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HomeMy WebLinkAbout20030537 Ver 1_MAPS_20030502 TAX MAP N0: 520-04,004 w Q N N ~ ~ ~ i o TEMP BENCH MARK-XXX _ ~ ~ ~ . _ - h. Q ~~~~e ~ I / i i l LOCATED AT XXX _ _ ~ ~ ~ ; -r - ~ i ` , TOP ELEM. 3XX o ~ , ~ ~ Ii ~ ~ - - ~ ~ ~1 \ - N, vvy ~ _ ~ ~ . MA ~ ~ ~ ~ ~ i ~ r ~ ~ ~ / ~ \ ~ ~ - - \ ~ ~ } E_ ~ ~ - _ _ ~ - it ~ _ ~ r'- - - K - y~ _ - - _ J -s r. ; , - - - ~ , ~ _ A ~ ~ ~ ~ / H Imo- ~ ` -H- > ~4, -1 r ~ l ~ ~ ~ ~ - _ _ ~ _ _ - - -i _ - i/._ ~ -~r~ ~ ~ ~ _ ~ ~ ~ ~ W 1 ~ ~ I i ~ I I i ~ 1 ~ i?t ~ ~ 1 ~ ~ ~ ~ _ ~ w_ ~ _ y _ _ _ - / , ~ _ H ~ ~ ~ ~ r-t-~-- ~ 1 ~ ~ .iii, ~ , / _ . - ~ ~ C ~ ~ ~ ~ 'l(i~ A .Q ~ Li1 ~ l ` ~i~ ~ y 1 ~ l~ ~ 1~~ S A ~ i 1 ~ ~ n n, ~ 1 I I , ; _ ~ ~ \ ~ ~ ~ 1 ~ < \ ~ 11 i ~ ~ rn ~ ~ 1 ` _ _ ~ 1 11 i - - ~ V - ~ ~ ~ l/ ~ ~ ~ I; ~ ~ ~ ~ ~ r i ~ , I _ r V f ~ ~it'~' .J, ~1 ~ ~ ~ ~ - - - ~ ~ ~ ~ ~ ~ r \ j Iii i I r+ ~ _ - ~ ~ A ~ ~ ~ V ~ ~ ~ V ~ ~ Iii ~ 1~ J ~ ~ r ~ ~ ~ ~ P. .,dd, - rye ~ \ ~ ~ l 1 V ~ ~ 1 - ~ ~ ~V I` !r'~,~ ~ _,~h~ - ~ ;~T ~ 111 \ C9• ~)V A ~ ~ ~ ~ l~~~ 1~\rA. iii ~ 1V ~ ~ ~ I -U' ~ ~ ~ ~ ~ \ (n ~ t, J V A ~ ~ ~ • ~ ~ A A ~ ~ ~ ~ l ~ ~ ~r A ~ ~ ~ `J 1 ~ ~ _ ~ ~ ~ , ~ , . ~ ~ J ill ~ ~~unnnl~' __.3 _ i ~ f ~ ~ - i ~ ~ A ~ V I 10._______ _ _ - ~ _ _ 1 u~1 ~ ~ \ - I ~ ~ ~ 1 ~i ~ i, i V ~ - ~ ; , 3 - - - - 5 ~1 i~ ~ - - -t nn ~ 365 ~ - - ~ ~ - - - --Y ~ t ~ ~ V , 1 - I _ ~ - - ~ _ I ~ - - , _ _ _ - - - - - _ : ~ N \ l _ I - - - _ _ ~ ~ r- ` - - i - \ - _ r _ _ _ - ~ ~ p ~0.. ~Q ~ _ _ _L_-----____ ~ ` _ - - _ ~ _ - - _ X10 0 ~ 0 ~ k I - - _ I 3 0 ~ _ - - ~ 0: ~ ~ ti - ~ \ _ _ . _ . - 0 O - - _ _ 7 L lL - - ~V ~iC,- - ~ i 1. ~ X ~ ~ ~ - - - \ _S ~ ~ _ - I _ ' _ ~--_f-- C ~0 - _ - / o U - ~ ~ - - I ~ _ ~ n = _ - U C O ` _ --I---- _ _ --t - - _ _ s _ i~~ _s~__'~~~ - ~ 1 ~ _ Z ' -1ST ~ - - _ - _ _ _ 0 ---r^~~ - _ 01 - 2 N ~ - 0 X ~ . ~ . ~ ~ 00 ~ - - - ' a`' - ~ p ~ _ - - 1 - ~ _ _ _ GRAPHIC SCALE s ~ _ _ - _ - 'y ~'v~,~T/ , i J , ~ - i