Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
Highway 101 - Soundwall Plans
x ,r 1.1 x X x .5 0 '1 Design Engineer s C .W W 0 0 d Drawn by Date Checked by Date a INDEX OF SHEETS Sheet No. I " " 2-3 4-5 6-9 10-H 12 13-14 15-21 ,r u ,r Title and Location Map Miscellaneous Details Construction Details Sound Wall Details Drainage Details Contract Quantities Drainage Profiles . Cross Sections APPLICABLE STANDARD PLANS A -I 0 A62 -A A62 -B A62 -D A62 -F D73 D77A D94 D97 -F F -I0 S41-3 S42-15 • END OF CONSTRUCTION PM 11.6 END OF WORK PM 11.8 To San Francisco STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN MATEO COUNTY IN SAN MATEO FROM EAST HILLSDALE BOULEVARD OVERCROSSING TO 0.3 MILE SOUTH OF ROUTE 92 O' To be supplemented by Standard Plans dated July,1984 MOUTH WY PTON WY WY La La 1 SCALE IN FEET AN MATEO SPRP� 0 1 t I 500 1000 F-PI01(423) LOS ANGELES AND VICINITY BEGINNING OF WORK PM 11.0 DIST. COUNTY ROUTE POST MILE —TOTAL PROJECT 'moo' ,TOTAL 04 SM 101 11.2/11.6 I 21 LOCATION MAP SAN FRANCISCO AND VICINITY BEGINNING OF CONSTRUCTION PM 11.2 East Hillsdale Boulevard O.C. SELVA __MART I i CASANOVA! PASADENA w o' LLU D U Q Len —J W San Jose NO CONSTRUCTION CHANGES CONTRACT Na. 04-114664 DATE ACCEPTED 9-9-66 AS BUILT RESIDENT ENGINEER J C McMillan.' REVISIONS BY._ DATE__ DELINEATED BY DATE DEL CHECKED BY_ DATE Sern rAcas-w Deputy 7 strict &Director of Transportation egistered Civil Engineer No/OV'OS Approved November 4, 1985 Chief, Office of Offi Engineer Registered Civil En ineer No. 8854 Contract No. 04-114664 FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES 1 I I I I I I 1 04334 114661 F O. v N,� 1'. H C 1 "• , F REVISED 11.2049' Din. County Rout* Post Mlles Total Project Shea No. Total Shoals X x x x x F. GRAHAM r ETHRIDGE as Bars @a 6" t* 5 Bars 6" (Stagger Splices) 2'-6"#4Barsp/6" A /'-2"- - r Note See /an Sheefs SW -1 [btu SW -4 For Add/ hana/ De /ai/s. 2 • *5 Bars, total 6 Concrete Blocks *4 Cont. to/a/ 6 Place Vertical Rebar CCO 8 3'- 9"# 5 Bars @ /6" a 5 Bars, total 6 ;415 Bars @ /6" 4" C/r #7Bars @24" 4_005 Bars (cr) 24" mat 3'-0" 3'-0„ 6'-0" L 4" C/r SOUND WALL FOOTING DETAILS Scale: 1/2°= II- Ott 00 Subexca✓afion Bac kf'ill Material Var TYPICAL G-2 INLET INSTALLATION Scale: In= 2' ES K xfry X X X X x P L t 1 L J 0.83' �LOL LOL /09' C2 /05' _i 06 FOOTING AT LT C2 793 +00 Scale: I tt = 2t • .• L - v l CO r L Existing Sign Bose L_ 04 SM 101 //.2/// 6 2/ PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO (57`/3S DATE APPROVED No✓ernbet 4 1985 1.67' Existing Sign Base FOOTING AT LT C2 802 + 00 Scale: Itt= 2' OG J CONSTRUCTION CHANGES CONTRACT No._ DATE ACCEPTED__ AS BUILT Milian 04 - 114664 9- 9 -'86 RESIDENT ENGINEER_ JC M REVISIONS By__E Der DELINEATED BY I- Morita DEL S COrvb5 CHECKED BY_ - ---- DATE 9'29'86 DATE 11 5- 7 DATE 6-15-88 MISCELLANEOUS DETAILS SCALE: AS SHOWN FORM Dc 0E-97-PF (REV. 11 /7(1) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 a I t I 1 I 114661 cur 3 Dist. County Route Post Mlles Total Project Sheet Total No. Sheets D.L.ETHRIDGE R/W /0' LOL 6' R/W x /' ‘P ----CL Fence (Existing) 30"RCP� + NNz_f 0.5' H 2' vi f_ 2' TYPICAL CROSS SECTION (SW 14 + 35 t to 17 + 85 t ) /0' Modified Type 27 Concrete Barrier LOL 4 ,r ---CL Fence X e Sound Wall Remove Subexca ✓ofion (Unsuifob/e) MOferi / ono/ Backil// W th Suhexco✓a/ion Bock i// Material LOL 6.5' liar ES Remove Subexcavation (Unsuitable) Material and BackPill with Subexcavation Back/nil/ Materaa/. , I'Prrneable Kock lleinfo rasing Fabric Rf• Sound Wo// -2% —am- (SW 13 +00 ± to 13 +50 2' ISelev txi xi tin V//F7 / . 2' -I I+ 2' awl E.S• Permeable. Pock Reinforcing Fabric TYPICAL CROSS SECTION (SW 11 +50 ± to 13 + 00 ± ) CCO #6 OG- R/W 6.5' -2% • pr min - 0"RCP 04 SM 101 I/.2///‘ 3 2/ r/fir PROJECT ENGINEER REGISTERED CIVIL ENGINEER'. NO f1 -3S DATE APPROVED November 4 1985 r Permeable hock 11 2' — Reinforcing Fabric/ I (SW 27 + 85 + to 32 + 00 ) GCO-*(o CONSTRUCTION CHANGES CONTRACT No. 04 - 114664 DATE ACCEPTED 9 - 9 - 86 AS BUILT RESIDENT ENGINEER �Y J Ga Ms Mi I laP REVISIONS BY_t per \ DATE9" 9.&6 DELINEATED BY L. Morita \ DATEII i X87 CHECKED BY S Ceral:4 t DATE 6-15-80 4' Remove Subexcavation (Unsuitable) Material / and Backfill veth Subexcavation flack{'//l Material !- Z' "1 TYPICAL CROSS SECTION (SW 18 + 35 ± 27 + 85 t ) MISCELLANEOUS DETAILS SCALE:1"= 2' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 I I l I I I 04333 ES 114661 w County ' Rotob Pow MK« Total Projow Tonal Shuns x x x x 1 w w cr x I 2 a x a D_ CD I I ETHRIDGE • rf 85,1 is { C -I3 Sign, exact location to be determined by the Engineer - — I(i 8.5 94 e< eit • 6 8 CL- 6 Fence with Wo/kgote I u1 2 W (q d 1 I 1 : E ......, boyll ELLIOT. truCI- timber Ir l STREET —.7,—,1I. 11 2 Y r 04 SM 101 4 2/ DESIGN ENGINEER REGISTERED CIVIL ENGINEER NO 7135 DATE APPROVED No✓e?mL8 - 4J 1985 I 4evhove euardrail, f cc D # s) .< S } I .. • VI -t _-.l 0 _..� ._. �� N Oy • Type ,III End Wall See P/on Sheet SW -4 20- I5- 10- 5- 0- - 5- x 1- N • —. �i ..... _.......... (n r .. CO LI O h b 4 r`co O v a _.3_. Exis-t n¢..'X" Roil and Orosh Cushions _ relocate E lectrolier to back of soundwall (CCO#7) { ?�.. .. . . .7 t 7' d- . /6.76 Elevation- /6.79-) 4 5 .s 8 6 y_ a 4 X `e 4 HIGHWAY 6 PLAN Sco/t/ = 50' C 8 B 9 20 R orate PhotkelFassernHy next to Soundwal ( cco#7) Top of Sound Wolf so 800 48 . ,Atir m CONSTRUCTION CHANGES { CONTRACT No DATE ACCEPTED 9 - 9 - 8b 04- 154664 AS BUILT RESIDENT ENGINEER J C McMillan REVISIONS BY__E Der DATE 9-29-86 DELINEATED BY L Morita DATE 11-5-87 CEL HECKED BY__ 5Cornbs DATE fo-15-88 Bottom Footing E/ev=1..67' Top of Sorrier 7.48 E/e v= *4 -5 - Sound Wall Foce Detail= Alternate 3 Wo// Section= Alternate 4 See Mon Sheet SW -3 N \ Bottom Footing E/ev -3.67' v Bottom Footing E/e v. = 30' S W L /NE O Bottom Footing £/ev = 2.33' /0 2 3 4 5 ELEVAT/ON Sco/e: / "_ /0' Vert. /"=501 Hon. 6 7 B 9 20 / Topography for orientation only Ca N i O 20 — 15 - 10 5 0 — 5 CONSTRUCTION DETAILS SCALE: AS SHOWN Row.caarfwpev. 11/414 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES 1 I I I I L 1 04 333 114661 ar x x x 5 2 gE E a R.H. GREEN 0 g V E.F. GRAHAM s N 20 - 15 - 10 - 4 h L P7- 3 r r • • if'6/or. cy_T h 7 w pn ,Q'ry4/ Sig ion— , ,.�..M-..-•...:--77:54 e"detetn1ir�dby t einee? ~'' R •i v e --IL; 4671 • 7. Q 1-7 f l L 321./0 r I � Ix £ t B ?` F., I SW LINE t i i ; PLAN Scale : I" = 50' Top of Sot/no/wall fie v = /6.6 7 ,1. J A/lath New Fence /o Exdshhng R/Nl fe • 1\61 E t ' /1 % j7. . t` i 4 SW W E lRt Ryy • Note: See Standard P/an f-/0 for details. -1' Standard Walk sate II CL -6 Fence CL -6 UQie ¢y 4' TYPICAL CL -6 FENCE (SW /07.00 $ SW 321'00 (No Scale) II 11 II II — J 4/ / i �;,. ; 7.r Type 21I End Wo// Sound Wall Face Deta//= Alternate Wall Section = Alternate 4 (See P/an Sheet 5W-3) E/e v 2.33' Bottom of Footing .' 2 3 4 25 6 7 ELE VATION Scale : I" =10' Vert. I" =50' Horiz. 9 30 2 / C-24 Sign, exact location to be determined by the Engineer ' C. i.3 s 1/ // /f . / / MODULE 'A' BLOCK Sp/it 3- Score- I -Face Plain - I - Face 8"x'8 "x /6" Norninol(Medium Brown) NOTE:Except for copb/ock,texture shall be on freeway side of wo// only for modules A and B. CAP BLOCK Sp/i/ -3 -Score - 2 Face /E x B"x /6" Nominal Ce//s in cop block to be same size os those in 8"x 8"x /6"blocks. (Medium Brown) Dist 04 i.w my SM Roos 101 Post MtlW Total P.oj.ct 11.2/11.6 Shoot No. 5 Total Shoots 21 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO YT3S DATE APPRO"ED November 4, 1985 '4 /f • ii' q1 i f i / ! t, RUCTION'pHAiES- t< CONTRACT -No. (5.46414 DATE ACCEPTED 9t -k- 9 x 86 t t'G/d. A C� t1 I, . RESIDENT ENGINEER 3P.MCMiliah g REVISIONS BY_4 Per '\\ DATE9-29 DELINEATED BY L Morita DATE 11-5-87 DEL a CHECKED BY__ 5 Combs DATE 6-15 '68 MODULE 'B' BLOCK Sp/if-/- Face Plain -/-Face 61'1-35%.-16" Nominal (Liyh/ grown) TRIM BLOCK Plain -2-Face 8"x 8'x /6" Nominal (lnfermediofe Btown) TYPICAL BLOCK DETAIL (No Scale) Topography for orientation only CONSTRUCTION DETAI LS SCALE : AS SHOWN FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I l I I I 5 - • POEM DC -Of -924f (REV. 11 /7E) 04 333 114661 141113-50011140 t50pt;ey01P Moror- Gale '• w 1 I6 L v 0 0 41) E Cos °'4 era • L J 777 #5 FJonc( Oeam at trop and of 4ern axrrnLinn he,tWtear) top bond he.Grn anal lower !cono! ID torn . fp `_- 8 x cSx G Mediunn We,/gh1 Concrete. 13/rick , excG,pt as 5hown ri7 Note. &. con f -"a bars /'_OII - mrn at tack: honor beam 5/apc Contra/ poin f ;.2.ve, i car isloptcl 1� 1 nif I "S.,, 4 -not" bars 4 p p rco x finished ground 1 -"b" /oar S/opts Shad! no?' e(ovvelS he stttpe.r fh o(n / - : 1 . 11 -Pour- clgainsf �I) undisturbed material N=6' and 1-1: 8' GENERAL NOTES • • • 4 0 \ Nlo; e, ZZT • c., hear dowels "f¢ era /-/ t0' and ,`-r=12' N CH FOOTING NOTE A: FOR TYPE OF BLOCK, TYPE OF BLOCK BOND AND JOINT FINISH, SEE OTHER SHEETS. NOTE B: WHERE CONCRETE SLUMP BLOCKS ARE REQUIRED THE SIZE SHALL BE 8 x 6 x 16. NOTE C: WHEN BLOCKS ARE LAID IN STACKED BOND, LADDER TYPE, GALVANIZED JOINT REINFORCEMENT SHALL BE PROVIDED. A MINIMUM OF 2 - 9 GAGE WIRES CONTINUOUS AT 48" MAXIMUM TO BE USED. LOCATE REINFORCEMENT IN JOINTS THAT ARE AT THE APPROXIMATE MIDPOINT BETWEEN BOND BEAMS. NOTE D: HORIZONTAL JOINTS SHALL BE TOOLED CONCAVE OR MAY BE WEATHERED. VERTICAL JOINTS SHALL BE TOOLED CONCAVE'OR MAY BE RAKED. WEATHERED AND RAKED JOINTS ARE NOT PER- MITTED FOR; SLUMP BLOCK. NOTE E: FOR INTERMEDIATE WALL HEIGHTS, THAT ARE BETWEEN THE "H's" GIVEN, USE THE TABULAR INFORMATION FOR THE NEXT HIGHER "H". NOTE P: FOR USE OF PREASSEMBLED PANELS. THE MINIMUM RADIUS FOR HORIZONTALLY CURVED WALLS ON WHICH 20 -FOOT, LONG PANELS ARE TO BE USED SHALL BE 2,000 FEET. THE ENGINEER TO APPROVE LAYOUTS. BOND BEAMS SHALL BE CONTINUOUS BETWEEN EXPANSION JOINTS. MORTARED JOINTS REQUIRED WHERE PANELS JOIN. A TEMPLATE WHICH MATCHES THE LOCATION OF THE BLOCK CELLS IN THE PANEL SHALL BE USED FOR POSITIONING THE VERTICAL WALL REINFORCEMENT IN THE FOOTING. NOTE S: ALLOWABLE ULTIMATE LATERAL SOIL PRESSURE FOR LEVEL GROUND'ON BOTH SIDES OF WALL SP = • G -t G-2 h" hctrs *5 c 24 Top of f;g esiedvai[lOn H't4' and H=16' TYR/ CAL - e 0 0 ,_ t5 0 z ,k/o/&12 : Ground t/ne, to he, at tnc, scone. elevation on hofh side. or M o1/. via!'1 SAW/ no u he. 3e.C/ 2 e. se o1/. re4tain Garin. S C 0 try e 0 V) ("1 "e," bar clowe.ls NO CONSTRUCTION CHANGES CONTRACT No. 04- 154 b4 5=-4 9-9- Sb DATE ACCEPTED AS BU I LT RESIDENT ENGINEER J C McMillan DATE 9-29 DATE REVISIONS 8Y__ DELINEATED BY. DEL CHECKED BY_ -"d" bars 4porox frniShe.d 9rounol (-Oh rn r n Top ofrtg • elevctlio n, tml.