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HomeMy WebLinkAbout20021662 Ver 1_Site Plan_20021010i \ V ~O:Q ~`.p: _ T ~ ' tP (Y~ ~ i~~ - ~ ' : LL' : 1 ~ i ~ ~ - : 1 ~J"" \ , : ~ ~ ~ ~ - ~ r ~ , v ~ ~ ? ~ ~ ~ ~ i / -A \ ~ `J l t ~ ~ I • • ~ ~ 1 _ ~ A _ _ - - ~ ~ A. - ~ ~ _ 5 1 V J / I l t _ . ~ , ~ , ~ ~ ~1~~ \ . 1 ~ ~ - j 1 ~ ~ I : : ~ ~ ~ ~ ~ ~ ~ _ ~ , \ ~ ~ ~ ~ ~j i ~V _ ~ _ ~ , ~ ~ , _ - ~ -I - i i ~ r-r 1 ~ ~ ` - ~ ~ ~ T_ - ~ ~ t ~ - 146 ~ ~ ~ ~ ~ ~ ~ ti ~ ~ ~ ~ _ a i,i~ _~._._-t-- ~ I ~1. 'i ~ ~ ~ / ~ f / i ~ VIi ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V~ J"' ,r - - . 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O i ~ ~ I ~ ~ / , w~ ` ~y-'d _ ~ _ , I ~ ~ j / ~ ~ ~ , ~ I I ; o- ~ A ~ _ y ~ I - ~ ~ ~ ~ . - ~ ~ - , , 1 _ ~ I X~ ~ ~ ~ ~ ~ ! ~ 1 ~ r ~ ~ o ! { , _o. - - ~ , , ~ - - ~ / ! lL -I- o _ ` , ~ ~ ~ ~i i ~i ~ _ W ~ _ - 1 _ . , _ _ ~ 1000 LF - 10" DIP SEWER fORC~ ' 1N ~ ' ~ ~ - i rp ~q ~ I I ! ~ ~ i SI 1 E ~ 1 f, f ~ ' I w ~ ~ ~ 0 I _ j ` , ` ~ ~ ~ - ~ ~ - i r ~ ~ J Z 0 _ ~ ~ ~ ~ ~ , w' - I ~ ~ k~DS' i : ~ o ° _ ~ , ~,j 3 ° ORARY DIVERSION DITCH TEMP ~ ~ ~ o o ~ Z L ~ I SST ST IVDA _ q ~~~Y,,~ _~O~EN T P~~NCD ~ ~ ~ 00 ~ ~ W ~ `v ~ r ~ x ~ L~.x VERLAY:- 4 ? ~ --APPLY.1 ASPHAL~'0 - 7 ,~__.~x- ; 4 , , RMANE T q ~ ~ ~ x . ~ ~ , . SE~YE . ' SMALL SEDIMENT TRAP TYP) ~ ~ m z . SEt ~ - i ~ - - ~t ERE 0 ~ ~ ~A ~ ~ S~MENT ~ ~ Ya U a~ - Z L _ ~ - ___1, - ~ ~ ~ ARI ~ ~ 1 ~ b x X X I ~ n' - U C~ Sri X ~ d, 1 I Q ~ %DITCH 5TABILIZATION ;(i YP ; S, A, 3+31 LL +31 , ~ ~~t i -1 ~"1 •B D X --X 0 4 ~N ~ - ~ - i~ r _ ~ so ~ 20 B~IVD ~ 1- ~ 40 0 40 _ b ~ ~ _ ~ ; ~ ~ X -A . - ~C _ ~ X _ _ _ ~ ~ ~ / ~ ~ ~ ~ ~ CLASS II RI RAP H EI EL ,P H ~ O ~ x ~ ~ ~ EI - x=--~ x- - ~ - ~ ~ PROTL~TION ~5 x2 ~ " - 40~ X2 , ~ ~PT7~ Horizontal Scale: 1 - t - fi, ~ , ~ r.r 1 r d J~ ~ - ~ ~ - . , ~ ~ 5(J ~ ~ ~ - - ; r ~ ~ / ~ ~ / i ~ ~ - . ~ ~ ~ , - ~ ~ ~ ~ FLICT WITH SEWER - - ~ ~ ~ , - l 4 8 12 - 4 0 NOTE. ALL DRIVEWAY Pl ES IN CON 'i! ~ N THAT ARE LESS THAN - ~ . gin,..,, - - ~ \ fir, - FORCE MAIN CON TRUC110 ~ ~ - ALL BE OR