U 01,.E _ S _ w N O _ I _ - ~-f - _ - p - - - _ w 0) - - - - - - i ~ ~ ' O _ I u2 V - _ - o ~ _ - I - . _ . ~ ~ . _ - - ~ , ~ ~ ~ ~ _ , l l - ~ ~ - - - - - - - - _ _ - - - - _ - _ - - IN FEET _ - _ - _ ~ - - -r- - - - - - 1 inch = 40 it" H m t 1 inch = 4 it. ~ ~ r N N O N ~ 365 365 Q OM J _ _ _ __~,Q-n--- ~o _ - O - !-e N _ _ - - - _ _ _ - - _ _ eat _ - - - ~ - _ _ _ _ _ _ T _ _ . _ . - ~ZI - Q - O _ - + 00 - - o - ~ - - ~ L ` ` o 360 ~ - i co aEi ~ ~ ~ o ~ _ ,d ~ ~ M - 3~~ M w + ~ M I _ ~ - _ _ _ _ _ _ - _ o - - _ m . _ - m ~ ' - - i W ~L - - - - - ~ _ II - j _ - -a~-- J ~ s _ - ~ ~ . r Pik ~ ~ l rn r. W rN - _ - ~ ~ ~ \ _ - _ Z 0_ _ a / ~ A } ~ ~ ~ --.-R~0] o - ~i; - - - - - -----+n o- -ti r _ - J.. / - - 0 - - ~Z - - - - ~ t ~ Q ~ H ~ - \ • r ro ao z _ ~ , m 355 ~ R M _ cn p'PS R ~j ~ 1N / R 1l__ _ - p, ¢ . ~ t0 fJl ter. - - J - A f _ r9 -N~ - - 1, - - - ~ - J r-+~- N II _ K z M ~ k p1P W ~ ~ ti ~ C1 ~ O _ _ ___----m vC = ¢ ti i ~ 2 ~ W - ~ - ~ _ : o J + ~ LOW POINT ELEV 336.98 _i m - - $ ~Z--- _ _ _ - _ C • • o - . , - o < - ~ _ 5~ ~ ~ m Z ~ W ~ y o0 Q~2 ~ t-2 I~ti. 1~p tq II _ M ~ -Z Y . _ ~ -dMCV tOW-POINT-ST7~ = 1~+32.OT-------_ ~ I - . \ N M Q ~ O W 2 ~ - - cV m m ~ ~ a U w U m 2 350 aoN~ w = Y o ~ • PVI STA = 1_ 39.33 - 1 - ~ - - N ~ U ~ ~om¢ O v~i Q E ~ ~ r- , o ¢ cn MM II PVI ELEV = 35.21 / ~ ,°n ~ ~n 350 ~ ??o , ~ ~ u K = 30.7 - - - ~ _ _ _ _ . _ f- m~ - _ 12" MIN.- ` ~ - - ~ - ~ zzz 210' VC J a N --(A- ~ - - -r- - ~ _ F - - - ~ N oMM ARQTION _ ~ ~ ~ ~ ~ m - - - w ~ + r ~ r--- ~ O / MZ~ - ~ _ ~ZZ N N ~ - ~ co X17__ N _ -~-F _ .M II ~ ~ - - - J fA N m ~ - - - 345 0 _ - - - r _._.-~._m MM c0 rt v \ v ' N ~ m M o d~ 11 j v < ~ _ 4 ~ M ~ Q ID ~O ~~a 345 ~ ~ +M ~ N ~ Y f ~ N~ ~ _ 3' 0°~ 12" MIN. 0 _ _ _ _ _ _ 3• . - - - - - _ - ~ , m F- R ~,P~ TYP. ~ ~ ~ - (n - g 45' MECHANIC L JOINT ELBOW WI H . _ t ~ + N to r F _ ~ - ~ ~ ~ m MZ _ _ ---_~.-_12 ~dIN..