-. j . v/ ' W' or 'Z' AlferncJQ See. Note. E plaCL,m en / of hooks. /-j-6i' one/ N'64 H/Y peTh 44 teal 3 SE-CT1ONS "9" bars Ground line /eve/ on tooth sic/e5 of wall Ground //r e. /cave;/ or) one side, of wall and s/oged on the, otoposiie side. 7_ 4'25.INCH NO f 0, Zl 1 2 3 4 E Der DATE 3 kr C 4) N -1 el hors nil "F"" b a r dowels text! or 3 /0/0 fatal "g" hors H 'to' and t-1:12' r DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT NO. ThTAL 04 SM 101 11.2111.6 6 i 21 g3c DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER November 4, 1985 h hairs 't s e 2 4- 4 tof.4 At /0 ilci.5te.r5 on/y• he/wee.n pilasters u52 values from Alternative: 6. See. Oet-ac " U" for limits. At pilasters only- between pi/asters use, dinne,nsionS '4.7 or 'W'. Sea. Oestait "U" for Jitnit5 - At Sculptural pa//ern only. 5eca oe/ar"/ "U" for l,rnitS. "3" bars - a t Al teorna t/ves 4 and 4Z only : uie6 45 e/6 for M=12' use. a51/2. for Ha/4J and N:/6' FOOT! N G Note, II Ground Line, Ground Line, G-/ isto3o0 Sri 450 a „ a61 ' "c" F F F H Har 6' bars Z. S far�clarc! Atsthefic . Feature. ._ . . . E. 5tanolerrc( AestAetic FGafure, E. Standard Ae,sthe,tic, Fe.ctture. 4!tcarnative.S 40 4zo Alternatives 5 6© Alternatives 41E 4ZT Alternatives 5 6® Alttrnative.S 4© 4ZO A1te.rnative5 5 6© >.c 3'.6" 4'-3" 4'-3" 31.6" 6.. 't5€32 3' '" 3'-9" 3'-9" 3'.3" jc 2'-3" 2'. G" 2':6° 2'-3" 41.3', 5'.0" 51-0„ 4'-3., 4-'.6" 8' 8' g5e32 3'.g" 4'-3" 4'•3'1 31-3" 41-0" 2'•9" 3'-n" 51.0" 2'-9" 31.QN 10' ¥5€32 4'-3" 51-0" 51.0'1 41-3" 4'-9" 3'-O" 3'•G" 3'•6" 31.0„ 31.,3„ 4'-," 51.911 5'-9N 41-9" 5'3N 1D' 12' 12' 4.5 e32 41.9" 5',6" 5'•6" 4'-9" 5'-3" 3'.6" 41.0" 4'-0" 3'•G" 3'. 9" s'-6" 6'•6" 6'•G" 5".9" 6'-0" 6'-3" 71.3" 7'-3" 6'-3" 6'9" /4' 14' 16 a 24 5'3" 6'-3" 6'.3" 5'.6„ 51.9„ 3'-9„ 41.6" 4' .6" 3'-g" 4'-n" /6' 107e24 51-5" 6I-✓" 6'•9" 6'-011 6',3" 4'-31, 5'-011 5'-0" 4'.3„ 4'-G" 6'-9„ 81-p" 81'0„ 6'.9.1 7'.3" t6'. Sir N 7,go/c.121 e is 0 x L 0(1, bar dovvels 00 N 0 0 v "g' bars® ry�14' and Slopes sna// not he. s/caepcar /barn G full mor/ar hex/ ;o/r f cot ho//om' of v.ralt, Trench depth 'F' and foot/n..9, width 'x' required for v.rclll5 with Standard Ae5 //De:lie Pea/arcs using /2" wide, pro esc/rngc. block only. Use, Trench depth 'C and foofing vv/d/h 'W' for all other walls. FOOTING F. tol 6 H id", "e:' or T. bars ',g" hors W X H Standard 4e5 the.tic. p2ctfur ea Alternatives 4r 4Z2 Alternatives 5 63 0 6145e32 44et6 2'•0" 2'-3" 2'•3' 2'-3" < 6' 8' t5e32 *4e/6 2'.g" 3'-0, 31,0., 2', 9" Z'-9" 6' 10' 15e32 it4e/6 3,-3, 31.9„ .3*- 9" 3,_3,1 3'.6" 10' 12' 45632 'tq e 16 31.9" 41.31, 41,311 4.-O" 4'-O" IV 14' #6e24 #4ez'2 4'-'3" 51-0" 5'.0" 4'-6" 4'-3" 14' 16 W7€24 +•4al2 4'-9" 5'-6" 5'-G" 4'.9" 5'-Q" 16' Note. I: For cleat -ails not shown , se.e. " 5ound Noll - Masonry ttlock ran ',Footling -- Uetai/S N. 2" .5he:ef . MEDIUM WEIGHT MASONRY STANDAREP DRAWING FILE NO. XS -3-58.I DESIGN By DRAWING IOI82 DATE DETAILS Checked j Checked Approval Recommended By I - - z ei Get SUIMITFED BY eau aN .eMl SOR CIVIL Lnclnau "anon di 9,17 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 I I STRUCTURES - DESIGN 1' BRIDGE NO SOUND WALL -MASONRY BLOCK ON FOOTING PROJECT ENGINEER Cu wo REGISTERED CkVIL ENGINEER NO. POST MILE Disregard prints hearing earlier revision dales -� DETAILS NO.1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET g'•0" rain bond hectrn and reinf exfension at S/Gp. for tor e.Q55Cir h(C.C/ r orne/S Length - 2o1 • " tyl' I , I 1 ' 1 \ TcDEO O 1- r{ a GI evci 7 ,or; \S/ore-ad ffq Sr,Qvvn 4i i seat 1./CTG C' 1 1 7 1 L + i _ N�� /e, G 1._ EL es. VAT:OTNJ EAT E 11 E r xpoc?r;,51on Jc,en 3: Cor,{ r nt.tous e.xpanSJon Joinf Fi'//er placed ir) sash hrock recesse,5 Sized a0 re-quired for snug 1Sor- c 'DCCtr -) (-Init5 A 1 Fin�shecl Ground \5>,cpar75ion maxirnurrl ce.niers . Oct other . he.efs for focaiVon5 Ce,/;5 w111 v ,r/real r-e,inf and /One/ hectrn5 to he fi/lee( wit//-) grout t. T3c)vve,/5 +- ({_, /J/CJc/\ i rain ce. "6" bar dowels - a. Ad "e" tsar alovvel.5 at `b of (loch' Ce//. /°/act "a" Gars, "d"hotrS and "h"oars of cif" C&/ls. Ir',o,/ZT .SeC.T/ ON A -A Nate 0 Joi'h/5 at 6o'•o" Ce// .1%" e JR'ular ,3/ock !%" 5rurn �ro ;flock, "c" bar dowels ctnd "f" /or c!o we/s , Sorel heorn / rrn i f LU,ti;tr IbLQC/ic 137rtil0 r3LAM OaTAIL OT "7 0 N t.) 0 V II 1 *4 G 12 r 2,.0„ /2 1 21'0" '{4 _ tot. - Kt 6; and 1-1:(51 IT °cg' 2'.g11r to / 2- H'101 .tol 16 11 11 / l: be.2' O Qpc or) at Gc�rner� Shape s1°r`LAC POOT/NC, FOOTING 5rLro I,QN ; /1.01, --►fir--y� T 12E.NCH 600TING -L-clge of '//aS/er or scu/piurctY pQHe.rn t;c3rng (2" wide, prc.)J e.G4ing h/oc,A can y H %) /2" wide, block rEdye, ,- fly. 1. rLAN v./ / c/ e. b ? c k 6.lcrEAID 500 Edge, orpi/asfer or 3.cu!piurctl pcJ/tem (.lstr-)G /2" wide. ern jecf;'nq / lock ony 1 a" � vy/Ge, (clock /2" w/de, hick 0 T;c or !rig tL E,L.EVAT/ON 7"--ReLNCK FOOTING Its&TA' L s0 f 1'0 rr7 U Pit .9( rTh 1%2 ' '- /-/err zor, lcc it Tr e',n c.1) tin 7c. NO CONSTRUCTION CHANGES CONTRACT No. DATE ACCEPTED 04 - 154664 9-9-86 AS BUILT RESIDENT ENGINEER J d McMillan REVISIONS BY__ DATE DELINEATED BY DATE DEL CHECKED BY DATE Node I: For clefci*iis not 5hown , See " 5ounc( Wa l / - Masonry &lock on Footieng Oefai/3 No. '" s f7 e, e74 . STANDARD DRAWING FILE No. XS -3-58.2 DESIGN Bvitafri Checked DRAWING DATE 10/82 DETAILS Checked SUBMITTED BY k0,4„, elk' ApprovalRecommendedBy i ✓Plenisr SUP(,t/I$OR I / 11 , an R [G ante CIVIL 'ENGINES HUM° ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I I I I 1 I 0 1 2 3 BRIDGE NO DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SI IET No. TOTAL PUTTS 04 SM 10 I 11.2/11.6 7 21 Fq 3 S DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED November 4, 1985 DESIGN NOTES DESIGN UNIFORM BUILDING CODE, 1979 EDITION AND THE BRIDGE DESIGN SPECIFICATIONS. • DESIGN WIND LOAD DESIGN SEISMIC LOAD 10 PSF H LESS THAN 12' 0.3 DEAD LOAD 15 PSF H = 12' AND GREATER REINFORCED. CONCRETE ' CONCRETE MASONRY f'c = 2,700 PSI fy = 60,000 PSI PARTIAL GROUT SOLID GROUT f'm = 1,350 PSI f'm = 1,500 PSI fm = 450 PSI fm = 500 PSI fs = 24,000 PSI fs = 24,000 PSI n = 22 n = 20 ULTIMATE ALLOWABLE FOOTING PRESSURE: 1.5 TONS PER SF LOAD FACTORS AND LOAD COMBINATIONS GROUP A: (dD '+ 1.7 E + 1.7 SC GROUP B: (3D + 1.7 E + 1.3 W GROUP C: (3D + 1.3 E + 1.3 EQE GROUP D: (3D + 1.3 E + 1.3 EQD GROUP E: (3D + 1.1 E + 1.1 (EQE + EQD). WHERE: = D = E = SC = W = EQE = EQD = • 1.0 or 1.3, WHICHEVER CONTROLS IN DESIGN DEAD LOAD LATERAL EARTH PRESSURE LIVE LOAD SURCHARGE WIND LOAD SEISMIC EARTH LOAD SEISMIC DEAD LOAD (0.3D) STRENGTH REDUCTION FACTORS, 0 REINFORCED CONCRETE: FOR FLEXURE 0 = 0.90 FOR SHEAR 0 = 0.85 FOR AXIAL COMPRESSION 0 = 0.70 . FOUNDATIONS: FOR SOIL PASSIVE RESISTANCE 0 = 0.90 FOR SOIL ACTIVE PRESSURE 0 = 1.00 FOR SOIL BEARING PRESSURE, EXCEPT UNDER EQ 0 = 0.50 FOR SOIL BEARING PRESSURE, UNDER EQ 0 = 1.00 FACTORS OF'SAFETY FOR SPREAD FOOTING DESIGN OVERTURNING 1 5 MINIMUM SLIDING 1 2 MINIMUM (BASED ON SERVICE LEVEL LOADS) NOTE 1: FOOTINGS DESIGNED BY THE ULTIMATE STRENGTH METHOD. CONCRETE MASONRY DESIGNED BY THE WORKING STRESS METHOD. NOTE 2: TRENCH DEPTH FOR LEVEL GROUND ON BOTH SIDES OF WALL: - THE ALLOWABLE ULTIMATE LATERAL SOIL PRESSURES USED FOR DETERMINING THE TRENCH DEPTHS WERE OBTAINED FROM THE LOG -SPIRAL METHOD ASSUMING A COHESIONLESS MATERIAL. THE ANGLES OF SHEARING RESISTANCE, 0, USED WERE 25° FOR SP = 300 AND 35° FOR SP = 450. THE UNIT WEIGHTS OF SOIL USED WERE 110 PCF FOR 0 = 25° AND 120 PCF FOR 0 = 35°. NOTE 3: TRENCH DEPTH FOR LEVEL GROUND ON ONE SIDE OF WALL AND SLOPING GROUND ON THE OPPOSITE SIDE: THE ALLOWABLE ULTIMATE LATERAL SOIL PRESSURES USED FOR DETERMINING THE TRENCH DEPTHS WERE OBTAINED FROM THE LOG -SPIRAL METHOD ASSUMING A COHESIONLESS MATERIAL. THE ANGLE OF SHEARING RESISTANCE, 0, IS DETERMINED BY ASSUMING THE SLOPE HAS A FACTOR OF SAFETY OF 1.25 FOR STABILITY. THE FOLLOWING VALUES WERE USED: 0 = 32°, SLOPE-= 2:1 AND UNIT WEIGHT OF SOIL = 120 PCF. MEDOM WEIGHT MASONRY STRUCTURES - DESIGN SOUND WALL -MASONRY BLOCK ON FOOTING PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU WO POST MILE isregard prints hearing earlier revision dates t DETAILS NO. 2 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 8 c% Typo : ;O/ock 0/or: B ck p/aced in running bond 1 1- _1 1- 1 i 1 ' 1 - ! - i_ --1-._1_ T 1 1_11 I I ICI 11 1 , T I i I ' ,I Horizon/a/ Join' Type: ALTERNATIVE 1 ertica/ Joint T.y Bloc T p /3/ock Color clr Type F-41: o/or A b /3 Horizontal band and pi/as fors - PIS. . I. a 1 . �t y. it I ... 4,..._� 80 O„ Horizon/a/ Join/ Type ALTERNATIVE 4 OR 42 I. -loft,: For- ^1 i•cc. rnct t Ric:. 4 Z. use pi lost„rs on 1 - no I-torl -Lon 1-0 l (hind. lock placed in tacked bond Ver//ca/ Joint e: /3/ock •e Block Color: I I Horizontal loin/ Type ALTERNATIVE 2 B/ock p/aced /n slacked bond /Ca/ Joint Type. /.3/ock Block Co/or /o c/r Type /3/ock Co/or Horizon fa/ Joint T A /.3 lo Horizon/a/ , n I A ALTERNATIVE 5 .O/ock ,o/aced in stac/red bond Ver " a/ Joint Type /,3/oc% Type A : SEE SHEET C-2 /lock Co/or r/'!1 : II II II L3/oc/1' Type hl : u II II 6 O/ock Co/or '3 [A [dl I Ij �r t: 111 Ctl I J .t.,.l I I 1 I -I- i l l 1.]' L ry � � L _ I I h�j 1 r; I I "fl .1 1' L!� 11 [ 1 1 1 . 