EQUAL TO 12 INCH DIAMETER SH Vertical Scale: 1 = 4 REPLACED WITH 15-INCH DIAMETER RCP Z ek n, 0~ ~ - W d" !p~ ~ I - - _ _ ~ _~L - _ ~ ~ _ ~ _ - Z _ - - ~ ~ - - - - - ,p~ EVIE IE _ _ - E- - - - - - C ._P_ RO T- RI Y D - 720 -1.11 W 740 - - - ~ - - - h _ - _ _ - _ - - r.. - - - - - - - ~l - IN - - - - - E ~ - oF ~ - ~ - - ~ - E E SAO 2 9 N 3 9 ~ i _ - - - - - - _ - - - ~ - - - _ - ~ GR ~ - / ~ ~ - - - ER ~P ~pZ - - - _ - - - - - 710 730 - - - - 0 C AI _ 0 L 0 D P SE _ - w n: - - - U ~ Z o d c ~ _ - ~ Q N tq ~ f' ~ _ _ _ - - - - - - - - X r- V ^ N Z _ - d r~ ~ _ ~ Z - - - „r - - 0 ~ 0 _ - _ _ a(~N U _ _ - - _ _ _ 700 , 720 - - ~ a 1!ii w ST ~EL ENC SE EN i~' u _ iii - - < ~ iu ~ - ~ - - ' ~ - - I _ - - - - _ o _ _ _ _ - _ _ _ _ _ _ - - - - - - - _ 'I _ _ _ - _ _ _ ~ ~ /`fin ~ A4 - ii ~ n+oo is+oo 19+00 zo+oo 21+00 22+00 23+ 23+00 24+00 25+00 26+00 27+00 P412207 - - ~Il l l l l l i l l l ~~I ~ ~~i ~ ~ ~ 1 ~ r I / ` r' / ~ l - 1 ~ ~ ~ ~ ~ - ~ ~ , i- ~ ~ ~ ~ ~ ~ ~ _ _ _ ~ / ~ 1 / ~ ' ~ / ~ ~ 1 i l,! ~ i ~ ~ ~ ~ ~ ~ - ~ ~ i`~ t ~ C~' Q _ ~ I I ~ % 0 ~ ~ ~ l r I ~ ~Y, ,i ~ / ( ~ ~ ~ 1 / i a ~ l i~ ~ / , ~ r ~ ~ ~ ~ / ~ I i ~ ~ ~ I I ~ 1 ~ ~ I ~ ~ ~ ~ ~ ~o / / ~ ~ i ~ ' ~ 1 ~ ~ i 1 - Q i ~ / J r J ~ ~ / j ~ I ~ ~ i~m~ S~ ~ ~t, i i 1 I ~ ~r ~ ~ ~ ~ l ~ ~ l ~ ~ I ~ i ~ 1 l / I ~ / , , a ~~t I l ~ ~ of l ~ l / ~ t I z' i ~ I I I J ~i C ~ I i ~ _ _ ~ ~ I ~ I ~ N v N i ~ V ' ~ ~ i ~ ~ ~ ~ !n ~ ~ Q ~ ~ ~ ~ ~ ~ ~ ~ Of~EN CUT. PER ~NCDOT 1 1 ~ ER ~VCDOT TA ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ; ; ~ ' 1 INCH ASPHALT A PLY ~ 1 ~ H ASPHALT OWE L1AlY I P i ~ V~ v , ~ ~ ~ ~ % WHERE' ~SHAD~D ~ ; ~ ' ' ~ I ~ ~ , ' r I I _ - l i ~ ~ ~c„_. _ ~ cn 2 ~ l ~ ~ ~ l i ~ ~ _ _ _ _ - } r tt'1 Try / ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ i _--'-_r ~ 7 _ _ ~ ~ .n, -t I ~ ~ ~ ~ ~ W r -vrA~e . ~ ~ / ~ i ' C - - ~ ~ ~ ---p_ - - - __._.,-==--,w 1 -._~W~~_._ r_.,.W --r---r .i.- ( - ~ ~ - --__ry1 ~ . / ,yam- ~ , / r W ~ ~ ~ N _ ~ ~ ~ o _ _ i i ~ ~ c ~ ~ ~ \ 1 } ,1 - i i I i 1 k~l I ~ ~.2$~ 4 5 FF E ` o o u p _ - _ i F » (83 1]~~ 2 8 OFF EP ~ ~ ~ ~ SR I ROA _ ~ F~ 1 , ~ ~ ~ T MILL ~ E KNIGH. - r ~ ~ , 0 FF EP M SR ~ ~ _ ~ ^ 1 - r - ( _ * i / i 2~ gig;: y \r ..C /iU FO- Fp-.