--- ---RETA{Nffi- -f T1`P{CAt}- - M{NtMUM-- _ _ SE ARATION 12 CLEARAN E BETWEEN TOP OF 8 WATER MAIN o m 019----- - - _ 340 J - \ U 2 -W _ _ Q _ - - Z } 340 zzo m _ ~ I II / _ - _ N- - _ 12'~ MIN. - - E 9g8 !p w _~.-t.. \ ~ zzz - _ SEPARA N _ - _ - - ~ - _ - p ~ ~ 8 ~R _ _ --12'rMIN. - (TYP.) _ py ,y~ - - - - ® / S_E_PARATION ~ S8~ (TYP.) 181.60 lF 8 PVC ®0.50 _ U _ _ - Q I ~J [ 1 p,, I ra i i F n- --pr1C1~L.-- - - - _ _ 3 $2 0 - - - , - =r- - - M--~ _ - --~g:86-If - - - - - V g PVC - _ _ - - - _ _ _ - - ~s--6.50~~ 335 12 TuIIN _ N _ . _ . SEPARATION ! r7 ~ vie ~ J 45' M HANICAL JOINT E OW WITH ~ - 335 y MAN" ~ .8s 45' N \ ~ ~ 8' DIP WATER 1 _ _ Z _~19NQ~~lYP1 _P_HOVIQ.E__k11NL~lIlM. _ _ _ _ - _ . _ _ o -----BEL - - - - - - g A - RANCE BETWEEN OP OF B WATER IN _ Q 12 C - ~ -STQBM.- N_-~~~ _ _ _ _ _ _ _ _ _ Q ~ 45' MECHANICAL DINT ELBOW WITH - - - - _ T -RETAINER 1;tAN (lYPfCAL~-PROVfDE IMTIM _ ` C 12 CLEARA 8g, 06,34. LF - _ _ - rn NCE B EEN TOP OF 8 WATER MAIN 8" - a )g-~ v - - AND T30TTOM-OF- RM "DRAIN-j1YPIC L)----- 8°x6" TEE ® 8'~~pV ®1.07 45' ECHANICAL JOINT E BOW WITH r p; . _ _ / ~ . _ --RETA1 S -(TYPCC -PROVIDE -FAINT ~ ~ ~ 12 LEARANCE BETWEEN TOP OF 8 330 CAIN v - - _ ~ 330 ' Q ~ s, ~ _ - - _ __v.__-~- i _ - _ _ Q a - p _ i _ m _ _ _ _ _ _ `t _ I r ~ ~ ----T - 325 m _ _ a - ~ ~ f 325 I ;r ,r~ - ----~r~--- - _ - r o _ _ _ _ I o ~ ; ~ _ - - _ 320 DRA WWG A/ Irl"T 320 315 PROJECT NUMBER 315 I 14+00 15+00 16+00 17+00 19+00 20+00 21+00 22+00 419-031 F00 18+00 0 11+00 12+00 13+00 d 10+00 i TAX MAP N0: 520-04.004 w i Q 0 / / s o~ TEMP BENCH MARK-XXX ' ~ SS£ / / ~ LOCATED AT XXX ~ ~ ~ 09g / / S9~ / .3)O( OC TOP ELEV. ~ / / ~ N= XXX i ~ / / ~ Z E_ ~ °C = - - ~ . / ti ~ I 10 00 ~ 1 ' _ ~ - _ - _ _ 3y,0~ ~ / ~ ~ ~ ~ i ~ - ~ - . _ ~ ~ ~ ~ ___-_~.l co es ~ i ~ ' % W Z ~ ;~~~d ~ ~ ~ ~ W i ~ l m ~ ~ ~ ~ ~ ~ i { ~ / ~ ~ t i i i ~ ~ ~ ~ ~ ;i ~ ! ~ ~ 5 ~ ~ ~ ~ O 35 ~ , ; Z ">1 I I ! ~ ~ ~ I ~ 1 , I ~ ~ ~ \ ~ ~ m ~ A ~ ' - 325 I I ~ u, ~ f ~ h 94 ~ ~y i ~ ~ ~ ~ _ \ Ax I ~ ~ : ~ i lam. ~ , : ~ ~ y-=.