1 �1 � 1 C—T I T VIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L I I I -I- I 1 L I I 1;').T 1 1_T 11 I I Block placed in running bond I 1 I 1 1 Horizonfa/ 1/ertica/ Joint Joint Type : TOOLED CONCAVE ALTERNATIVE 3 Q/1. Mlock . or IA Q/ock Type @lock Color Type Type : TOOLED CONCAVE Horizontal Joint T .e [Al: �•ttcrn • Scu/pt`uro/ pattern 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I1 1 1 1 1 If 11 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 _L 1 I[ I j I I I 1 I I 1 I I' l 1 1 II 1 1 1 1 1 r1 I I I ALTERNATIVE 6 1 I I I 7 c.. Pat t ct r n B/ock p/aced in running bond Ver / Join? Type ELEVATION VIEWS (SOUND WALL FACE DETAILS) No Scale G ALocl i t..Uio.' h to match 5" block 44cr to r cap r C DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT NO. TOTAL 04 SM 10 1 11.2/11.6 8 21 DESIGN ENGINEER DATE APPROVED l 2° i d c Horizon/a/ /3and 75e' Typical 3'93 S November 4, 1985 REGISTERED CIVIL ENGINEER NUMBER ALTERNATIVE 4' ALTERNATI E 5 ALTERNATIVE 6 p e N WALL SECTIONS /ces /er t SECTION V -V z 1211 WIDE PROJECTING BLOCK Note, Aite.rnck4Rie,5 tl5ing !2" vv cic, pro jecf;ng blocit vwj I 1 not toe perm i f+z1ct on +ke. Standard Sheet "Sound Vhlal l - Masonry block Oct t0Ht,5 " NO CONSTRUCTION CHANGES CONTRACT No. 04 - 154664 DATE ACCEPTED 9- 9- 66 AS BUILT RESIDENT ENGINEER J C MC ft/11i Ian REVISIONS BY DATE DELINEATED BY DATE DEL CHECKED BY DATE Sot other shcetS f'or structural dctoiIs. Size OF, C;oncrct" Slump block shall be x Ce, x ICS. Size, of all oin'c,r_ block i0 be 'Sx 6 X IC, except as no+cd . STANDARD DRAWING FILE No. XS -3-85.0 DRAWING DATE BD D 147 1/82 DESIGN DETAILS Byi/w f i✓' ..titG2-. By KCrr% ,P. cro/h Ye/ SUBMITTED BY kr/YL. V/r Checked1J Checked Appro al Recommended By L b2 7Catr DESIGN REDEMISDR Ji 7 EI REGISTERED CIVIL ENGINECR HUNKER ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I 1 T I I 0 2 [ 3 BRIDGE No. STRUCTURES -DESIGN SOUND WAL L -STANDARD AESTHETIC FEATURES PROJECT ENGINEER REGISTERED CIVIL ENGINEER NC' Cu WO POST MILE MASONRY BLOCK - DETAILS NO. i Disregard prints bearing earlier revision dates -ow REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF [ T. 4041. 6•37•• 11C0 11.72 20 Qom " ' Y �� I n 1 - e r - r n e a t o - b o n d b e a m o C u t b t o c k s a s 2 - O M o r + a r C a p T o r o e a r A T 1 1 t T _ I - ' I 1 1 1 . 1 1 : ' " 1 ' I 1 l I ' , r ' t �� 1 S t r , , . L f o o + i r c j H c c a p M o r t a r C O p c o L 0 c o G . P r o % i l c g r a d e - C o c ' - c A . z b o r r k , r M o r t a r c o p T a e o f p ' i 1 c , o p o r f b o + s n 9 1 4 4 4 4 H = l o ' " o ' H t Q 1 . 2 " r I F I L E N o . X S - 3 - 8 5 . I D R A W I N G D A T E H O D D 1 4 7 1 0 / 8 2 B o n d B o r n a t 4 8 1 1 b c ; l o w t o p a n d p i c o t . M o r t a r I n + c r r n c d i ' o b o n d b o o w i t h 4 5 / . 1 1 " O C r k 3 w i n I c i . H h o V S u r f o . C . , s h e ! i h a v c w i t h 9 u + . P E 4 ' i i 2 4 - - 2 C O 4 c f l 1 I C e d M o t e : S l o p e , S o t + c r a i l n o t b e F l o 1 ( . ; r + H o n Y R # 5 o n t . a t b a n d b o o m s f � r 0 f 4 1 c J . r a d e , C o n o r c , " " b o r r ; c * r M o r + o r c o p C , a 0 0 e 2 . C 1 - C " 5 6 - C - , 1 - 8 4 - - - H G . 1 4 1 - 6 " t o H . 1 6 ' 0 " 8 s t a g s M o r t a r c a p O u r r 1 4 . 8 " 7 ` - 4 . ' M o r t a r c o p P r o f i l e g r a d e , C o n c r c , + T C , l o c i r r i c , r T Y P E I I I - 4 - 4 1 0 " T 9 p , H e l d - 6 " t o H " 1 4 ' " 2 . " B o n c j a c o r n u J i t ' ' n i $ 5 T o p o f f o o t i n 9 o r p l l ` , c o p . 2 . S Y L P S S T A N D A R D D R A W I N G P r o C / - - ' t a r : 1 e , s d - e 9 r o d c _ c r o + c b o r r i c d r 8 x 6 x t 6 b o c k O n F o o f i r h o y O r P i l e , C a p r M o r t a r " ! H 1 R S T 1 0 ' " 0 " 4 1 . 0 " - - i o ' - e " 2 ' 6 " 2 1 Q N - 1 1 1 . 0 1 , 2 1 . 6 " 2 1 . 6 - I i ' - 6 " 3 ' " 0 " 2 1 . 6 � - 1 2 . ' . 0 1 1 5 1 . 0 " 3 1 - 0 E - I 2 ' - 6 " 3 ' . 6 " S 0 " - 1 ' J ' - p " 3 1 - 6 " 3 ' . 6 " - i 3 ' " 6 " 4 1 . 0 " 3 ' . 6 " - 1 4 1 - 0 " 4 1 . 0 1 ' 4 1 . 0 " - 1 4 ' . 6 " 5 1 , 0 " 3 1 - 0 " 2 ' - 6 " / 5 ' - 0 " 3 1 = 0 1 1 . 3 ' " 0 " 3 ' - o " 1 - 6 " - ' 3 , _ 6 " 3 1 . 6 " / 2 2 - 6 " 1 6 ' - 0 " " 3 ' " 6 " 6 - 6 " 3 1 - 0 " 8 x ' t x . 1 6 f 3 1 0 c k H " R " ' 5 " T 1 �%O Y p 4 1 - 0 - I V - 8 , I 2 ' - 8 " 2 1 - 0 y - 1 1 ' ; 4 1 . 2 8 Z - 8 1 ' - 1 2 1 - O E 3 ' - 4 " 2 ' - 6 " - 1 2 ' - 8 . , 1 3 1 - 4 " 3 1 - 4 " - 1 3 1 - 4 ' 4 1 - 0 - 3 1 - 4 " - 1 4 ' - O " 4 1 - 0 ` 4 ' - O ' . 1 4 1 - 8 . 5 1 - 4 " 2 1 8 , . 2 1 - 8 " 1 5 1 - 4 " 5 1 - 4 " 3 1 - 4 " 2 ' - 8 � 1 C n ' - p 3 ' - 4 . . 3 1 4 ' 5 , 4 . E N D O F W A L L D E T A I L S 8 x 6 r c I S C o l c - ) 1 t . O n C o n c r e t e ( 3 a r t - i e r H R S - r . 1 0 1 . 2 " 4 ' " 0 " - - : o ' - e " 7 2 - G " 2 , 0 " - I 2 " ! ' - 2 1 . 6 " V . 6 " - l ' j J n N j , 5 1 . 0 " 2 ' - 6 y - 1 2 ' - 2 " 3 1 0 " 3 ' - o " - 1 2 1 - 8 " 5 1 - 6 " 3 1 - 0 1 1 - 1 5 1 . 2 " 3 ' - 6 " 3 1 . 6 " - 1 3 ' " 8 " 4 1 : 0 " 3 1 - 6 " - 1 4 1 . 2 " 4 1 . 0 " 4 1 . 0 " - 1 4 ' - 8 " 3 1 . 0 1 " 3 1 . 0 " 2 ' - 6 " 1 5 1 - 2 " 3 1 - 0 " 3 1 - 0 " 3 ' - 0 " �%5 ' - 8 , 1 3 1 - 6 " 6 - 6 1 , 2 ' - 6 " . k l o f e A } l l i n i T , n u m d i m e . r m S i o n = 6 1 - 2 " v i h e . r , - T y p e s , z t i 5 u 5 e . c c o n h a r r i e r v i i i + k 6 " b l o c k . t - l o S c a i c D I S T . C O U N T Y R O U T E P O S T M I L E S - T O T A L n o t P R O J E C T 0 4 S M 1 0 1 1 1 . 2 / 1 1 . 6 9 2 1 I D E S I G N E N G I N E E R D A T E A P P R O V E D ? I s ( N o v e m b e r 4 , 1 9 8 5 R E G I S T E R E D C I V I L E N G I N E E R N U R S E R o r p i l c a p N O C O N S T R U C T I O N . C H A N G E S C O N T R A C T N o . 0 4 - 1 1 4 6 6 4 D A T E A C C E P T E D 9 - 9 - 8 6 B U I L T R E S I D E N T E N G I N E E R J C M c - M i l i a n R E V I t I O N S B Y _ _ D A T E _ D E L I N E A T E D B Y D A T E D E L C H E C i ( E D B Y _ _ D A T E N o t c . f = o r s t r u c t u r a l d o t a i l s s e e o a - I - , e , r r S h e e + 5 . T y p e I I I n o t p c t . r t 4 - c . & f o r s o u n d w a i l s " H . ' 1 a s s t h a n t o ' - O " . T h 2 c n c l o f w a i l c 1 � . t c l ; 1 5 m a y h e u s e - 6 v . r i f F h a n y o f + h e , g f a n o l c + r c l S u p p o r t i n g f c n n o l a f 1 0 s f o r m e A s o n r y b l o c k . T h e f a u n d c t i o n 5 S h o w n f o r t h e c i i f f e e r c e n + t y p t s a t r a . f o r - 4 - h e , p u r p o s e . o f i l 1 u 5 + r e p + i o n r a n 1 J . D E S I G N I B i ��# 0 Q C h e c k e d f 1 J D E T A I L S V I Z - , % % : ( ��G C / C ��K + r C h e c k e d R e Y Y �� S U B M I T T E D B Y A p p r o v a l R e c o m m e n d e d B y d r i b l A A E S I G N R G D R 8 1 9 8 R E G I I V I L E N G I N E E R N U M M E O R I G I N A L S C A L E I N I N C H E S F O R R E D U C E D P L A N S S t a t e o f C A L I F O R N I A D E P A R T M E N T . O F T R A N S P O R T A T I O N r ! 3 B R I D G E N O . S T R U C T U R E S - D E S I G N S O U N D W A L L - S T A N D A R D A E S T H E T I C F E A T U R E S P O S T M I L E P R O J E C T E N G I N E E R R E G I S T E R E D C I V I L E N G I N E E R N C ' C U W O M A S O N R Y B L O C K - D E T A I L S N O . 2 D i s r e g a r d p r i n t s b e a r i n g e a r l i e r r e v i s i o n d a t e s - 1 0 . R E V I S I O N D A T E S ( P R E L I M I N A R Y S T A G E O N L Y ) S H E E T 4 2 0 - 3 4 . 9 E S T . 4 0 4 1 . E E E D . E 0 0 1 1 . 1 E P O 0 ) D E , 3 e X x x x /0 I 1 w LU cc a S Q cr CD W -x 4 C4 X Re/ay Flared End Section Grgde to. Drain.. to Bor° I Creek (GC0#11) ...€ ..t1, .7 ar- ..�.. .._... ---.Connect W 0-I I r 1 ih ASL"x RcP (CC 0 #, i8) 0 Extstmg b trite'!- o4:4CC� 4j�.-..._ 4 "Celt I. 04 --- - 6'Rt SW /34-20 TG 53 FL -Io 30'x50 RCP 160 KCP W 468# 4 C3 L1 STRUCTURE LIST (DRAINAGE) C. 1 , 1_ -11 ...__. 3 cc ;. to ---• Remove /7ttrig /n/e 4 SheetNo Item C S P RCP (CLASS IEL Rubber Gasket nt) RELAY RCP RELAY Conc FES ;n le t Description . `11' E m 30" IM1 "le 30" 30" 18" 30" Minor Conc. Fro meaGrate Height Remove LF Each C Y Type Lbs. Ft Ea. 0-1 / IT"18 1 -18" RCP, Relay FES / 2 I' c• 30" RCP 2 3 2./0 24-9 263 6.3 G2 Inlet 3 4 248 30"RCP (Relay) 4 5 /.84 24-9 263 53 G-2 In le t 5 6 248 30"RCP (Relay) 6 7 -/6 39 "-£MP Tee 7 w/ 8 /.79 24-9 263 5./ 62 Inlet 8 9 1 272 30"RCP 9 /0 174 24-9 263 4.9 G2 Inlet /0 V /I 1 / Remove Existing In/el // f 1c 1 I^ 18" RGN D-2 / 298 30"R CP. I / 2 /.69 24-9. 263 4.7 6-2 Inlet 2 3 248 30"RCP 3 4 I.cI 24-9 2rj 4.4 G2 In/et 4 5 228 30"RCP 5 6 1.35 24-9 263 3.4 G2 Inlet 6 7 3/8 30" RCP 7 8 /.28 24-9 263 3.1 G-2 Inlet 8 t 9 20 / 30"RCP, Relay FES 9 -/6 I o 4-8 20 -1434 496 -I / 41.79 4841 Toto / ):! I'i r t �J . I -It 7i - STREET -4 1 6'R/ SW /5475 6-2.. /n/le-t.-.-....._... TG st¢ FL -a9 Re/ay 30"x 248"RCP 5 THIGHWAY • X K X 6 ROME DCOH7# Imo. I 1 /7^ Re/ay ..__. Err's tifl9 ."flak End .Se4/,on' of 5W 32,7kY)4"S Ir N L —9,t Dist. County toub Pont Milos Total /.eject .{lint 4 SM 101 l r. 2///. 6 10 Teal Shoals 2/ DESIGN ENGINEER REGISTERED CIVIL ENGINEER NO 7, 3s - DATE APPROVED /t/overn,ber 4, /9e.5 1 61/?/ SW /8425. 6-2 In/e1�' `= T6 43 FL -0.8 Relay 30"X248;"RCP 9 b. /ro"ce -Tee— Pr- 0-I 30'x 272' RCP 800 “be - 5./4.51412/7‘00 6 2 /n/et T6 4.2 FL -0.7 i8 CONSTRUCTION CHANGES , CONTRACT No. 04- I546b4 DATE ACCEPTED 9 - 9 -86 AS BUILT RESIDENT ENGINEER ,J .IMcMiHan REVISIONS 8Y_ E Der DELINEATED BY Morita , DATE 11-5-87 DEL CHECKED BY_- SCOI,nbS DATE 6-15-88 DATES -29 '86 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I 1 I 1 I I 04 333 w a This sheet accurate for Drainage only DRAINAGE DETAILS SCALE: I": 50' 114661 Din :. (thinly Routs Post Milo Total Project Shoot No. Total Shoots X X X // a 0 3 a I 3 s R. H. 6 4K y 4" 'b J s. F /1"‘"7 t4 `h3 - I F+-` - .,, .t` r if w LQ C 61-W- '" _. SW- -e6.45o . .. .. CZ /n/e/ J • y 1 1 �.. % i l • ", • y :7 '/ I JJ , J; r ,( J ' RESIDENT ENGINEER J C REVISIONS BY_ _E Oer DELINEATED BY 1- Morita DEL 4 ConntoS CHECKED BY _ _ �.�— 04 SM 101 //,e///,6 // 2/ PROJECT ENGINEER REGISTERED CI!"! ENGINEER 57135 NO. DATE APPROVED Noveinber 4, /985 'i A, CONSTRUCTION CHANGES CONTRACT No. _ DATE ACCEPTED 04-154664 9-9 -86 AS BUILT Milian DATE 9"Zg-$b- DATE iI'5-$7_ DATE..if)::ismati This sheet accurate for Drainage only DRAINAGE DETAILS SCALE: I": 50' FORM DC -CIE -92 -PP (REV. 11 /7E) FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES P l I I l 04 333 114661 1NIYJIpe. 11mCM10/ \' j CU'J+Tr R`U1E 4; SM 101 PuS •'.i_ES TOTA'_ PP: JEST 11.2/11.6 t 12 I 21 -EET I TOTAL C. SHEETS R.H. GREEN .F.GRAHAM .L. ETHRIDGE SOUND WALL (MASONRY BLOCK) Location Sq.Ft. SW 10+00 to 11+23 1635 SW 11+23 to 11+50 345 SW 11+50 to 13+50 2000 SW 13+50 to 16+00 3170 SW 16+00 to 32+00 21,255 Total 28,405 CONCRETE BARRIER Location Type 27 Mod. LF SW 11+50 to 13+50 `39.J3 2001 Total - 200 199. L • 3j FENCING Location CL -6 Walkgate LF Each SW 10+00 71-3.5 I SW 32+00 -43.5 I Total -& 7 2 MINOR CONCRETE (FOOTING) Location I Type*' Cu.Yd. SW 10+00 to 11+50 . 