-. 36+00 - _ ~.,Y~ ~ ~ - ~ - o gib,.,, ``zz~ii STN ~ / ` r ~FIrG1r 1~ - O Y I ..4 ~ Y~~ ~ ~ f~;,~ ~ ~ .I 1, I ~ ~sTr~l ~~o- + w,, I \ I I N ~ I M W ~IT~H ST BIUZ~TIO i ~ z ~ ~ . i N ~ ~ ~ L_ f _ o o _ ~ ' o . ~ _ a+eo - ,HEMP.' SILT FENC 1 I ( ~ 1 I J W ~ ~ ~ , 1 X- N t ~ L ~ r Y X ~ ~ ~ , , , ~ rw ~ a W~ STO E 0 TLET ~1 ~ ` o 1 ~ ~ . 0 TLET - ~ a ~ ~ ` \ SI~,T BASIN ~YP~ 8 X , ~ ~ 1 ~ c~ kS ~ ~ 'I ~ ~ ~ ~ ~ ~ I 1 ~ ~ ~'T ° R FENCE o SILT BASIN TYKE 8 ~ ~ , ~ i ELOCATE ~ ~ I i i TEMP DI RSI N ~ ~ t~ \ v ~ Z N ;RSI N ~ ~ ~1 ~ I i 8 FT. LENGTH ! ~ ; ~ i ; ~~GATE fi0 PERMANE i DITC ~ ~ W v ~ ~ ~ ~ I- 1004 L - 1 d IP R IF C , I , EASEMENT LINE ~ ~ - k ~ r>/, - ~ k I ' ~ i l EDIME T ~ ~ MA L , ~ ~ i ; TIME T ~ ~ A 1 r~ 37+04 ~ ~ ~ i A ~ ~ ~ ~ I~ \ ~ ~ W ~ r AIR RELE SE ; , I ~ I 1 ~ , i ST 41 55 / ~ I`, f a ~ . _ • ~ N ~ ~ ~ LL N ~ I - . VALVE IN MA~JHOL~ ~ ~ ~ 1 % , ~ / i 10 45 BEND ~ ~ ~ ,ti ~ ~ Q ~ _ .ND \ ~ ~ ~ ~ ~ ~ ~ L ~ ;rte ~ 1 ' ~ / i ~ t~; ~ ~ ~X r X ~i~ r~ ~ V ` ~ ~ V o A ~ ' W ~ i .r---"~ ~ ~ ~ ~ / ~~l ~ I r ~ r ~ ~ ~ ~ .r SS I RIP AP CE / ~ C r, ~ A ~ ZIP AP CHA ~ ~ \ ~ ` - Z ~ v n . ~ ~ 1/ ~ 1 ~ ~ V 1 ~ % ~ ~ ~ ~ ~ ~ ; , ; i r , P OTEC ON 0x2 ~ ?N 0x2 x3 DE ~ ~ ~ ~ w ~ A , ~ ~ ~ ~ ~ ~ ~ ~ i , - ~ r ~ ~ ~ ~ ll, i r ~ - - ~ c ' ~ m ~ ~ 1 i ~ ~ ~ ~ ~ \ r' ~ i ~ i I: ~ ~ ~ ~ ~ , i i ` ~ ~ z ~ , ~ ~ ~ ~ X ~ 1 ~ ~ l ~ l ~ ~ l ~ 1 I - i ~ ! ~ / i / ~ ~ ~ ~ ~ ~ ~ _ i i - / , - - ~ ~ ~ i ~ ~ i x ~i ~ ~l~ 1 ~ I ~ - ~ ~ 4o ao ~ 20 ,0 0 ~ ~ ; ~ , ~ ~ < i ( i i le: " = 40~ Horizontal Sca NOTE: ALL DRIVEWAY PIPES IN CONFLICT WITH SEWER i FORCE MAIN CONSTRUCTION THAT ARE LESS THAN 4 0 4 8 12 OR EQUAL TO 12-INCH DIAMETER SHALL BE ~ FPS FP&S BENCHMARK 5 ~ REPLACED WIT'rl 15-INCH DIAMETER RCP ELEb9 ELEb'ATION: 749.42 le: 1" = 4~ NAIL NAIL IN PP Vertical Sca Z 2 ARR ES A INMN _ _ CI 0 RE N B R T IL 2 1 W _ _ ~0 ~ - - - (S ZE D F'1 U KN WN) - W - t1' 3 IN 0 R _ _ _ i I ~ - _ - o'~i - - - - - 770 W 750 _ ~ - - - .Q ~ M o _ P - \ - GR _ - - ~ N~ - C8 S EIL N TE XI Tl G FI E P C - - - _ _ _ _ - - - ~ 760 740 ~ ~ - N: - _ _ ~ w~ ~ - - - LL! - - p ~ ~ 0 p - o: x - .