~- w ~ 1 i I ~ OO \ I \ ~ . ~ . ~ V ~ _ ~ ~ \ ~ J i - _ '1 i Q ~ 4~ ~ W / / ~ ~ _ - ~ ~ ~ I i 1 i Y; ~ ~ ~ ~ t3' '-~._I ~ ~ ~ ~ I I I ~ % ~ ~ ~ 1 I I i i ~ _ A • N o~ ~ ~ h~ ~ ~ h I~ ~ ~ ~ I ~ ~ / ~ % ~ o;x. ~ h ~ ¦ ~ , ~ 1 ~ `1 ~ 1 II I ~ ~ ~ ;'i • ~ M t' ~ i ¦ ~ 340 ~ ~ ~ ~ o ~ ~ 1 ~ i , . ~ o~ _ ~ ~ ~ ~ - - -1-~.- - - - r~ ~ ~ - , rn GRAPHIC SCALE ~ c v rn ~ I - ~ 1s+-o ~ n o 0 0 ~ - s .ss o c / oo -fi-f_. o 0 (n~~') _ ~ ~ - 1 inch = 40 ft H 1 inch = 4 ft. P'A STA = 11+10.23 > ~ - ~ ~ C ~ - T~ ~ ~ _ ~ ~ I~ PVI ELEV = 372.90 rn S Z A.D. _ -5.00 K = 20.00 - ~ I V ~ o0 100' VC rn o ~ ~ \ (V ~ ~ o; 1 M J M W N ~ • c 0 O f0 r ~ + M t O O N 380 ~ w 380 ~ ~ + fn U O ~ _ O~ m OQ m + F - - - O ~/1 , LOW POINT ELEV = 341.26 ~ _ _ ~ _ LOW POI T ELEV = 351.48 _ . ~ o LOW POINT STA = 12+92.27 d ~ LOW POIN STA = 14+49.48 Z PVI STA = 12+92.27 ~ PVI LEV = 342.73 375 ~ ~ PVI ELEV = 338.26 ~ ~ ~ 55 375 M D. = 17.00 • W N O ~ _ 355 ~ K = 24.0 - - N O - --'25.04--- - - - - - - ~ r - - - . I ~ W - - n - \ ~ ,c ~ J O 240' V ~ M v + + ~ 42b VC ~ - U li - - ,d, + W w 2 2 - ~ - U > U > ~ W - I--- _ _ _ - - sf r > w _ - - - N c0 ~ - - - - N N N N ~ (!I C P ~ ~ 370 a 0) M ~ N + 50 370 ~ ~ 350 + r M . ~ _ _ - ,o W - ~ - - - W ~ \ w - _ - ~S w _ Gi v ~ U > - ~ N > m _ - - - - - H ~ ~ - - - N - ~ W ~ N - - - - > m w Q ~ m ~ ~ d v» o ~t a ~ wom o - - - - U U ~ p _ J N _ _..r~_---- _ - N M ~'=¢N N ~ O y ~ O ~xw2 ° < ~ $ 365 ~ ~i W ~ a~ o ~ ~ 45 365 d W N ~ _ ~ ~ ~ ~ ~ V Q ~ w ~ ~ 345 5• ~ ~ ~ ~ ~ - - - N - N ~ ~ - ~ o N ~ ~ w i x ~ t0 N r ~rnQ ~ > ti ~ - - - _ _ - M - - o m ¢ m a ~ N - 4 - - ~ - R + M ~ - - - O e- - N _ -Q W 1 _ - - - - - \ - - ~ ~ ~ M W ~ B O N- O+ N O ~ 40 360 d N F rnM 360 MO d = O _ _Q ~ GO ~ ~lj U 340 / 11 ~ r _ N N t' d _ - _ _ - - N T U1 + ~ d M D QQq° ~ ~ ~ O~ ~ Z r- -iO~- - -N II ~ J t - W pjM ~ - - ---U O Q _ D:Z 1 - - - - - - T7~ r d r ~ - - ~ ~ I - - MIIII] d Q ~w o M zp E ~-----rq ~ -------t-~-=-- ll / - wy JO N -O ~ ~ z ~ ZZ H N U Ii II 355 ~M ~ I 35 355 ~ 335 ~ ~ 11 _ -~j - _---_-~1T _ _ - - N - t-- O p. V ~ ~r e Q ` m ~ - ~ - - - - ~ i ~ R r-- - f------_-_. 