12 1 38 SW 11+50 to 13+50 I II 59 SW 13+50 to 32+00 12 i 461 Total I -r58 * See Plan Sheet M -I 5.x2.86 I EARTHk ORK Roadway Structural Excavation Embankment .1 Subexcavation (Unsuitable) Subexcavation Backfill CY CY 300 850 750 r7 GO . 270.99 9& .49 /437 .(14 's REMOVE TEMPORARY RAILING AND CRASH CUSHION Location Reineie 'K' Rail Remove Crash Cushion LF •Ea SW 11+75 ±' to 12+75 + 96 80 3 Total 3 CC. S' CONSTRUCTION AREA SIGNS Location Sign Size 4"x4" Wood Post 65' Lt. 02 787+50± 0-13 60"x24" 13' 130'± Lt. 02 787+50+-- 0-13 60"x24" 13' 105± Lt. CE 808+50±± C-24 30"x30" 13' Hillsdale Blvd. C-24 30"x30" 13' I PROJECT ENGINEER I REGISTERED CIVIL ENGINEER NO gg3S DATE APPRo:En November 4, 1985 CONSTRUCTION CHANGES CONTRACT N.. 04 -154664 DATE ACCEPTED 9-9 - 86 AS BUILT RESIDENT ENGINEER J C MC Mil Ian a/ REVISIONS BY_ E Der DATE9-29'86 DELINEATED BY L MOrItq DATE II -5-07 CHECKEDEL C BY._ S Combs DATE 6-15-88 CONTRACT QUANTITIES C°) FOR R.Ea:CSC P wS D I 2 3 ORI INAL S. ALE IS IN IrOIES I I I I I I I 04333 114661 13 x x x 44l -4- • -- H —, h t fir - 4 r —r -+ • +1 . rit-4 -- -4 _..._.... ... _ . _ . _ .. ..a. v 1 -t rt . ♦ 4- 4- 4 4 /3 At x 272` ,e, 04 Cory SM 101 ...MM.. Trel h.ten 11.2/11.6 13 Trr 21 71t 7: PROJECT ENGINEER REGISTERED CIVIL ENGINEER No _rise e DATE APlROVEO_o/lrnbar 4, 1985 4 .. . . . . . . . . . . . . • • APpr £S'tAiSo 4- • 10 0 -l0 :6 I ra -t ___ -4 • so" >rAre `roe 10 I : : : : s- . . .. . . . . _ J 11 1111T L -:l i Z W cr co -10: ft AO ix P.11 4V-02 _ . . . CONgRUCT a; :CHANGES :. -_::: - CONTRACT No: . 04=-164 DATE ACCEPTED . 3� s ♦ :: : ::::: I i r GRAHAM 10 DEL NEATED - 'DATE -4'137 ritt CHErgtO AK: :8 Combs_ .:bitt-gta-118. ArierA 4. ' T - 1/2 } ...Beera — _ __.__ • Pte% V Aft REDUCED PLAN USE SCALE BELOW • I • I j 3 INCHES ON ORIGINAL PLAN • • AlftereafigEnkiWar • ORIGINAL SCALE IS IN INCHES 1 " X X / 4 A p p r o v a l R e c o m m e n d e d B y " 8 �%, , , M �%N q , p N �%�%, N , �%�%, �%�%�%�%�%, N �%M M �%N �%�%M �%�%�% , M , M , �%i , �%, i �%M , , , �%�%�%�% �%N �%�%�%N , H , M N �%�%, , , , i �%, �%�%, �%�%�%, �%�% �%, �%, , , , �%�%Y , , , N �%N M �%�%1 Y 1 I ��1 , . �%N M M �%�%�%, f M i , �%, M M �%N , , , , , N M , �%, N , �%�%�%M �%, �%, , , , , , , , , �%�%, �%, �%�%�%q �%�%, �%, �%, �% H , , , , , , H �%M �%, , , , M , , , �%�%, M , , , �%�%, �%�%�%�%, M M �%�%, , , , �%�%�%�%�%N �% M �%�%�%N , N �%�%M , N , , , , , , M , i m M , , , �%�%, �% N , �%, , , �%H , �%�%�%, �%�%, , , �%�%�%�% �%�%�%, �% �% i �%�%, N �%�%�%�% �%, , , �%, , , , �%�% t 1 i Y Y �%N �%, , , I N I M . N , , , �%�%N �%M �%, �%�%N N , N , �% M N �%M , N i M �%M �%H �%M i . f f N , N N �%�%N �%N �%�%M , f M , �%�%�%N N �%�%�%�%, C N �%N N , . f M N �%�%�%, �%�%�%, �%�%. �%�%�%N M �%�%N �%, M , , , N �%�%N N �%�%M , �%�%�%�%�%�%�%�%�%N �%�%M M �%�%N �%�%. �%�%�%�%. . f �%N �%M , �%M l M �%�%�%M �%�%M f m N �%, �%�%�%�%�%�%�%N , �%M �%�%M �%N �%M �%�%M M P N �%, �%. �%�%�%, �%�%�%�%N �%N �%, �%�%N �%�%�%f �%. �%�%�%N N N �%�%f �%N �%�%N �%�%�%, �%, g f �%f ! �%M f �%. �%f l ���%�%�%N , : . : ' N M N M �%' : M ' : = �%N M H , , , N �%M , H N N , p �%M o a t , N N N �%N M M �%�%f M , N �% H , f �%N �%�%�%�%N M f N N , , , , , , , �%N N N N , �%, , , M �%�%�%H M N N �%�%, f f , , , f , , , , f , N �%�%, , , , �%�%�%, , , , , , , �%�%N N i g M , i �%�%M , f N , N N M f f , f , , , , �% �%�%�%, , , I r i , , N , M �%, , , , , Y �% M �% f , f N �%i , N f N , , , , f i , , , f f f , f , l ��, �� ��N N M N , �%�%�%, N N N �%�% N �%�%, , , �%i f , �%�%f f f �%f f f �%�%�%f " M M , N �%�%, �%�% �%�%, �%f �%f , �%, , , , N , �%�%�%�%N �% M N N �%l f l l l f f , l , f �%, l �%f l �%�%l , l , �%�%, �%, �%�%�%, , , �%�%l " l �%f �%M �% �%�� p �%���%f " l f . , f �%�%�%H �%f �%, , , 1 , , , �%, �%�%�%M , N �%l �%, , , M N �%�%�%�%�%, �%�%, �%U . u U . . �%�%�%�%o a f f l r l N �%�%�%N �%, , , , �%, �%l , , , N M , �%�%l , f �%, �%, , , �%, f �%f l f �%N N U l i , �%l �%, f �%�%, / , l �%�% N N �% ����p p �%�%N n �%�%�%, �%, M , N f ��\ �%��M ������N , ��, u p s �%\ u u . . . , ������f q , �%�%�% , M , N ��N Y ��w ��������u ����v �%. . . . n . n u . . ��i �%����, ���%�% ��, q N N , N , ���%�%�%�������%����M N ���� �����%N N M p i , M , ��N C ��N ����u ���� ��, i M M N O ��, N g M i ��t ��N , N �����% , �%, Y , ������, ��Y �%������������������ 0 0 0 U U ������, N N ��S U ��1 �� �������� �� N M �������%N N �%���������%��M N ��M �%�%M �%�%f H , �% �%�%, �%�%f , . N N N , M �%M �%�%�%�%N M M N f �%�%N �%, N �%M �%N M �%M , N �%, , , �%�%M M �% �%�% , N M �%�%M �% N �%M , f N N f , , , , f N M i f , N , f , N N N , �%N �%N M �%�%, H , M f N �%, , , , , , H , N , N �% �%, , , H �%f i N N i �%M l �%, 1 M �%�% M M l �%�%�%�%N , �� N �% �%�%q , �%�%M f M �%M �% M N �%M �%�%�%�%M , �%�%�%M , M �% ���%�% N �%N �%�%M , N �% N N , N �%M M M �%M �% M N M �% Y - M , N �%, M �%M �%�% M M �%N N N �%M , N , M M �%f �%�%�% �%�%M f �% M M �%�%M M M M M l N E N M N �%�%N N N , N N M , M M �% i �%N M �%N I N N N , f �%i t o a r , N �%, M N N M M N N M , N M i i N N �%N �%�%�%N f f f �%l N N �%N �%L Y N M N �%N , �%N i �%M N Y , 1 - - - - - - - - - - - - ��q M �%M N N M , N , f �%N M M �%N H N N M M N N N M N N �%�%M M �%M M M M N N N N - - ��- , , _ �%, M M f q �% M M , M M �% N M H N N N H , N M M �%N �%N �%M M M M M �%�%M M �%M M M N M N M , , , M M �%M �%M �%N �%�%N M N , N N �%N N , p , N N , �%�%N N , M �%M M �%�%M �% �%N �%M N N �%�%M �%���%�%p , f , �% �%, �%�%M �%H N N �%M N N M N N M M M , M M N , �%M �%�%M N �%�%�%M . . . �%. �%N M M M �%�%�%M �%M �%. �%�%�%�%�%M M N = M S N N N . N . . ��. . ��. . . w ����. w M M N N N �% �%N N N M �%N E M U M M E �%M N M N S E �%M �%�%M M �%M �%N N M �%�% N H �%N �%M �%N �%�%, N l �%N M M �%�%M N N N N N �%�%N �%�%�%�%N N f N N �% N �%I N N N N N N q ��N f �%M N M f , �%N �%�%�%N �% M �%, , , o a f , N M M I I N �%, i N N N �%N M H , N , N �%r N N �%�%�%, , , , �%i , M H M �%�%, �%N �%�%M f �%f , l �% N N �%M H N N f , N �%�%�%, N M M �%M N �%�% M M �%�%M N �%M Y r 1 - I _ Y _ M , _ �% �%�%N M N M , M �%, �%N N �%N , f , , , , �%, �%, , , , �%, N �%, N N M , , , , N , f �%, ] N N �%�%M �%M M E = �%M �%M M �%�%, �%M M �%N - - : : L . �%: - ; + T N �%N I �%N M N I i �%M N I �%�%M N N M �%�%�%M I N �%�%�%�%�%�%�%N M N p i �%�%�%L N �%N H �%�%�%�%�%f p �%[ N �%�%�%�%N I �%�%�%�%�%�%�%�%�%�%N E N E I I M E M E N E E M E �%M �%�%�%M ���%�% - - ��- r - , N r ��' N N N p p �%N �%�%N �%N �%�%�%�%N �%�%�%�%�%�%�%�%�%�%�%�%�%p �%�%�%�%N M p �%�%�%�%�%�%N �%�%�%N �%r p �%�%�%N I �%�%�%�%t ���%�%�% �%N M , �%N M M �%M M M �%M M M �� �%�%N [ + , - N E E N N E M E M E . _ �� = a n n t E d & E f f E E M E N E M E M a i l l a ��N �%p p �%�%�%p _ M E N E M E M E N E T i �%N �%�%�%M I N �%�%�%�%�%�%�%N �%�%�%i �%N �%N �%N �%�%N I �%�%N �%�%N �%M M O M M M M M M M M M H M M N �%�%N �%�%�%�%N I �%N N N ! �% , N M N , N N , M N M N N , N N , N , N N N M , N N M M M E M N I �%N �% �%N �%�%�%�%�%0 �% �%�%N �%�%M T M M M M M M M M M M M M M I M I M M M M M M M M M M M M M M M M M M M M M M O . . . M I M M M M M M M M M M M M M M M M N �% N H N N M N �%M M �%M M �%M �%i M M M M M �%�%�%M i i M �%�%�%�%�%�% �%N N I N N i �%N M I �%�%N I �% i M N �%�%M i i �%N r i �%�%�%N �%N �%M N �%i �%N �%i N �%�%N M �%N M M M �%�%M N N �%N �%�%i �%�%N �%�%�%�% �%N �%�%�%�%�%�%�%�%�%�%p �%�%�%N �%�% �%M M N �%N N �%�%N N �%�%M r �%N N N �%M N �%�%�%�%N N �%M �%�%N M N N I N �%p �%p �%�%�%�% N N �%N p �%�%�%M N M �%�% ������ �%p �%�%p N �% r N �%M �%�%M N N M �%�% N N p I p �%~ �����%��M �% - . n U �%�% . U U U n U ��N w ��B N N �%�%�� �%�%�����%�% M M �%�%�%�% r . + E M M �%N �%M �%�%�%�%�%Y �%N �%�%N �%�%�%���%�%M M �%�%p N M M E E M M 1 ��i �%�%�%�% M N �%7 _ �%��i �%M " ��f �%t o m �%A N E N N �%�%�%N �%N M ������N M N N I N ' - E M M E E M M M �%�%M �%N I �%�%�%�%�%�%M �%�%�%�%: . . _ , : ! �%[ � N . i �%�%��/ r l . i 4 i �%�%�%�%�%�% S E M " I I I I I I I I I I : N 1 j ����j j �%M N M �%�%N T �%N �%N H N N N �%N �%N �%N M M M / _ , I / I �%N I N N i I N i i �%M �%�%�%�%M N N M �% N �%M N e M �� �%N N N �%N N N �%N ��N N �%�%�%M M N N M �%�%�%�% M E M M O M M E M A I I I I I I I I M M E M M E M M I N I I I I I I I I I I M f �%N N I N �%�%�%�%�%�%�%�%�%�%M N �%�%E r n e r m �%S �%/ I �%J �%G C 7 1 N ' ��, N I �%M N N N �%N �%M �%N N N N N p , N f N N �� N N N N �%i N �%�%N l p �%i �% M M �%M N I �%�%�%�%�%�%N M M M A M M E M �%�%M M O D U U �%�%r 7 : O N I M m / , N M N �%M N I �%�%�%N M I �%�%�%�%�%�%�%N �%�%�%�%�%�%�%N �%�%i �%i N I J I �%�%i N i �%N R g i i �%�%M �%�%�%�%i N i N i �%�%M �%N N �%N I N �%M �%I M �� ���� �% �%�%N N ! �% �%�� �%/ J �%�%�%H M �%y m a m m u m f ' H �%N �%C 7 7 _ N 1 N E N E N �%�% N I �%M N �%�%�%N N N . �%�% �%�%p p �%�%q �%�%�%�%�%�%N p ; ; �%N M �%�%�%N N N �%�%�%�%M p ' N M N �%�%f / % ' L 7 �%G l �%a r �� N �%E = N N �% : N �� �%N N r N �%N �% �%�%�%N �%�% �%�%�%N M M M �%�%Y �%r �%N �%N �%i J N p r �%M N M ���%�%N �% ���%�% i f l N i j N M M M �%N �%�%M M �% �% . F E E N E M a I N �%�%�%M �%N �%�%�%�%N �%�%N �%N N N �%�%M p �%E E N N E N E E E N E N E N N N N �%���%�%�%�%N �% �%I h �� �� N N M �%r ! r �% �%�%�%M �%p M �%�%�%�%E �%�%�%M M �%�%M �%�%N f �%M �%�%u N 1 �%M �%��N N I N �%�� M N : ���%�%�%�% �%�%�%M �%M M [ N �%N I M M �%N M �%�%N �%M N �%N N E �% / 1 ��. ��. �%�%��A . M M ���%m e r i n N e �% ���%�%�% �%M N �%M N ��M M M N �%�%7 �%N �%N �% N ���� �� p �%N M N �%�%N I �%�%�%M N M �%�%N N N �%�%�%N N ! �%N I �%�%�%�%N N �%N E N N E N E E N E r m u m m e m e a s / �%I E m e m N ���%N M , . �%N M M M , �%�%�%���%�%�%�% N M �%N �% N I �%N �%�%N �%�%�%N I N N i N N N M N I �%M �%N I N N N I N �%�%N �%M I M �%M M N �%�%�%N �%I M M �%N I I ! �%N ��M M M N N N �%N M M M �% �� M �%�%i N N �%�%M �%N �%�%N N N N �% �%���%N j " - N p N I N N �%N �%N [ N �%�%N N �%N I N N �%N I �%M �%�%N M M M / ��r I �%�%/ % r . w U l . 7 �%/ 1 [ I I I I r I M I �%I A N E E M E = N �%M �%N �%��N �%�%N N p M �% - - [ �%�%�%= 1 N �%N N �%�%�%M �%N N I p �%: 1 �%����N �%N I �%M M �%�%��' �%M N N ��f N s M �%N M E N s �%Y M a N ��Z 1 1 �� M N ��a N I M ' 1 N . 