~o - ~ ~i - U Z ~ u. - rD Z 0 - - - o M r~ r - ~ X r U n N - F E IN 0 80 F 1 I S R R - - - - Z ~ d M ~ z - Z - 0 ~ 0 z _ - _ ~vn:(~a U - - F R E M IN _ 750 20LF 1 I R 730 _ 7i. ~ _ _ - a - - ' ~ 1 111 - - o w - - - z w ' ' ~ ~ fA Q - - _ - w - - to w w - - - - - - - ~ w ~ - - - Z . _ o - - - - _ _ i ~ - , , _ _ - - - - - .~n tO C-4 o 4- 4- 4- 37+00 38+00 39+00 40+00 41+00 42+00 43+0 43+00 44+00 45+00 46+00 47+00 P412207 it - - - - Illllltlllllll/l yyy - _ / , a J/ v. \I \ 1 ~ 1~ STA 90+40 _ , NA1E: FbR~ R~ UIRED EROSION ,CONT}20L~MEASURES ALONG FORCE MAIN CONSTRUC h 1 \ I ~ 10" 90' BEND BE7VVE'EN S7A'RUN -90+15 AND 107+66, _ SEE SHEETS 13 AND 14 o= .ONSTRUCTION ; - . ,y. v~ \ ~ PRbP. 24' RCP INSTALL~ILT FENCE, RIP-RAP OUTLETS, OUTLET CHANNELS AND_7E#~IPORARY . .MPO~ARY , ~ - ~ ; TEKrIPORARY ~ , _ . (SEE SHEET 13) CONSTRl~CT10N ENTRANCE PRIER TO I~IPE CONSTRUCAQN ~ . . - r ~ - - - 1 _ ~ _ _ - - - - - ENT~ANCE _ _ _ _ , _ - - - - _ _ ~ ~ , ~ ~ _ ~ _ _ - _ ~ ~ _ - ~ li ~ - ~ o - 'u _ 120D LF - 1D'-01P S'~WE I ae, ~ > . 9p' ~ - - - -OIP ~~SEt~1ER FORC A+l_ ~ti; - _ , - 1~ _ _ , ~ ~ ~ ~ ~ ~ r" a - , . - ~ ~ 1"i' ~ ~ - ~ - ~ ~ ~ 0 r _ _ . _ ~ Q~ - - - ~ C ~ tT - ~ ~ 7 ~ / - - ~ ~ , ( TEMP. SILT FENCE . ~ F - - - - ~ n, ~ ~ ~I W/STONE OUTLET ( g~+0~ OF ROADWAY _ ; _ _ _ _ S~A 6~+94 ~ l ~ - '1" AIR RELEASE ~ 5' FFC EP TCE °a • _ ~ - o 0 , - _ VALVE IN. MANHOLE ~ I STA 89+27 `+oo ~ ~ ~ - j 10" 45' BEND (ROTA ` o~ _ _ ~ - _ _ . _ . Q - -a II/~ ~ \ I 20' PERMANENT °a + _ ~ _ -PROP. 24 RCP _ ~ _ _ _ ~ SANITARY SEWER j ~ ~ SEE SHEET i _ _ - ~ ~ ~ EASEMENT ~ R~ . _ _ v 9a _ . , _ c a . - o ' SMALL SEDIMENT ; \ ~ Oo ~ ~ TRAP (TYP) ~ oa ~ . ~ . ,,0 98+ ~ r` U ~0 1 N o Z ~ N t ~ _ ~ 10" 45' BEND (ROTATED) - po{a o00 ~ 101 W ; Opp ~ N ~ ~ ~ . ' ~/z° M ~ o 0o CLASS 11 RIP RAP CHANNEL W 0~ o ~~1 i PROTECTION 45'x20'x3' DEPTH , N ' - - 1 0 F ~ i q - ~ _ = , W ~ ~ ~ II %i , ~ n ~ g STA 88+29 ~ _ > ~ ~j . - r~ ~a . , ;i _ - , _ - - . .;l I i _ , . ' z Z ~ ' a~ ~ \ ~ i, ~ ~ 10" 45' BEND (ROTATED) ~ / ~ l - ~~;~I _ t3 _ ~ ~ W ~ 1 - 1 ~ - • s. i -F- ~ _ . , ~ / z~ / ~ ~ ~ I ~ -,A~ ~ O ,i _ _ - - . _ - _ 1 ~ '1 ~ - - - - ~ L / e DITCH (JYP , do 4~ ~ ~ ~ ~ . p STA 187+~5 ~ __::tr-- ( ~ S I"' L ~ ~ ~ ` , ! 10" 45' BEND (R A ~ ( ~ ~w~„' / _ , l,l.) -7 M 1. , ~ ~ , l ~ . ~ ~ ~ ~ ~ N _ ~ _ • ~(Y L _ _ _ ~ _ ~ o ~ ~ ; y, - ~ , 1 , , Y Y~ W v ~ ~ m ~ ~ - - - _ Y ATCH, L(Ne i~ ~ I ' I fP s rr ~;J ~l ,'YY.~ - - c. rv m I ~ j' r~`. = ._----'""y~ _ x ____-k__---.- - _ _ ~ - y _ _ _ _ _ - _ ~ I ~ r ~rt 11 f: _ _ . _ ~ _ _ ~ . ~ 80 ~ _ _ 120 ~0 ' ~ ; ~ ~ - _ ~ - ~ _ ~ _ - I ~ ~ ~ ,~r - _ _ _ - _ _ - _ _ - - - ~ ~ - - F - - - - T,. Horizontal Scaled ~ arm ~OL- NOTE: ALL DRIVEWAY PIPES IN CONFLICT MATH SEWER FORCE MAIN CONSTRUCTION THAT ARE LESS THAN 4 d 4 8 12 OR EQUAL TO 12-INCH DIAMETER SHALL 8E REPLACED WITH 15-INCH DIAMETER RCP Z Vertical Scale: 1 = 4 - - I r - - - - - - - - W r I~ _ - - - - - . _ I W - ~L i - - - - - - - Z _ _ 2."A EES _ L INMNOE _ CI 0 GEN9R TDDTIL211 H ~ 720 - - - - - - - - 7 zo u, _ _ r,, E%STI G RO D OF P R _ ~D _ W _ - Y - - - - P 4" R P - u. G 1 E i - - - - I - - - 710 710 - 1 0 0" D P E O C AI R _P. _ R P SE HE 1 u; a _ U Z w- u. ~ z - - c~ 0 ^o - ~ - - Z 0 ~ N x ~ Z ~ - - "t Q v z - ~ ' o0 0 z - - - Nf1~N ~ vv 700 0 0 700 a a ~ i , 0 0 > I~~ - 4 ;j; w - 0 o a W W - - ~'~1'~1 m _ _ - - - W - - - Q - ~ - - - _ d. ~ - - - - - - " ; I - - _ _ - - _ - - - - 1°)rl a CIO C-4 4- 4- 94+00 95=00 96+00 97+00 98+00 99+00 II 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+ P412207 \ \``111 I I I I 111 ~ ~ ~~'~i ~ i ~ ~ 1 1~j~)1_~ r" ~ ~ ~ ~ l ~ C~' . \ ~ V. d ~ ~ c. i C 'i~r'(~ C ~ i L ; ~ _ ~ s • . L,.. - / ~ ~ y, % I ' + d1S 3NIl HOl W 0 9l ~ _ v - - I i ~ \ _ • - C, . _ i~ C,~ ~ ~ ~ . ~ 1 dT. 1 ~II ~ ~ 1 1 ~ ~ UJ n ~ I, I I ~ . ~ ~ - , ~ - ~ i ~ ~ ~ ~ ~ ~ ~ i ~ O ~ \ i v ~ - ~ ~ - _ _ _ \ - r r ~ 1 I , - l ~ / ~ ~ ~ ~ A m I ~V ~ ~ 1 ~ , ~ r - ~ ~i i _ _ 0 _ PUMP STATION ~ v SEWER C ~ ~ 1 _ NOT IN THIS CONTRACT ~ ~ ~ r--___-_ 0 N - _ _ ~ - , g ~ ~ / - - ~ ~ ~ ~ ~ , _ _ - I ~ , ; i ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ R ~ - A - G ~ } ~ U.E. J / 1 - S/ w ~ ~ T U J ~ _ 8/ ~ o U V - ~ ~ C i _ 1 , ~ i, ~ Il D Q -8 ~ ~ ~ ~ C q i ~ ~ ~ r ~ ~ ~ \ I ~ I ~ ~ 1 ~ 1 r' l / I i ~ I i~ ~ / ~ ~ I ~ ~ i j A ~ ~ ~ ~ ~1 Il - j U ~ r- U ? Z N ~ ~ 1~ \ ~ v ~ p ~ `,v, ~ t &S BM ~ V V' IM , ~ e p N ~ v • 25 x12 TURNAROUND `l' N 1 ~ ~ I , ~ ~ , k/ ? ti , ~ I- ~ rn y ~ w 10 RADIUS ®APRON = N r t ~ ~ \ - R=100 i ~ ~ ~ i =loaoo ~ - z R ~ rl~ ~ oo ~ cp ~'Lq~ ON < ~ - L=85.22~ ~ o° ~ rte. ~ ~.5dX ~ ~ ~ ~ =ae•4s ~ ~ ~ e _ _ _ , ~ ~ I T~15.39 ~ U ~=48'49'35" - IN~I IN~ 7 3 4 ~ \ R-58.o0 (n .82.66 z C= ' v t 98.10 INV ~U 7 3. ~ . s ~ STRFp' a~ w ~ _ ~}T/y6~7.18 _ ~ / \ ~ o~ ~IVV LL,LGM _ _ N i N ~ (n - \ 11 1 .W / i / I V ~i~ ~ 1 1\ `I C~ O i ' i` ~ ~ ~ L~ z I ~ . ~ ~ ~ Z °pp0 _ ~ ____PROP ~f~IP'RAP ~U T ' W ~ i~ ~ ~ o CITY- OF GREENS SRO J \ ~ w W vl `v ~ 1 .,...STD.--NO. '422 ~ o ~ _ ~ ~ ~ °o°o ._-___.._I m z ~ ~ C C . ~ ~ ~ / ~f~-- ~ _ EXCAVATE. bWTLE~ CHANNEL ~ Y ~ U a°'i L ' Z U ~ ,r T i AS OWN-BE 10 ~ SH LOW 1 i i ~ SEED_~c-aNSTALL EROSION _ ~ L , ~ CdIMTROL MATTING IMMEDIATELY !i ,f ~ 40 0 40 80 120 r :I AF EXCAVI~TION ~ - ~ ~ s y,~ ~ - I ~ 1 `i ,1 l i ~ ~ i \ • ; i Horizontal Scale: 1" = 40' i / ~ ~ ~ . _ ~ PROP. 5 1M~E RK 9 FP&S BENCHMA I ~ ~ i, ~ _ j ELEVATION: 708.65 NAIL IN TREE 4 Q 4 8 12 ~ , ~ ~ TEMPORARY CONST~~U TION EASE EN I ~ i sTR~ / _ I I Vertical Scale: 1" = 4' Z i r I i i WSW i - N - - ? ~ _ ii - - - - - - - N ~ I ~ ~ I X - TA - - - - r _ Z P E V 10. _ _ ~ - A.. _ -2 64 720 VI TA +0 720 ow Par a ~ + _ ~ P ~ 5. K= 4. ~ - - - - - ~ A.. 2. 8 8 - - ro ~ - ~ o - + Of _ N I~ N n + _ ~ r O - - - - + ~p - - - - - - - - 0 71 W W 710 m m } ~ _ - - - - _ n: r - . W _ - U Z~LL _ - Z _ - o ~ ~ . z - - - - - _ - - ~ - ~0 - - - - M ~ f" - ~ 0 ~ a OX z~~ _ - - ~ 4 M v z ~ 4 0 „ 0 _ ~iat~a U P 0 1 700 700 LI N D NSEE 3 - - ~ a , - t~ _ ~ o - - 20+00 21+00 22+00 23+00 24+00 ~ 16+00 n+oo 18+00 19+00 2( i - - -