " TI D ~ 5 z . s; " z "' " /' c'l " z j, TI ~ z :c 0 r 0 " D " TI D ~ z Gl z C s CD m ]J J 0 ]J ~ z Gl z C s m m ]J ::l f I~ e ' " 0 ]J ~ z Gl z C s Cll m ]J 0 ]J ~ z 526400 526200 --------- 19 0 \ CoUNI'( O'F Of21at-lGIE. ~ Mv..-r~ \,..\,=eG~O "'3r1,.T\c,,-I Prof i le A N 526326.69 E 1502925.26 El 9.00 N 526284.36 E 1502923.34 El 8-00 NE.\,rJFof;:: 1 -------- Prof i le B - -- N 526220.91 E 1502990,90 El 6.00 - N 526170.11 E 1503044.98 El 5.00 ,., ~ 165' 28,65 114.SB 00 N 526264.89 E 1503139-23 El 5.00 N 526258.96 43.78 El 5-00 --u, i NeWl)ort Horborrn::1ster Dredo1no Survey F1 le#: 978H82308 Work Order#: EH21746 Scale 1« = 20' H (pleose double check l !you rn::,y be 100k1no o+ l (on out-of-scole COPY l NE Coord: CA Zone VI NAD27 !feet! • 1 J. Contact Person: Bob Krohn (714)567-6326 Today's Dote: 05 / 06 / 98 Cut Volurre = 2493 cu yd e)(l?TI N Go f"IZ!v~~ E>U~~b ( <STI>'"( Cle.,,.__ AT 1,..61,.~ ~ c, FaT) N 526183.72 E 1503171.20 EI -Q.Y"".....___j__ _____ _ ___)~-- C::.OUNT"f cp e-9'~Nbe '?UEV£."'r e>'F IM~"T -SM,!o .e;,,e ~~V'e."f ~ "f78Hf!>'2.~o!> " :ii ~ ~ • ~ z z 15 G) , C z • < rn z g m . " . 0 C a ' n " :s: • • " " z !" OJ n m ,, ]J C: ~ 0 " z " "O ,; z :i: 0 0 r D ]J " " n m D ~ 0 a ~ ~ ' ~ ~ D • ~ z • ' ~ 0 G) . z • < 0 w. . z . " 5; 0 C ' ~ " s C • • " z !" CD n rn ,, ]J C ~ 0 " z j:; "O ,; z :i: 0 0 r 0 ]J s " n ~ D ~ • " " ' 0 "O m 0 ~ " ~ z ~ • z 0 G) , C z e < m z • " • • 0 C " ' n " ::;: > • " " z .m OJ n rn ,, II C ~ D " z " "O ,; z :i: D 0 r D II ' " n :) I D ~ :1 l rn \l JG NUMBER ION • IAVINE, CALIFORNIA NUMBER 075C.R -----------------~' oo,~, l'" •~•• pHr DRAWING NUMBER l"\•;)\-=-\· ~ DRAWING NUMBER DRAWJN1 !) N ---0 -"' "' r-- PLAN HOLD CORPORATION • IAVINE, CALIFORNIA REORDER BY NUM9EA 075AR ~"1""' ;"~•!''co,~, ~H l'"'i \IM< • "' "' ... "' N <( Q) -•- 4- 0 L Q_ --0 I r· ...... ' ........ , ........ ; ........ :·· ...... ":" ....... ·r ....... T ........ , ....... ·: ........ I ........ ;···~···· ........ . . . • • I . : , : • / : : : • . • . . . . • • ,-t I 1 1 i·l:ii:I' . . . . . . • • ,,.,'-• . . . . . . • • ,,.. • • : . : : : : /: i: . . . . . • 1' ' • ' . . . . . • • I • · ...... •··· · · L \.... l..... i 7 ((//. : . / ' . • ' ,,. : . / : ,,,. I /:/ . ., . • . . ,,. • • ·······:········'·· : : : / : • : . : ...... , ........ ,... : : / : : / : . . • :J-71 j y : : . . / . . • I • • • : : : / : : : . : • ' ' . ,, ' . ,' • ; : : ~ : : : • . . . ,/. • • I • : : : : I : . • : ' : • ········:········'······ ,i i : : :/ : : I : ·4 ······ ;·(····· •........ , ...... i. • . . IJ'. \ . • ·:-········· · · ti 1: : r • • • : . l' \: : . I: . . . ,. • I • : : : ( : : I : . . 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