1 * L �%l I ' 7 �%�%I ��i �%7 ! �%^ _ ! N N , N �%�%N N , �� _ . - M �%M ��1 N M ��, �%�%M N f f f l ��. A . ��; - w , ��f w > r . ' ��r i . A . ��A U " A [ �%N N E a �%�% �%N N " ' M �%�%! I N �%�%M �%M �%p �% N �%�%N N �%M N M M , H M �%N M I M E M E M N N M �%��N M N i M �% ��N H �%M �%N N _ , �%�% ��N �%N �%N �%u I ��, N N I / �� r �%N N M N M M N �% �%�% N E M I N I N M �%p �%�%p �%�%�% �%�%p �%�%�%N �%N p l �%�%�%N �%�� Y �%N ��, �%N N I N _ _ _ _ ��M �%p ' N N �%u M �%r ��r J N ! n p N w M M N M ���%N �%, . . N N M N , �%N p , �%�% : . - + ' �% N N E �%�%�% N �%�%�%p p �%N M �%�%N �%�%�%N �%p �%M �%p N - �%N I �%1 \ �%�%�%N I �% �%�%N �%N N �%M �%N N M E M I M M E W . a . . . . . . . . . ��. . ��. . ��i i . . - N M p p �%�%��I ��e . ��. . �� �� �%�%�%�%�%�%�%�%�%�%�%�% _ . �%m i l . . . . Y ��M i ��r M N �%�%�%�%�%�%N I �%N \ ��- ��M r ��7 A F i I / I C ' ! �% N M E M M I M M E M M O " N �� ��n ��. . . ��- I u w . . . d M �%i = I M . . N A P . M �%N N �%�%�%N N �%�% �% �%I M M I I I �%�%�%p p p " p M N ���%�%�%N p �%�%N N N �%N N N f �%N I �%�%M N N I N �%N ���%�%�%�%M �%���%�%���%���%_ p �%N �%�%�%���%�%�%�%�%M N N N ���%N N �� �% . �%N ��1 �%�%N I �%�%p �%�%N N i �%�%�%�%i i p p M �%N . �%N I �%" �%�%N N �%�%�%�%N M �% �%�%�%H N �%M �%N �%I I N I . . �%i ' I . M ��I / N �%. . a . . M N M N �%N �%�%N N �%N M N �%p i �%N �%i M M M �%�% N N ! �% �%�%�%�%N N N �%M �%1 1 �%�%I N N N I i �% - ' ��' _ - �% M . . . . . . ��. t t t t t a . . . . t a . . . t t �� N . . . - - . _ M M ��" " N M N ��. . . N N . ��. . . . . ��V i i = �%�% N Y w w . w . . i �% �%�%�%�%s p �%N N �%N �%i ��N p p �%N �%r �%��. . . . . . . . . , �%��i �%N �%i �%a �%w w w i i i i i �%N i n m i n n i n N I �%�% i i N M . . . . . . . . . . N �� i i �%, N H N N �%N �%N M M M M N M M , N M M M �%M �%�%�%N M �%L A M �%N N r ���%�%M N �%N �%l �%N N N N �� ���%�%�%p . �%1 n N �%�%�%p �%�%U M U N u �%�%N �%r i a _ V �%t l �%�%! w I ' J �%�%. 7 7 1 1 N N 1 �%�%M �% N �%U I . 7 N N 1 ��N N N �%�%N N . . " N N �%N N �� N ��I ������ �� �� N t l N I �%N �%�%�%N N N I �%N N I �%N N M �%N �%1 1 �%_ �%I I �%R r J f ��r / p ��I , l f&�%r . / y / M �% N M I �%N �% �% �� _ s 1 l . . . _ n ' 1 i f Y l l u l l �� �% 7 . N �%N r �%M �%M �%N �%�%�%�% f l N N N I �%�%�%M �%\ ��: I A �%\ i �%�% p N N I �%�%N ���% M N �%N M �%p �% N N L a m " N N N �% N H N N M M I S I I I M M E M �%= M ��a r l p e r �%�%N ' N 0 �% �%N N N N I �%N �%M N M �%M M . �%N M N �� �%N q �%�%M a / I t N �%�% �%M , p �%N �%�%N M M M �%M �%N ��u ���%����p M N M N r N ���%M �%N �%p �%M r �%�%�%�% N = = I I I . . . . . . . . ��j N ��M N �%�% ��N M _ : M N �%�%�% u E N E N E E E u n M �%N �%�%U M N g t �%�%. w w . . M . �%" ��" �%�%�%M M N �%�%N M M N I M ��= N �� m = �%�%�%N �% E E E E E N N I �%�%N N N N M N �%N N N M N N �%N I �%M N N I N N I i ; , : j �% ��M N I i M �%�%�%M M �%H I M �%N �%N N N N �%N I N N �%, M N �� M �� ��N �% �% �%M �%N N A �%N N �%M I N E N I I N E E A �% �%M �% �%M p M N N �%N I �%�%�%�%�%����N N �%�%�%�%�%�% �%N H �%�%�%�%�%�%N �%M �%M N N M �%�%N N I N N N i N N N N �%N N �%�%p �%N �%�%�% i N " N �%�%�%N �%�%M N I �%�%�%�%�%�%�%p �%M �%�%N N I M �%�%M N N �%�%M N N �%N M I �%Y _ , t ��N N N N N M N N N �%N H N N N N �%�%, M N p f �%�% �% �%�%M N M N M N N I �%M �%�%N I �%�%N N I N p I �%�%�%�%N N I N �%�%N N N M N �%N �%N H N N �%�%M I �%N I �%N N �%M N �%N M M �%N N m o m m �� �%_ " �%N �%I N M �%�%M M M M M - - M N �%M �%�%�%M _ _ _ l M I N I M M . _ �%I S i . �%. �%i E I N I �%�%i �%i i i i �%p . . . . ���%�%�% I I I I A M E M m m �%N N �%i ��i �%N �%N �%�%�%�%�%p M N �%�%p �%p �%p _ _ - - - - - ���%��N - - - - - - - m �% o u n - - - N N M E M O M M E M M E M E M E M M E M M E M I N I M M E M M I I M M E M M E M E M I I I I I I I I I I M E M E M M I N I M M E M M n m n e u n n n m m a i s m e w t a w n m r u n r s o P t r P n r n n r i r . w m s m m n a n i n n s r a a m i l E E E E E N E E E E R E E m s E m e r n m w m e m e n m e m m E n u m m m E N E N E E E E E E E N E N E N E N E / i y 4 y - ���%�%�%�%�%N �%�% �� N �%p N " T - T - - N M N N M N N �%�%I a n . . . . . . . . . . ' c a ��s l . ��a o a . . s - ������r i - - ��' - " - ��" - - - o a ���������� _ - ����r J p N E E M M N �%�%N �%�%�%�%�%�%�%�%N M �%�%�%�%N ' N �%�%�%�%�%�%N �%Y % I L 7 �%G i a l f ��' I �%i �%. i / r a l I ��i i W i t f . . 7 �%�%M �%N N I �%N N N N �% �%N N I ' i l N - - - - N - r t - p ��. _ _ Y _ m ��u ���%���%N I N N �%�%�%N [ t �%�%�%�%�%�%N N N �%m N - m N I L �%�%�%�%�%M �%N ���%M �%�%N p f l �%�%M N �%�%�%M �%N u . u f N L 1 1 I I N N s N . a s r a j ��N �%N N N M " I 1 1 1 N �%E N M U N U U N �% N �%�%M M N N �%���%�%�%�%�%M �%�%�%U �%[ �%�%M M �%U �%p �%�%N N M M / i r �%M M I / M M M �%M N �%M M �%�%�%M M N M �% M �%N �%M N N N N M N �%M N M N N N I �% t �� - - - - _ _ t _ �%�%�% �%N �%M p �%I ! M �%�%�%�%�%N H �%�%�%�%�%�%�%�%�%�%M M �%�%N N �% N �%N �%�%�%M p �%M N N [ �%p �%�%�%�%�%N M �%N M N i ��N N M �� T M R E I M M M . . N . N N �%N M M N . - _ - . . . M . - Y ��. p . . N . . N �%�%�%�%M M m I i m M M M M M o �%M . n �%. �%��i �%. �%i p �%. w . , u �%M M M M M m i �%i r u . �%i . N i �%�%�%N N �%N M r _ t T f&. . t t ��. t t t i w w - _ - - - - _ W 1 " " ��_ - - . - - ������ - ����- 7 . ��. . I R r . . . . . . . M . . . �%7 J . N N ��. . . . . w . . . . . w . - - - _ - - _ - - - ' _ . _ ' - 1 1 1 I I N �%N �%M N �%�%�%E N �% �%�%N �%N �%�%�%�%�% M N M . . . w . N . . . . . N . . = . . . . . ����+ . v . . N ���% - - - - - " . . " " ���� ��w . . i T i . . . . . . . . . . . i ��w i s . w . . . . . . . . . . _ _ i ����i . �%. _ . . N �%�%. . _ . . . p . . . . . . . . . . . . - - - - - N _ . _ M _ �%_ �%a . . �%N M i �%i i i i . . I . N . . . N �%�%p N N N r i t N t ! N : I N �% M �%N N N N N N _ N �%= _ N l p �%M �% N �% N = ��_ _ �� ��i 1 ��1 . 1 �� i t i �%���%N N �%N , �%�%i M N M �%�%�%����i i f �%_ �% I a n �%N N �% �� �%[ r r / N . ' - C - ��. ���� _ ��- ���� i ���%= X w . . . . . �% . . . i N N I M �%N �%1 1 �%N M �%�%M �%�%�%M �%N M �% M M N E E N N E N E E E . N �%N �%�%M N �% U M W M N N ` . 4 _ - - �� p �%�% �%N N M I I ���%N M M �%u ��I ��i r c ��M _ . \ �%^ �%I J . �%�%�%�%�%N I �%�%�%[ N M M �%p �%N N L " X �� �%�%�%N �%�%�%N N N �%\ ��I �%. �%�%u N 1 M �%�%�%N N N u 1 ����M �%��N u �%N ! �%N �%�%�%M N ' w w . M E N E M E N N E M E N E N E M E N E M E N 1 r t M E S A N E N �%N I �% �%M �% M g �%�%N M E N N M E �%�%�%�%M N �% �%M �%N N I N �%�%M N N N _ , _ _ _ . . } I N N �%M �% i �%M M U M W N �%M �%�%M M . N , �%M �%�%�%N M �%�%�%�%u I N O N - + _ - �� N �%�%�%M �%���%�%��M M N �%N N N �%��N ��M �%���%�%Y ��N E N N �%i M �%N M r �� �%�%�%�%p �%�%�% �%L 7 l N I �%�%N I �%N �%, �%N I ! ! �%p �%�%�%�%�%N I �% u I ��. M M N �%N �%g g i N ��M C o u n t y S M R o u t . 1 0 1 P o s t M i l e s T o t a l �%r o 1 . c t 1 1 . 2 / 1 1 . 6 S h o a t N o T o t e d S h . . h 1 4 2 1 P R O J E C T E N G I N E E R R E G I S T E R E D ����3 N G I N E E R N o D A T E A P P R O V E D N o v e m b e r 4 , 1 9 8 5 " 2 W W g c r E . F . G R A H A M I M M E N N E M E N E M N M . I ' / r r / M E I M S 1 1 . 1 1 1 1 1 1 1 M E M M N I ��, �� " y - - r - r r _ _ _ _ . Y y - _ �� - �� - - - ��N N N N M M m = �%u N I M �%�%�%M M �%N , N �%�%f �%N N �%�% �%�%�%, �%�%�%f �%, �%N �%, M , �% �%, I �%�%�%�%�%M I �%�%, M �%�% �%�%�%�%M �%M �%�%�%�%�%�%�%M M �%�%, N �%�%�%, �%�%�%, �%, 1 �%M �%M �%H N �% �%�%�%�%M �%N �% M . �%�%N N U M �%�%M , �%�%N . �%, �%�%�%�% M 1 H N M �%�%�%�%�%�%�%M N , �%N �%M M N �%�%H M �%�%�%�%�%, M N �%�%�%�%�%�%�%, . �%1 �%, �%f �%M N M N �%M �%�%H �%�%. f �%f �%�%N �%�%�%�%�%, �%�%M �%M �%. N M N f �%�%�%I �%N �%, I �%�%N M M B M N �%M , U M , N �%, , , �%f M , �%N �%, N �%�%�%, , , , f , �%I N M , M �%, M M �%, N M �%�%�%M �%, �%�%�%, �%�%�%�%�%�%�%�%, �%�%N �%�%�%�%, �%M �%, 1 N �%M N �%�%N N �%�%M H �%�%M M �%�%M �%. M �%�%. �%�%�%�%M �% N �%M M �%�%�%. �%�%. �% N I M �%, N �%M �%, M M M I M E �%, �%M �%N N �%�%, �%, M , �%�%�%N �%�%f , M �%�%�%�%�%1 ���%�%M M �%�%M N �%M N �%M �%, M M �%�%�%�%N M �%�%�%�%�%�%�%�% �%�%N �%�%�%N �%�%H , M �%�%, i �%�%�%�%�%, �%�% , N �%�%I M N H �%M M �%, �%H �%M �%�%M �%N �%M N �%�%�%M �%�%M �%�%M , �%, N , �%N �%, N �%, �%�%�%�%M �%M N �%M N N �%M M , �%M N H �%�%N M M M M N �%�%�%M M , �%�%M M �%�%�%�%M U , �%�%�%N N H M M �%�%�%�%, . H - �%M M �%N M N �%M �%N �%M M �% M �%N M M M �%�%�%�%N N �%N �%�%N �%�% M N N �%�%M �%�%M N �%�%M �%�%N �%�%�%�%�%M N �%�%�%M �%�%M �%�%N u �%�%M N M , L , M �%�%�%�%M �%N , �%N �%M M I O M M E M M M M M N M M M M / ' 1 �%�%M r w : �%�%n �%N H N N �%R �%�%�%�%P U i i �%�%�%N �%�%�%�%�%M N M M �%N M �%N M M N : " N N I N / N �%�%M �%M M O M E M M I K / l t ' r " �%N �%M �%�%�%�%M �%l N �%�%�%�%N �%�%�%�%�%�%M N �%I I M N i i i i i i i i i i i + W ' �%M �%�%�%g M O M M I U r m i r M U �%A g r i M I J A �%" J �%A M M M �%N �%M N M �%�%�%N M �%N N M M M �%M N M N 1 �% N N N �% M N M M N N N N L �%. 7 . M M M M M r i e n E " . - P d _ _ �%M M �%N �%M �%M M J 1 �%�%N �%�%N �%�%�%�%J ! �%�%�%M H M N E m a s a % �%�%�%1 ���%�%/ ' f �%J �%�%��/ f ��q . ; 7 �� e n t r Y M M N N M N �%N �%�%�%N N �%N N �%M �%�%L i �%. 1 r N �%L f f d / d , ��1 �%S \ r J ' i ��l ! r / _ , I y r i L / N M N _ N N N �%�%M �%M N �%�%�%�%�%M M I , N �%M N �%��i �%�%S N �%M �%�%N �%i n \ i N / N �%M N �%N y r f r �% M �%M �% N N N �%�%�%N �%M �% N �%�%�%�%�%M M V M �%M �%N �%�%N �%�%�%�%�%�%�%�%M �%�%' I N �%M N �%�%r m r a m m r i / ! \ �%M e m / 7 ! ���%_ . r i ' F . - i - - . y I - - " p �%N �%N N N N M N r , N N N M , r / s 1 7 �%. �%G A N N I , I ��I ! i a i . C ' r I ' 1 N " I N N N N �%N �% _ . ` r ��_ �%�%�% l m m �% ��' �%N M �%�%�%�%�%�%�%N �%N �%�%M �%�%N �%M �%N M �%f J �%N N �%�%�%�%N �����%N �%t �%�%L a �%N �%�%�% M N �% 1 r / 1 b r M , { ; . ' �%�%�%�% Y r N . - _ �%M N �%N �%N �� ��. - . I f e ' , l a p : 5 1 N M N N �%�% M M M M N �%�%M N N M N M �%N H N N �%�%M N N M �%�%N �%�%�%M N N M �%�%N N �� P A M , : " �% - > r " ��M i ' ��" " " ��" " M ��N " i . . ' " ; " �% �� N I M , ��N , �%N �%- N M �%�% �%�%�%N �%�%�%q E M N I I I I M E N M S S = ��N - . _ �%�%�%�%N M M N N M , N �%�%_ ������M �%M �%�%�%�%�%�%N ! �%�%�%�%�%�%�%�%�%�%�%�%N �%�%N �%�%�% N r / / , M �% M �%���%�%�%N �%N N N N N N M �% - . , - , - . M M �% �%Y �%M �%A / : �% �% " _ - Y �� . . - _ M N + �%N H N N �%N �%N M M M �%M i �%�%�%�%�%�%�%�%. 1 \ �%�%�%N �%N �%�%�%�%�%�%�%�%N �%�%. I e m s �%f i r �%�%�%N M M �%N �%N N N N M M �%1 , N N �% �%�%�%N �%M M N M �%N �%N " T M �%�%�%M �%�% M �%�%�%N �%�%�% I r . i �%�%�%�%�%��H �%�%�%�%�%�%�%�%N M �%�%p �%N ���%�%�%�% �%�%N m �%�%�%N �%�%T �%�%N �%M �%N N , N M �%N , M M N �%N �%M �%�%M �%N �%M �% N N = N �%N N I , N M N �%�%�%�%�%[ �%�%�%M , N N N �%N , �%N I , N N M N , �%�%M �%�%f �%�%�% �%�%�%. \ �%�%N �%�%N �%N , �%�%�%f M �%, �%I 7 L ' 1 , �%M ��j = N i " w _ �%���� �%�� �� " " r ����N �%M �%���%�%L �%N ��N i �%N �%i i M M A �%�% U m U U M ��M N ��\ �%M M \ = N U �%��U U f l U w U M M a e . i ��- - - - - ' a " : . . - - - m m . r N ������ I I I C ��! M i ��. I N N M �%N M M N r N �%N N i �����%M �%�%M �%M �%N �%N �%�%M �%N Y �%�%�%�%N M N N i r �%M 1 i �%�%M �%�%N �%N �%N N N �%M M N �%M �%M �%M ���� N r M N �%�% �%N N �%�%N �%�%N �%I f w �%N �%�%�%�%�%N �%N �%N . . a . N . . . . N N �%. . . �%�%�%. N N . 1 - - . t . . . w . w r �%N �%M �%�%�%�%M N M N N i l �%�%I I N �%w i _ i " M _ ����N , M M ��i i " �%N N �%N M , �%�%�%N N N M �%�%i �%N �%�%N H M i �%�%�%N �%�%i i i M i �%N N i �%�%�%N �%N p �%�%�%�%�%i �%M �%�%�%i i �%�%�%�%�%�%N �% �%M M I ���%�% �%N �%�%�%�%�%�%�%�%�%�%�%. . . . . �%N �%. N . N . . . . ��i i i i N . . . . R ��. N . . . n . . �%N . �%. �%�%�%. i . I �%��I I �%�%�%N . . w . . �%H M N �%�%�%i �%�%�%�%�%�% w i �%I �%l i �� M N N M . N . . . N . . . . . . . w . N N �%. . N �%. N �%M �%��. . ���%. M N N M H �% ��p N �%N . . �%M �%�%�% ���%M M i i N H �%�%N M N M �%M N �%�%M �%M �%�%N i M �%M �%M �%M M N �%�%M N �%N M �%M �%M M �%�%�%M 6 H 1 1 �%�%I I M �%N �%�%�%M �%1 N M N �%M N �%N M = E w a �%I M M N �%�%! I , �%�%���%�%���% N a N N �%N �%�%. N i N �%�%�%M N N M �%�%�%�% M �%M N �%M M M N N �%�%�%�%i N N N �%�%�%N , �%N �%i H H i �%�%N i �%�%�%�%M �%N �%�%M �%�%M �%M N i N M p �%H �%N M �%�%�%M �%N N �%I N i ���%N �%N �� _ �%M �%N �%M �%�%N �%N i _ �%�%M M �%M N N N �%�%N 1 1 l �%�%I I M �%M �%�%�%�%�%t + �%�%�%�%�%N L s i �%�%�%N �� . . ��. : i p N �%N N , ~ f y 7 �%w j j R I I �%I N N N ' �%�%i �%N ~ N : " a . M E 1 i t �� q ��M �%N �� f i M ���� M M M E N I I M M O M M M M M M �%M M M M M M M M M V M M M M M M M M , H M M N �%�%M m m o s i r l i i M i �% : o . e r a l t - - - + - I . " \ �%�%�%�%L A r M _ M M i �%i ��i M a a L I �%i i p i e l i : a i i d t l 1 Y l M t S ! L ��I J ��: . . �� �% ! N . . N N N M I \ . N [ x s 1 e - _ . ��i l r M M N �� r / I M �% s r . t l - . ���� . , % q �%�%N M �� I M M N �% �����%w [ " . T . [ . i �%. r t A M M E i I I ��I M . . - N N ' , �% N - T _ ����N M : r �%�%N i �%�%�%�%i M H �%�� : I L �% . - - - - - - " . . " ��N ���� i M �%�%i �%�%�%i �%M N N �%N i �%�%i �%i �%�%�%! 1 \ M d ; l l : / : 1 M g p l : Y J N 1 C i t ��l _ " L ' ' J i �%���%i ���%�% M �%I r ' / . / i �%f i i i N �%�%N i i ��M �� H �%�%N �%�%N �%M �%�%M M �%i " M N �%M 1 �%. w . . t w w . i �%M - - _ " N �%�%�%�%�%N �%�%�� �%M N I I �%�%i �%�%�%�%�%�%i �%N �%I " l i P i ��/ ��J �����% �% N �% - - ��- - ��I I M ' f . I �%i 1 . I u , N i : J N 7 ' N 1 �%M C r M �%C " N C f . . ��- - - _ _ l E r t e m e m E = M + �� _ ` H �% . - j : r . : - ��- - �%�% M N N M i i �%M N N N . M . u . i r i i i ��. a o . . G i N H �%�%. N �%N + 4 - 4 _ - j j Y j . 0 ���%�% 1 ���%M ��i �%M �%, ��/ i i �%�%�%N . 1 ��1 7 ����1 �%��M �� H N �%N �%N N M �%M �%N M ����N N M + - - - N N N �%N �% M M = �� �%' 1 �%H N �%i r - " l r u s n o n : T s I �%l l u l l �% 1 �%N �%�%�%�% M �%�%N H N N �%�%M H N M N �%N �%N �%�%M N M i N " i N �%M - - . . - - - - - - I i �%�%�%�%�%�%�%1 - . \ I M N O D E M N I N N M E I �% _ �%�%M �%�%�%�%�%i M �%N M �%N ���� i �%�%�%i �� N ��N M N N �%M �% M N = N �%�%���%i �� I I N �%�%�%i �%N ���� ��J �%�%M M l ����. M ! l I O T N ��N �%�% ��r �%N �%�%�%�%u N N �%M M N �%M " �% N �%�%N �%N �%�%�%�%i �%�%�%i M / ��i 6 1 b I 7 J �%l i a h l a i i ' �%[ t t / l ��f �%. , G i , i l ' f 1 U l V ( " N N �%N N M M �%�%�%�%�%�%�%O O M �% N M M i M M �% M �� N M N N �%�%= M N M �%M �% N M N N l l a r M E W N �%I I I M N �% �������� �� M M �%�%�%N N �%�%N ��M M M N �%�% t �� �%N M �%M �%�%�%N �%�% - - Y - �%N �%N �%N �%�%��N N M �%�%M �%�����%' u �%�%�%�%�%N N �%N G . . ��N �%�%�%! f �%�%�%H �%�%M �%�%. ' r I W A r i M P W A I i l l �%' 1 �%" " " " " w " " " I N I I I I I . i �%�%N �%N �%�%��i ��" , . i �%N N �%N �%M N w l l c f r + �%c " ' ��r " ��l i ����r - s M �� �% �%N �%M N M �% : , + �%N �%�%N �% N �%�%�%N N N �% - _ . - ���%�%N N N N M �%�%�%�%�%�%�%�% ! ' I L t L ��4 W J ����i s c u . �%�%i . N 1 t 1 1 1 1 a . H ��* r [ ��a �%�%N �%�%�%�%N �%�%N �%�%l . r ��. �%�%�%�%�%i Y �%�%�%i i �%�%��N N i �%�%�% = j = �%�%�%N N N �% ' 1 �%�%q �%N �%M �%M N �%N N �%N M �%�%M �% N N M H �%N �%M N i i L �%" �%t r 4 r A �%7 7 N �%�%�%i �%N N . �%�% _ _ _ _ �% C . ��\ M �% " " " " " M N �%��i i i �%�%N N �%i M �%N N M M �%�%M N �%N �%�% ��I i u n �%�%N �%M O . . w . . . a . a a �%�%1 / G G i N �%N H �%�%�%�%�% �%N , Y �%N M �%u U m n n n _ _ _ _ �%�% N . : N �%�%�� N N N �%N �% �%N �� M N . M M N �%�%�%, N N M N T I N : k _ N i H N �%N . . ��. . a w �%N H N N �%i �%N N M p U t i " 1 1 1 I I I t I f : U �� C �%�%f t N ����i �%H �%�%�%1 ��1 i �%�%��I �%i �%i �%M �%�%�%N ��N " " I r i M 1 . 7 / . ' i f ��G ��1 1 ! " ! M i i i �% N N N i r �%M i N N �%N N N �%N ���� . �% �%�%��' M N M �%�%�%�%�%���%q �% N q 1 ��N M M : ` _ �%! �%�% N �%��N �%�%�%�%�%N �%�%��M i �%N H �%M �%N M �%N �%N �% N 7 i + �%M �%���%�%�% M N �%�%, �%M N M N N M ���% 1 [ ' l i 1 M �%M H �%N N N �%N �%�%�%M �%�%�%�%�%�%�% 1 I M �%i N M �%�%M ! " . ' / 7 �%N 7 I N a m i r o m i n M �% a U l l �%�% �% ��. �%��N / / I i �%N �%N N �%N w , ��N . w M . M w f i N N N �%M M �%M �%�%�%���%�%i �%�%N �%�%i �%�%�%�% N M H N �%�%N �%M 1 ! ' L l ! A - r - i N �%M M N �% M �%N M �%M �%N �%�%N N �% i i r ��i w �� i i G ��N N ��N �%N �%= �%�%s y 7 ! ' P J , �%�% �� u i u m . " M �%�%�%M �%; N i i �%�� X 7 1 1 5 �%r : 7 L ��P , . L E E N �%N 1 M N W . U _ a �%N M M M �%N N M M M �%N �%N �%M �%i M N �%M M M �%M M �%M N �%�%i �% �%�%�%�%M M �%�%�%�%M �%�%N M �% N M �%�%N N �%I N �%�%N N M N N N M N �%N �%�%N �%_ N N N i �%i �%M �%N N N m n " " " " �%N N L ��I a l , N �%�%N M �%r i N �%M H N �%M �%�%�%H M N �%�% M M M N N M �%M �%M N M M �%�%�%�%�%. �%�%�%q �%�%M �%i N �%�%. �%�%�%�%�%�%M N �%�%M N M M M �%N I . M �%�%M M N �%i �%N N �%�%�%M H �%M �%�%M �%N �%M �%�%H �%N �%N �%�%M N M �%M �%M M �%M N �%N N i i . . N . �%. . . . . . : . l i �%M M N �%�%�%�%N M �%�%�%N �%M �%N M M �%N �%�%N N M �%N M �%�%�%�%�% �% N N N . / M �%�%N �%N �%N �%�%i ��i �%�� N i �%M N M M M M M �%�%��M i �%N M H �%M �%N �%�%i �%N �%i �%�%����i i N �%M ��N i ���� �%N i . M . . . N N �%M N i M �%�%�%�%N �%i i M N M �%N �%N N M N H N . N N N �%�%M �%�%�%H N �%M N �%�%�% N �%�%M �%M . �%i M �%�%M �%�%N M �%�%�%N �%�%M M N �%�%�%�%N . . . N i �%N �%N N �%�%�% �% M u �%I M M �%M N �%i M N N �%M M i i �%�%N �%�%�%�%N �%�%�%�%�%i H H N M �%I C �%�%�%i i N �%�%M �%�%i i i M �%i �%�%�%N / i �%N i �%�% N �%M �%i �%N �%M N �%�%�%�%. M M N M M i i N �%N �%�%�%M ���� �%N q �%i M �%�%�%�%�%�%N i N �%�%i �%H �%N i �%M H �%�%�%N �� �%�%�%�%i �%i i N �%i M N �%�%N �%�%M �%N �%�%N M N N i �%M N M N �%i N �%�%M �%�%�% �%�%M M M N M f M �%M N N N M N N M N N N N M N �%N N N N N �%�%M i �%i N �%N M N H �%�%�% M �%M H M ��1 H �%�%M �%N M N �% M N M . . . . M �%. . . . . M N �%N H N �%M �%�%�%�%�%H N �%�%H M �%�%�%�%H H �%i N �%N �%M �%�%�%i �%�%N . i �%N �%�%. i �%�%M �%N i �%M . N �%N �%M i �%N �%N �%�%M �%i . �%M r 7 �%i �% N �%N N N �%N N �%N N N N p �%N N N �%�%��j ��N i N N N �%N N �%�%N M i �%�%i N �%�%�%�%N M M M M M M �%H �%�%N �%�%�%�%i N N N �%M N . M �%�%N 1 i �%�% �% ��M �%�%N . M M . . �%��N N H i �%" ��N i �%. " " " 1 1 �%1 ��w 9 �%" " " " i M . N �%M �%�%i . N N N M i �%N N N �%N N �%�%�%N ��. �%�% �%, �%. �%H N N . �%N . �%. N �%. �%" . �%- - - - . e f M �%N M M 1 w ! ; A �%l [ ��. . . . . ��. . " " . . ��" " i . t . . . . . _ _ _ - ����_ _ _ . ��r ��i ����- . . . _ r w . ��_ _ - - - s - - _ _ r �� r _ a _ ��. C . �� w �� . ��- . - - . . w - - - . . . - - _ - . . - - - - - - - - - - ����M ��l i w i [ M . N �%M N f �������� N N �%M �%M �%�%�%N H N N �%. �%�%�%�%�%�%. N �%�% U M M N �%r . . . . �%N �%. N M N f N U _ _ M . . . . . . m N M �%h �%. N N M N M M N N _ �%�%�%N N N . M M �%�%�%N �%i N �%�%�%M �%N M N �%�%i �%�%�%�%�%�%�%�%�%�%. , M M �%. . �%f �%�%�%�%�%�%M M �%M �%H M M . �%�%N �%i �%�%N i n s i i . i 1 = N �%1 . 1 i 1 �% M I N Y I �%N N ��. M �� . M N N M . ���%i i i M ���%. . i M . �%. i . . . . �%M . . N . . . M T h = �%M . M N i . . . M i p H . �% �%. �%. N �%i H . . M . �%M . . . �%. N �%. . N N M . . H N �%. n 1 f&N N �%. . . N N N �%. . . N �%n . . . . . N f 1 . M 1 . . �%�%1 U . . - . N R : ��w ��. . ��. . - . w . w w . . . t - . . . f w . . ��w . w . . w ��. . . . . Y . N N . . M . . . . M . M . . . . . . . N . O . M . u . . . . N w N N N N �%. . . . w �%N . . . . . . N M �%. . . N . . �%. �%N �%. . M . . �%�%�%. M �%�%H M I N M �%�%. �%M . M H M . N �%. M H . �%. �%�%�%. . . �%�%�%�%�%�%�%. . �%M . �%�%. . . . �%. �%M N M �%�%N �%N . . M �%. . N �%N H H �%. M I N M I �%�%�%N i . �%�%1 J �%N N �%A H ��f N . I 1 . . 1 1 . M . N . M M N ��. N �%�%�%. N ����- - - ������. - - . . . . - . - . �%M N . - - N - r . ������N ��. . ������. N �%. n ���%��N ��H H . . N M ��. ���%N �%. �%. . . . . . . . �%��. n N i . M �%N N " . N N N . A . N . H �%N �%. . N M �%N i ��. m ��N N N . m M �%M i �%. g M N N M I I . . H i . . . N ��I m N �%N �%N N m w = N . . . �%- m r m o w = = = m m ��. N " ��N M ��M ��N ��N �� M i - ����, ���� �%, N ��N . 1 - - i ��i N ' _ - . m ; ; I I I . �%M i r a a r m t t t t t . t l . . r r . . . . . . . . ��t t r w t t t r . - - . . - - - - ��- - - _ ���� ��w ��������N 1 1 N : : : : ��N �%N M M . ���% - - ��- - - - A ��������- M . N �� N N N N . H . �%i i . N M M M . �%M . . N . M I N �%. M �%N M �%M N . �%. N N . N M �%N M . N M �% . �%1 1 ��M . �%a i s w i I N M �%. . . . M �%u m m e n n a M N M N �%�%�%M M N �%N N N M . H �%M . M �%�%N M �%M M M . N . �%. . N �%. �%N �%N . g M 1 1 M M N . N �% N . N M . . i t . N N M N �%N N N �% M . N m ! ! ! ! ! M M , M M . i M H �%N N N , N N i N N M �%N . H N . �%�%i . M . M M N N �%. ! . �%M H M . . . M . H M M . �%M N H N N . �%. �%N N . . . M M N . . . M . H . . . M M . N . N . . H M H . . . M . M �%N . H N . . . . . . M H M . . . M M . �%M �%. . . . . . . �%. . . . . . . . �%. . H . �%. . M �%N . . �%H N . . �%M . M . M . . M . �%. M M N . �%�%M M . . N " . . H �%: ���� i . �%�%�%M �%�%M N N M M N N M �%. M N M �%�%�%N �%N N M N M N M �%�% N N M M M , , . , , , N N . �%N , f . M N N M �%. M M N N N N N N N M f �%N �%. N N , N �%�%M N M . M r t M M M i E i N H N . M M �%i M H H H i . M . . . . . . . M N M . M . . . M �%�%M . M i . . �%. . N . . M . . �%. . . M M . M M N . M M . . . M . M i . . . M �%. M H [ 7 M . . . �%M M . . . . . . . . . �%. . M . M . . i �%M �%. . �%. N M . . N M H H W . . �%���% �% N M N ����\ i M N . M N M �%N �%�%. . M M N �%�%. ��N N M �%. �%. �%. �%. . N M i . . . �%�%. . M . N �%�%. M M . . �%. �%M �%�%�%�%�%M �%�%M �%�%�%�%M . H M �%M H �%N �%�%M . . . . M �%M �%�%M M �%N M . �%M M . �%M �%M . . �����%�%/ i t \ . . �%. �%. . . �%. �%M M �%. . n �%�%. . . �%. �%. �%�%M M M . M N . . . �%�%�%�%. N M �%. . . N �%�%�% M H M �%. �%. M �%. �%�%�%�%. �%�%�%M H M . �%�%M . �%�%M . M �%I I a . N N . �%�%. M . M M �%. M M �%M �%. �%N �%. �%�%M M �%�%. �%M M �%. �%M M �%�%M �% N M . i �%1 �%. N �%N I / f E M N . N M N N . I , f N I N M , M . M N N N , M H N . N �% M �%N . H . N M �%N . �%M . M �%N �% M N N N M . N �%N M . M �%J . 0 f C : f N . . G 7 1 m i a u r ! l r 7 a / . . ��" I J L L N M M . . M M �%N M . . . �%. N N �%N N N . N N N �%N N N . M M . H . . H . N N �%N �%. . N N . . M . . . M M N N N M . . �%N . . N . M �%�%. �%�%M �%N �% �%I ����. . p p " �� . . . N M M M �%N . ��N �%. M M N H N . j �%. N . p �%. . N N . . . N . M �%M �%�%M N N M M . . M \ w J . ��H I ��V . ����. . 6 i . i ��. w i �%��i ���%. �%i . �%M . . M N . ��N �%N N N �%M . N M �%. M �%M . M N M N . N N �%M N . M M N . . i . . . . N M N . M 1 " M M M . . . . M M . . M . . . . . . M N �%M N M I / i C : 4 E s �% �%M N N M , f �%f N _ i ' s l �%M �%M M �%�%�%N �%�% �% N N N . M M H M N M M M . N . . . �%. �%M N M . N M i H . . M M N . M �%�%N M . N �%M �%N ��V / I i N . . . M N . . N M g N ��. i M M N p M . . . . . �%N N N M M �%�%�%N M M . �%M N M �%M N M . �%N M M M �%N �%�%N N N . N M �%M N . M N �%M i . N . M N �%M . M N . M i ���%. . . M M . N M N M . N M N . i < s ����t " �%, N �%�%M M �%t ��r . ��. r l M f �� N N N . �%M N ���� �%N N �%. N - - - n �%�%N �%N �%M M . N M �%N M �%�%. . N . N N �%N N �%N . N N N N N . N M . N M M M �%�%M �%M N M N N M N N M M N N M N N N N �%. M �%M �%�%�%�%�%M M M M N N . a ��F i M t f i l l ��M M . �%�%p �%r M \ . N f N N ��N i N M . N N N �%N N �%�%N . , N N N ��N N m o n M M M ��N N M . �%��. N �%. N �% ��M N N N . N N �%M N �%. N . N �%M M . N M p . �%. . . �%N M . . �%. N . N M M . �%N N �%M �%M . M N M N �%m " . . U q . M N N M �%N N . �%�%M N M �%N . M M �%�%. M . M N N M H �%N N �%�%N N �%M M �%. . �%�%�%. . . �%. . �%N M M �%M . U S / i N �%. N . M Z e a / I f r i M �%M . . �� �%�%. M . M �%M M M M M �%N N N M N N M N N N N N �%N . H M N H N N N . M M N N p . . N . N . N M �%. . M N N M . M N �%N . N N N H N �%M M M M M �%I ��M M M M . N N M M N M . . �%�%M N �%�%N M . M �%M �%M N M . . �%�%. . H . N M . M I N M M �%M M �%�%. . M �%�%. �%. . �%M M . N �%M M �%��M M . . . . L o n : N : N " �� T = M N N M ��q ���� �%��. ��M N M �%p N N N �%�%�%, N N �%M . f l . M �%M N M �%�%�%N M �%�%. N N �%�%N �%M �%M N �%M M �%�%M �%, N N N N N N N N �%M M N N I �%M N N N �%I , �%M , �%M M �%. M N M N . �%�%W . M M . N M I M M N N U U u . U U f M M M , . , H M N N M N N �%�% M M M M N N M M �%p M �%�%M �%N M , �%M �%M N N M M �%M M M N �%�%N M N M M M N �%N M N N M N M N M M . �%M �%�%�%M S a �%M M M M M �%N N N . M N M N . �%. �%�%M �%M �%N N N �%M �%N N N N N N M �%N M M M . M N M . . �%H . N �%. M N �%M . �%. N �%�%. �%N M . H M . �%�%�%�%�%M �%�%�%�%M . M . M M N �%_ ��M M N , M M M M M M M M M M M M M N M N �%M N N M H �%M N N M �%M N M �%N �%M N N N M N N �%M N �%�%M �%�%M M �%M . N �%�%�%M M N �%M M N N M . M �%N N M . N N M N N M M M . �%N �%N N N �%N �%�%M M N P O O M O M i �%�%M N . . i �%�%�%/ \ N M U M M U M N M N M N I W A I W V N . N N M N M . N N N , M M M H N N M N N M N M N . N M �%. N �%N N N M N N N M �%�%M N M N . M N �%. M . M M M M . N N N N M N M M M M . M M N N . M �%M N M �%N M �%M M . N M M N M . N . M M N N N . . . . M N M M N N M . M �%' r 1 1 L / . / a l ' d I / I , t i r 4 r u M �%N i l % / . e l �%: w / ��i / M h M . N i / I A J L " I �%�� I I I I I I I I I I �� M �%�%M N N M M N �%M N M N N H M M N �%M N M N �%M , M �%�%�%�%M �%N M . �%. �%�%M N �%�%�%M O N �%N H �%. M . N M M M H �%�%N N M H N �%M N N M �%M �%N N . M M p . �%�%M �%�%M N M �%N M �%N M M M M . N �%N N N �%N M M M �%�%�%M �%M M �%�%M N N M ' i f / . " I i l l r . i ! ' a r s " 4 r M M M �%I t , / C ' d r i f l 4 W A M / y n U N I . 2 i M M M M �%M M . N N , N �%M , M , N f i M �%, N , N N �%N N �%. , , N , �%M N M . . N , , , . N , . , i , M , N , �%M M . N . M M . M �% N N , N N , �%�%�%�%N �%M , �%. �%, N , M f . N . , �%M N M . . N M N f N , N l N N I N M N M . M , �%N M M M . . . . N N N , . . N f , N M �%�%M �%M . �%�%l M M �%. �%M �%N �%�%M �%f . f �%�%. N , . . N M M M . / Y . Y �%�%�%�%�%�%I r i M . . �%�%M M �%��, I f �%. r t i l M . M �%. �%. N , M \ 1 ��[ i l 1 . M M M �%M . M M M M M i �%. M M M H . N N M E M O M M . . �%N N N i - N M M M N M �%. M N M . . M M M M M . . N M . �%. . �%. M . . M . . M M M i �%. . . M M M M M . . H N M H M M i �%. . M . . N M M M . i H N N . . . . M M M H N . i �%H M M M M i i . M M M M M M . . �%i . . M M . . �%M M M M M �%. M M M i . �%i . . M M M M i . N M M M �%M . M . M . . M M N M M . M . M M . M M M M M M N . ��[ C I I N N N N N N M �%�% . . . �%�%N N , f N N M , N M M M �% N M M O M r t H M �%p _ N N . �%�%H �%M , M �%�%�%�%N N �%�%�%�%N �%�%N N �%�%, �%i N �%N N �%�%�%N �%�%N M M M . �%�%M N M �%N " N _ . . �%M �%. H N �%. �%M N �% �% N M N ���� , - t ��_ �� _ . N M N M N M M M H N M N . . N N M M N H N N N N M �% N M �% N N N N M �%N M : M . N �%N N N M N N M N N �%! N ��Y ��W M M ����Y N M M ��V " " N " . M N M �%N " N M . M M N N . N . M M M N M M M N N M . N . M N N M . . M �%N . M M N N . N ��Y W N M . . . . M �%M H M . N . N N N M M N N . . N M . M . . N . M M : M M M M M . M M M H . . N M M N N N M M M M N N M M . . . . H L I N N M U U . . . . . u . o �%�%. . . N H N N N �%N M �%�%N N , �%M - F O R R E D U C E D _ _ I M A N B . - - _ _ 0 1 O R I G I N A L S C A L E I S I N I N C H E S 2 3 " A G - u P i e ■ ■ ■ ■■■ ■■ ■ ■ .■ ■11 11 111111111111111 :s.'. :ar�iCiiiil■'=":ii��Ci "i'■ii:'N�■ii n■■\ ■ ihhuhhhuhu11huu11!1muh!!fuhh177771■ ■N mi il p■ ■ ra id ■E a�Nr�N ■■11N■E■:■'!■' :1 % ma:1 r '■ :' Ri.'::::: rr' ME M■ ■t ' ■ r': ' ■r r ': C■ : ■ ■■� ! .E 1■:■■ : : .a9 11111 ■ 99■ 11111111111 ■ N■rE ■ ■ 9■ . r■ 1tu;4z,r [ ::a1.:9Na 111 ■a': :■ ■air ■■ 111111 1■■ ■ 1:111 ■■ H■i1i 1 111:�i � 'eiii■ ■C1■99e1.■.e.1. ■i� ■'1 � Il ■i■■ ■■ a11C.C■ a11■■■iiie:iiQ' �■ ipsii: .M: ■.C=■ 1. ■ i i ss1 s � ■. 1 1 i "a:. ■ 1. G6[=1:1::.: i'i ' a. 11 :11 . ■ r H. '■ �i'■i ■ .r :_:■ ■.■! i. �. ■: .■ 11 ■ a■■ N ■■ : ■N■ ■■9■:■I .■.R :..N:1 ::9■■:ae 1 11E II 11111111111111111111111111 MO EM :--.■ C 11 � 1�1� :a. !mo /Ni ■ .■ ■1�1f■ �1■ ■ ■■ ■■i.e. ■ ■ RN 111 ■■ n1 .■ ■ ■ 10 i 114 ■ ■3 N ■ n N 4111111411141111116 •■ 'C•:i::. ■■ •1111911111111pliiiimitsigliiiiiiiilliiiiiiiii i io:il ::' ::a '■ C1' CCiie:ili6'il iii:'::CG"■:i11 Cr■11■ �i:1' : 1111: a:a ■c■ li■ s1' ■ .■ ■ :ee E■ i i■ r■i aN ■ ! yN 1 111 ■..■ H aRli ■i 1111■.: ■ n■ r�■ ■ i i■■. ■ ■■�`acoo�."9■: �..e':' 9• . .=■.=9e...=�:.e. li si i:a9 : : r _ 111' '111: :: 9e"e' C. ■ 13. :Hi i :..:;�,1 i! ■ ■ ! ::IN:::■■:■a■ :=1111::■■iii! ■::::■C :r C:i■ lC::■r�=HCi■ii: i':: 1111■■ ■111 11■:::ii::■i::■::: ■ w:■■■■ !CC' C::CC! ■CC■!::■:CCH:' ' :' ■Ni 1 " : N ' rH ' ':r ■ ■'r '■ aii:l i+�:' ■■ a■ p111■ ■■1■� ■ .■ 1 ■ :■ ■■ : ■ ■■ ! ■:::■■i ■■. 1.1°11 �i Cn :"pp:Ca C' !in ::'::i ■":C:::1'r■i'i:■■ ■■■■■ ■■' ■C:1111.■■■■■ :1�' '1:'a=:1111111111 : 111111 '■ i ' a::0f i:■"■■:C1'C:a ■■ppp/N ■■n■■ r■ ■ ■■N■■ C!r■■! I, 116:'l ii:� '�::■ ■C1a■ ■'■ p� 1' 11_'111:::11:C : i� �,3 ! :■■ ■1■■■\■■ Cceiuel.\e ■ ■111■ 11■■.n ■■ ■■N■■ ■.. ■.■ 1 ■ ■ ! ■■ ■ ■Ca ■ ■ ! ■.■ Cce■ la�:laa�1. isi' 1:'N aggom 11 1. ■'�� �i i■! ■ _ ■:.. '. 7:■11 �� ■ e■■■■ ... i• :C �■ ::.. ■ i■ 1. !. .■ 11111 '..C. �.■i 11 ��1.. NN - ■ �" 4=IL ••■■■ 11110:: 9: ::: ■91 ■i:E P:. :":::::9a Cam[' C' :. '1 !IiIii11ii1ruhh1 ■■E ■ii ' $11..11"11110 . CeC.ii'il• ■ 11:■ a■'� '�i■ 110 ■ aiia p N j; L.:'11°. . ..r a.:■... .. I. 11 Ir.? 1 ■ ■1! ■ ■ ■ rr■:■ . ■■' ":� _.. !• .1 is i 'p_L_i'+ . 9. . a. 9.. .... . : ' . .. ■ ... . !.■. : ■ : . 111 ■C ii�■�..aCae■N■ 'i ainlimi .9i 141111111111111111 '011 .17. N ■ - ■■ uie�■9i�i■ :%i■■\ 0.e.11111■ NI111111111111111r"::■ 1 •A•:� - ::%1C:i��: :::::CC■ ' CI■r■■' :' i'a::l::i■ '1' •• 16�[ ■ •Ni�11' `' 11 11:■■ :1111111111111111111121111111111111111■ 1 111 !■■ H■r ■N ! !i 1111 N �� �_■ e !■■ ■ Hi6r! ■ ■r ■■■ !■ ■ ■ ■■1n!\■! ■! ■ ■■ wl■Ht'r 111■ 111 11. v■ ■ i i■ 0.1.....1.. ...... ...... 11.... 1... .... .1.. ........ ■ ▪ r : r UO .. ILIi. s■ N cifiytiaRl[_V7OC: ■C. ■■■ ii■ ■11 la::::C■ N ■ 1■■ ::011�qq■■■a:�C�ia:11 11e111.11111111111111; M'i'i11' i■ �■ ■q ■ :■■■■c■ : 1 e ■sra■ ..■ ■ • .H■i ■ ■ !9■ 'r .�[ uq■■■ ■mi le•■ . :■e. :r: ! a�■a. .l. 0 1 111■. ..■ 1: . a.a.. .r 1:N i:el1 1.■ ■■■ __.■.. ... ' . "1111' �lD -.w l.�� ■.■■■ ■ ■ n■■ ■!■ IZ ■ .. . O■ ■■ J 1�1�.■■■ ■■1�.�a. I�■ ■ :■ '�''! _:E■.■ 9■ e■.�1E■ 9 : '.911 ■ _ll ■ 1 ■1111■ Ian ' .1'"e' mor :aa 11 9! ina■ '111" e �a -ff llr�srz �' ■ _`'!�. c: 11 .11■. .■ ii■11 11:: ■ ': 11.11� -!■ ■ ■■■ .■ r■■- i�H■■ ■H ,;■ ■ i ■! mil ■.■ : :::::C■ ■:r l+i:a:■.■■■r'■!.■ w■■ ■•U■ :■:r■ i ll■ ■!■ ■::� HH 1 nC■■� .�1. 1�.irlI■� � _!� .i ::ii�i n11 ' :■ e:.; i■; :a'■ •1 :'::ee'ii:'e a ie■l olloo ■ii �� .1 : 11:'11::e;i '::eee:::: 'H-ii'i9::i:e :' ammo :::■ ■ 1111179 .... iiri'ieii■■ al. ecc'_` Ym �' .�. e.11�?NMI■.■111 1e: ■ ■1�!_ N■ ae : ■ i_ ■■■ r oe . .. �.� .■ . 1a ■G 16 r■. u ■ g et go Nn! ■w... a _ . !' \ 9 ■■■ ■11E .• E. ■1■■i ■ e■ ■■ ■C■■■ ■. . ■1 :III i_ !_:a srn I[■. ■ 1111 N ■N 1■ .n ■ •• � ■■a E E■■ Pia ■ l■■■ Cel■ e■ ■ all■ .gee l■E ■19■ �aa■ii�l�s ■:t-�_"�:_��..►r�,i:n///■■■ r1a' ■a N'a■i■!m'lIR\ \a' ' as ' 'f �.Y ' ■N■' + ■' C Mee- . :a.■ . 1 1". .� ■r . Cs :C' 1 1�1. i6■I viii ■■ RiI., u Imam 1CH..Ha..a .: ■ . a�a� Er i■1 C l■■ ei■n.cce ■-:.. ■ e $ ...� !■ : 1 1.■■ .R f,1 ■■ .yC" ■1 1�p■�w ■`■ ■.■■ �■ �N■ Cn...rle.. ■ ■ ■ 1. ■Nw■ _ ilr iii nounelm ilia.■■■ ■■ ■. 161 Air ll1[■ N I■!■ ■�1 a■1 .■11.a.■ n1' ■ darn =11!. L _ aaam!- - - i.■ I.a■ 11 !.' mail■Ca/5:a:: _ ■H■a "' .■a:::r11 �1i;r. it ■ : ■. 6 ■■■ ! 1....■■ ■ 1 11.1 ■ 111 1 ■ ■i ■! ■ ■. iF.1■Re! -t" 4�1� ■■1 72,■ HE■ 1 N■' iI ■■ ■1 _ ■ J�? N ! ■■■ ! 1111111111 _ +1 �i/r N■.■ :■■!ta[1C 11 1 a ll■aaa:�eaaa aa■p■ Cr'1 7� "a aM:.. ■ !a. a.■ 11� ;a bla 11 rd= :.. Ca . cell,. ME ` ' ■ .�Ile 111:i1' a11ar �■■.r..■ i .N ■ ■1r[1!■aa.■ ■i H■■ ■ ■■� ■` ■■■■f�„`�/ �/ ■ 1111■ ■ ■� E1t a r ■ ■ii t1 yp■■■■ ..■. Its n li a■ ■ 1I In91'1■9 t 'a ■ le m ■a ■ r p. m H■ ■ a ■..:1111 .1111' ■ oar. I is . Rumenc ■ M ills ` Ili . .1 1. 1. a ■ rem. ■ m v rn JIIIU111IIIlIIIIit. E ■ ■ ■ ■ ■ ii ! c ■ _ �e aM■■.a...■■I�.. ■ .. ■ �. . ■1. 1111111 .■■ 1`N■N1M■. ■ ■. :■■■t■ ■■: :a ■..:!M MIR IZAM O JL!I 11■ca+■1��-■ n !■ ■■ Y N r � a �"y� z a a :.r ! N■ i�� i�■■ .Y' a r■a C 11 . N. Ili ■ 11'1`. Io:...,1.111■ + * ; 4 0 ■ I :' a !ilk ■ ■ •. : ■ ■ 1'10 i Pi ae HIP •' q r r i " 1 _ T ■ ' ..iiii�■n i n1 ` . il' . N■ i 1111.1 111111 a ■�R.1■ a L. ■■ an I f► C7 !. r T- r 9 N9 1p11l1 �. F .■ ■ ..■■■■■ ■ !. ■■ ■■�■ q■ ■ ■ .=1 .a■ Gla■. c ■■-fi .:aa t. ■■. 1■:l t,�" ' if_- --Fs : : :e■■ i� ■ "- :" ! ■ e.1:■u11t11■ ■ ■■N■■ ■■■: 11 1.1 ■■iB■■.H H■■■�11!■i �1 r ■ ■■ ■11■ ■.■ ■•C1^'■R■�� <' . j ` dli ■ aa 11■� a .1111. ■ 'a aaar�■■■as N1r : as" caa .r■■■■ 11' riAmsemCfLlegilci !■ it1 aaci.■a■� .a ■ic:a. aa .a■ aia■!■1�: ■i llrf IE■1111! 1 ■ ■ p e. : ■ ■Nl ■ ■■fin■■t93■ 1wR! ■d■11■ie�"■ 7 C aC ■■■l ei c^ �`' .. -:■ ■ r ■ ■ ■■■ ■ ■ .lar�io' E @9!1l 93i'6.Y-.1' S4mmw m©W nf a9■�ii 11 1 1 �t :'■■■.1 c . N .. !■ ■ ■■ ■r■en!■ I2, a .4,0163446iaG:iM IMUr mumps :eei:e:i: le.na: e 9Cr3%a■Eli. �i/9kb�616ft110R�vrll�,.:■■N■n■■ ■E u■a. l.�. ■?�9 [61111:. ME INOM II MM I ■E A M I - I , , - 1 . -1,1_, --t44_ : -H._ 1 -:1, 21.±. 1_11 -ti 41. __TH _._. :I - - - ,r _ir _,-.1 1 I:11 if -1-,1 Tri: :t-t H-t.:1_,: -11:: - ' --!�--}-�- 111 -�-:- �"�-!-, '"-'T TY _ I __t:a-:_'411 +1 J - t �T'I' (_ .•�. 1 if+ trr 1}j _.-.. _ 1_,_r: -}-L _ ,- 4-'-l- . .si-4---t-t-t f -t L LY i.i- I- -L . i. + . 11-1' i� �-�. .. I_ t 1 -r -+T t it ::::1111 ww■■ ■w::iiii■i dimil •1. r3n fr9!ii 1111 ■•• MAI�aa111'111'9::aemwr_itot •r--i1ape ■ r2,■■ ■ ■ 1 11 ti' iii a ■►�riiww■ ■■■ ■ ■�■ClSsiire:a! drl !A ■C:i...■"■■■:�' CC': ■ ::■ I� ::zioa . f"o �111.::uui:'..'e:::e:' n r■R!■MIIMEMEMEMESMEMEM rt 1_.1.11.. l--I-_t-t-4i T_+ R6i1 rr, �_ ' + � _- }4--4-4 '!IT1 r+, F,1t1i.it- { r -1-,r -: r =4 -441 o' ■e " 1111 ■9'�"e'.:::i.i 9rt■ ■■ ■N'1\! rhino �■• / ■■ d7S[ ■■ii■■Icai1■N■N ■■ ■Nl1�1"aRlrailiaa■1111ke:"lea4 >U i■MOW4Migna.ia mommmaemsu 77en7lrl iiil�iiiC: ■.1ieee7iull ■■■ ■■■■■ ■■■■cn!■?1i "!111_1::■■ m 1Ce■: ■■PGu'rI' :Ui::■:! a■" •1a:r1w :1111:":'a:ioi:o �.� .: ac .■ 1111:■■ :: ■ i9 ■■ iiii ■■■11■■ ■■�i ■p iiiU ■:■ ■ ■ ■ : iiiiii■■■ci ■■■ w■■iiiim ■■►�ir1■■■.■■■■ ■N■■ ■■ 1�■ ■ ■■■ 1111.4 _ 1u919■ ■ ■�■ ■:■ �s'i_�iiiii ■■Ew eimmal = ■■ ■■6riiil:eu 111 1 \i■NI/N:C' a '' :..CC:■,..te�!a:::' a:z::.:����1:� lC::N1C;;1!• �I!_lp1i509 ■■ ■■'aa': 119::::MEMMOME: a ■�" ■■■ ►%t! I[� w■■11■ 1_ s� : : C 'iICC" ■Q ==■e■ ■ r9:■ '9i:a E1:::a � 'il�lerr■71rr r. a NaC! :: 1111: ■ ■a■■ ! . 11 ■ / ■■ME E■■�Elbe ! !gm mompum. •41111 Jin n CJ_1 : i L 1_ i �- , !- --• aouar■■1aa,salnru amm■ La s c m/mauls MSCsf ,seAmsiim$$�timmegimunnm ail:AW p" `SIVRAM i■71W W9 Jr J Eri�IM PWlN/�iISOMMvAitClmaaallE3s'wc.:v MOMrommalo mm�yi[wdEl4.raAk!F.' awm iesEEE■ t$Umt twIMMAIMMisMi W O*A !' 0121 224.102 ifi Se EX EMV 3l ` el ■ U M02! p iE C 3ER1Y!ii K'6i41: ' N■e■RF+trs 1110�f95:��':. �a:R� 4- 1-� T Frri 447 - 4-H ;-t _f , N ■■■■ E ■■ E■E :. ■ 11aa;:■�■■■■■■■■ ■■ ■■ ■■ ■■ Ei ■N: ■E E_ E■I!�IE E 1111 1111 ■■ ■11111 M Ly s IIIIIM :•E■ EEN ■■ ■1i1ElA ■E■ ■■ E�•. ■■■C ■Ei11U ■EEN■M■ :1:11 ::! "1 �i■CC ::■a■p1 E1 E�::H N::::\r.■ ■■■i■■ ■■■■_■■ ■■■H!■■■■■i■■r ♦ N■■ ■i ■■■■■■ ■ Eno MI ::C ommm H ■11 ■■ ■■ 40,AM ME 0!■x r/ asHI'$s mem ■6ti11M MOM■ rS6■ ae11 w ■a! E■ EMPR'm i MM 2121 946a raiA\1 A 110025444 4062 ,■■■ EM ESS OMPOMOM ■■srallsren sa MI MO 4i A■IR O. /wsr 1bO *IFsr . a■!E'"'a:^.CRKMarl:,E OPP ifl'i �C ! 1x110.1:acer ■�SR�ru ■xOO ■[9!i'S�'i�S6x-`=:7l�li dlaan "h,sass011ei�amahkl rflin vorhYlL` -4rom9 arix si` i a *gre rr r�,�1e�■*0 1 t+lr e 411■Itiriia.tai11p la': .■!11Yw"�VIIi.:8 St■r711l2NN;IA! "37r,r w@ EM nrstfo Re mOMMOSS Ms4t,,L," O 111!1■rylin` y\AreP IS minmi1 all DR CAMIPM 51iaenn111i:Et1 11■ r■■■ m esAr•lRfa::111161 ■ 1■� ■■ ■I/'fi!■■ ■■1111■H ■■ +N■i n■■■■1■11■■ �0■1■■::"'ii II�ii'9 !1 ■. ■'1n■�!ni �� C�iiiiiiiiiii■11 .. ■■■N■.■ ■■■ ■� '■.■■ ■ Ii ■:a■ N 1■ 1■ ■11i n1Y ■■■ 1111■N■.91' el1■ 911 i�1 111 ■n wpmum ■ .. 1 ■■ AI �911[i■ ■■1�1' gn:■� "�p'���■ �11 111 m i ■■ ■1Ni' .■ i�■■1i■■■■ N■■ ren : ■ 111■■a il ■n: 9:Cr91■ HH■■■■■■■ H■ H\ �F }■ 1_ .._:1■■ M� : ■■■"i^ it■ ■ :!■111:T■ ■ ■E111r■B■ N■ /..7 iii Ca ■ ''■ ■■■111■ ■: �ii: ■7i rii ■ ■■■ 111_■ ■■■i■=ia 1�i i■ne■ 1�■■ i 1.: } nIII Iiii 111■01 111■Nei�i■N■ ■■■ N■n _ ■! ■ KMO ii n n■::: !. ■n■ ■ _}- /�■■�i■■i� ■ ■1111.■ ■ Eli ■ i�ii■■Niai ■ : ■ a i:C1'1■. •t ■r E■iii■ ■ ■Ea■ ■CR■r ■E aN iiii■ ■ _' � µ , � ■■■ ��i�= pp����1 11�■■■■i ■■ Niii i+i iEii �a \11.i11d! a• Mi:: '■ !. ■■ 141'l.N■ t ! 111111 i ! ■=■.■iiii■■■iii :1: 1■ =9::11:e1' ii:: ■ r:e■■ t' -F ,-� N■ ■ ■■ ■ :■ '1111■ ■■■ 'n1:■MOM ' ■ ■N■■■■▪ NOM E' 111 11 pr Iptr igs.1111■ ■■ E■ 11 I I6ISilOOyMn ISMO■n■ ■ Ci>�'�c.■ lir a 1sV1r!\ !/■ :/7E'■M ai P.! 1tmwal! 1r1■11111'11'308 s vae1w iiiemo r+'kaietl7;'Z9.gQ,ia�6rr±rf6rfr■■7l *r11. rtm■368d51MMHM1■■■fit0 MOMIW SEMM4 atrl r'�esl ■P.feRlyrX'.'dle9Clt4 ssio litkm ■. ■amsa,Sat.65` ammi ■:IRiilr ■■ hr■C3e111,3r'DQasma: iU ■■u1EMEM* ZugrOt224020VE MUM NNNISRr■C1l:r • OMI;O :19t*■ 4!S ■3 fflaearr ■■ K141090,':1711111■■\75Mn ■a.NR A:;.x■,�0 F!lfl9111■iI& OY .:frdeA■ inS101 304■F=4 11l■ ■ NF•liiiira+ .` If■ INMAIW AefRr\ 1 NaliPtrtISOM ■ iifR 0004sf*7' e ■A ■2+160 1V 6t1 .Y41f.'y- " X2 ■ir■1Cat 2eflSTAIMT21147517ii�toeuOClggi3. o rtatientammomm- Rt'a*7 f3r.021: 22 i520A4v0.1,!3#7;i711ArWA 01!z-wr,gR1l7a3t.rawe:..0!11Ne 4 3EIY'.d T'11456 R*a a4eSs1L NWV.LiEni no watr�scim asata sJ r. h+�Al aetla>;� lil iq Ith No DX ROOM M 144■2211 CIWOAM 191231 8E l5e;`af MMIR ■ xr'WA6riyw'ffii3lc Has�b'''r@figi'iffM M l& ri�roWaxsmV4 �pistilg VA MUUM ,fD+ l:4s'i ■i11DneMPAOAVt?eiRA is ���••0.+i491g44Prowr+a tAhrta tssa anhltiss MEM e■11u1111■■■■■3n■■■ ■■11=1■r�■■ 1i ii■■`1i"ii1■ 11i'i1'1 :■=1i::a::1:111' e::' 11 1'1 "u I::1'[■■::='i�i�'NSIII: N■%'I'Ili■1' ■■''�6 -i -%■ - ' ' �i11`-■�11 1111■■E N!■■ !=iNia■■■.N111 1�1■■ 1. 101■■:. ■ :N.. _■■a. N ■11 1!1■ CE .9 ■ ■■■\: .1ee a■■\\ ■ �■ ■■ ME E■:. .11:raai..1:: 9■:'�.e ' obi M r'. ao :e ' o■ � :L e :11. .::■�!\■ ■\■■ ■■ ..■ ■l. ■■ \■ N■■H■■■■\■ 1111■E n■■i■ ■r ■■\ ■■1111\\■ ■ n\■ N■ ■■!N:■riaC1l:a:f■ �:: a'11a1 MIII■11�'��''Cmae. 1111' e.c■■�■.rM MI ■ N: ea ''■■■ ■ 11 11■ ■■ ■■ ■■ N i■ N■ ■■ ■ ■ ■ ■\■ ■■ ■■ ■ ■ ■■ ■■■■ :■■! !■ E■■ ::■ :C:mME ■M9:■ ■ ■uai■■■:: 11. :1!1■ ■■■■■■ ■ :ee■■ ■■r�:�i■"r■■ C' O N a:tea:: ■::e:e:' : ■ ■mu mmi ■ r '■9C■:■ ■■ ■■ ■e ' 11:':9 ::■ 9 ' :'u■■ ■■ :■ ::■ ■ ■■■: iN■ ■ ■�■ 1■ ■ ■■ ■ ■■ ui■ C'![ : ■ ■■s "i■ iiii:ii :■i ■■f112■ ::':■ ■i■ :■ ■■■■ ■N■ ■ u■S' !■■ ■■■■i■■ ■ ■■ ■■■ 111 1■ ■ 11 ■■r ;�;;.'■ :119:001:en.■ E■ --: o' :■':l■1111 C'�il■\ l■ ■■ ■ ■ ■f ii■ im m: �a1• "9:�■■ ■ .■ul1 Idl►girlR'slC■■y6�r� ��1:111/■1 IthrtrF41■ 1■ ■ •iE■1 ■:G►1Rf1OOM MUMNOM a4Ni1aWatgMil\ 1'*11i1aIi 1 11 1 ■M HOS ■ Cr .r Kw .>Fr �a rusetiro aamo 111 1 rr resrac k, . 1t!l'�R 9lwd3 >@iFAa '7 9 , . X�Sf1 w APN ■R E■VErsb E Y. Ma14WAM* 4M` �!kOftesmeSWiE11US 11 1 I■■Ur 11@1"14"'&.411A4A4Md[/ it■ ■ MAMM EEM ■ ■ N M OM NN ▪ titam oam rfia■■!' *i7Nr ■!■■!9■ OW s' i■ii?:f:l+.*Ce'� l'EfmsOM IIIIIMIONEwm ' :r.Hl1i5" am R■■6A:'A`tc at:i51eJ/71/ 1?60,(i:!R;r 101:,4 0"tl` 4m}:9:ra4Wila's''it2NiMa1 d■ WS`V'WIWi * 71,ilVP4 7eIMOM66'I+.lal'J MOt 2il0001; 1M AI E .!11.11 '42 `4221 4RsI:Be'Y'.OLM FWAEMMO 4? MOW4r1 1171 S.A[IS MA SOR.■ MOOs* ry '� . ,'Alf"' -11:711 ENNOMMO,=%24WN2,221WEMO■/ r■■rMOM Alt 91576 MUMElMOMSF&'-' .4M:202Mi2 M.M■ 66fi[<F'5115` i'J1RebLWMV,'R _,' i O WE!3 9n11rn11+'ra0ec WILAMMs1e1MONMPPO WElaFR1" 6i"ISOWOME mft era ming:siss MOMS ■N■ ■■ rE■■■al MMCiAMt ■ ■ t 04 212S, " P L O T T E D B Y Y Y ' n A T / �� D A T E - 1 1 = 2 . 2 1 9 _ 4 _ _ r p ' ��- 2 1 - 8 1 - 8 ( ��1 . C H E C K E D B Y l - D A T F A 2 2 R 4 I N K E D B Y D A T F S U R V E Y E D B Y D A T F ' 1 r r P L O T T E D B Y ' C H E C K E D B Y P L A N I M E T E K E D B Y & K 5 F I E L D B O O K N D C R O S S S E C T I O N S S C A L E : 1 I N C H - = - F E E T , D I S T . C O U N T Y R O U T E P O S T M I L E S O S . M l o t I I I / t n . 6 " D A T F D A T E _ A f l A T C _ 4 - T A O Y B D a T T O J 9 _ T T A m i c T A n I T A 0 - S B 0 3 ) 1 3 3 H 3 Y S 0 3 K 3 T 3 M I H A 4 9 O N ) I O o s o j 3 1 i % T A 1 T A " ` f Y B D E r T O J 9 Y B D 3 x D 3 H Q S T A R Y B O 3 M H I ' T A O Y B D 3 Y 3 V R U 2 2 V I O I T ) 3 2 2 2 0 5 1 ) T 3 3 9 7 = H J V I I t : 3 J A D 2 I - ' 4 - i I I I + l + I I ��' I ' ' " 4 , i r j 1 ' 7 _ r i t - t o f r . - - I i 4 - - , t 4 - r I I l " . . . . . . 1 _ . + r r 7 : ' , : . " t + I j i } r t r ` I ! , _ i - . t h - + I i i . " _ f " 1 . - - - r ' , r I I f r 2 - F i - { 1 1 i l i t g a I I I I t i { I ! i 1 i - f r + i t J , ' ` � 4 = t o l l t r 4 4 - 1 1 - 4 - - r L I j " 1 _ L - 1 ` Z i t r 4 - - 1 - - - 1 - 4 4 I _ I 4 1 1 1 I F . I f i t } ' F 4 - a ' 1 F 1 r + 1 r T 1 1 - " f + S _ J S E , Q U A D R A N T - S O U N D W A L L 9 2 / 1 0 1 ; r t - F ' - : } 4 a 1 t ��, i - ��- L - - i . t t r - r - L - T . . 1 y _ J 1 4 _ L - 4 1 - - I I C I 1 L I - - a _ - 1 - I - - - . . . i t I r t e : + f I " , r + t i ; 1 - - 1 - + T o m " _ I - 4 r - r - ' 7 _ r t + I j t 1 I Y r + r 1 l J r �� - I - '- ! I - I ? i , 1 - " f ���� T 4 - . t r " r T - - 4 - - . t � - 1 _ t t - I I - - + - 1 } 5 1 4 I W V - 4 ��r 2 Q J I M T S O 9 3 T U O P Y T I 4 0 0 0 T 2 1 D _ i + 1 f T . I - i I f - - f - - : . i - 1 - 1 r $ 1 " _ _ I t J . - ` w I t I - t + + - r ` t - ` - i - D n t c m I D "