2 _ - - - - ~ ~7? - ~ ~ J ~ a ~ - - - - - M - - ' / i - - _ - - O J ~ ~ JG ~ Q ~ 350 ~ Q - - - ~ ~ - i / 350 i 30 k R ~R ~ J \ ~ - _ _ W 0 330 r ~ ` ~ - - - - - - - k f-- U - - T o p ~ N - f _ _ . ~ . ) _ - - - t _ O ~R - • ~ - --R-- 0 1.5396 ~ ~ 2 N i 0 II,,11 V a W g-~-8-- V _ f_ _ _ _ _ O _ ~ - - T - - 1 .4 ~ ~ - - - - - - ~ J ~ ~ -~'c-.--- - _ ~ \ F - r- -6---- - - ~ - 1 Z ~ v, t~- ( / \ ~ ® ~ - 345 W \ o ~ ' O 3 ~ \ ~ / 25 345 < P •0 - 9 / 0 325 w / \ - - - - - ~j ) \ \ ~ gg. ~ ` A ~ ------f~ - I - ~ ~ / ~ ~ ~ - _ - - r-- v ~ ~ f ° t------ rn ~ ~ / Z ~ ~ - ~ y i - - - i / ~ Q ~ ~ ` --w---f---~- - - - Z 340 a - f - - ~ 20 340 Q - - 320 ~ t i / - a 1 ~ - - - a ~ , I - - - - _ 1 - ~ ~ t----- v ~I a - _ 15 335 - 335 m 315 _ DRAW o 60" CULVERT - - - ~ _ _ - - - - - SHEET rn r 330 C-8 10 330 a 310 13+00 13+50 14+00 14+50 10+00 10+50 11+00 11+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 11+50 12+00 12+50 PROJECT NUMBER ° 10+50 11+00 11+50 12+00 12+50 to 10+00 i FOREST GLEN DR. - PROFILE 419-03, 0 CLARLE COURT PROFILE TAX MAP N0: 520-04.004 w _ _ ~a / 4 - ~ ~ v - ~ A \I \ V E~ ~ V ~ ~ ' ~ ~ ` ~ \ ~ \ - - v V ~ \ ~ / ~ A ~ ~i o NCH MARK-XXX TEMP BE . ~ ~ - ~ - ~I ~ \ V ~ A - - ~ _ ~ ~ ~ LOCATED AT XXX ; ~ ~ ~ i ~ ~ ~ ~ ~ ~ yy ,i~ ; ' \ ~ ~ ~ ~ ~ ~ i I I ~ N - _ ~-'c J~ _ _ > 3M I ~i% i ~ v ~ ~ j~ ~ I i I ~ I TOP ELEV , ~ ~ ~ ~ ~ ~ ~ , I ~ i ~/yy i - - - ~ _ _ ~ _ ~ "'r ~ - . _ _ _ 1 ~ ~ i ~ i y ~ ~ > ~ V - ~ i yyyyyy - ~ ~ ~ I ~ : , ~ M/1 ~ M E ITY OF DURHA ~ ~ ~ C ~ . I \ \ ~ ~ ~ _ _ ~ . ~ lg A ~ V ~ ~ ~ , ~ H C~ 46- .c ~ - I ~ ~'n, ~ STORM WATER EASEMENT ~ ~ ~ ~ T ' 14+00 ~ ~ 1 t I i ~ ~ - + I ~ ~ f~ ~ ~ ~ A ~ I ~ I ~ ~_1 +QO I p I -~1~ ' ~ I ~ r j ~ 1~ v _ _ ~ r. ~ _ ~ _ W i ~ ~ ~ ~ C~ ~ CI 27 ~ . ~ _ , ~ ~ ~ ~ ~ . ~ _ ~ ~ - . - , A oo ~ ` \ - ~ i i J , I ~ - ~ ~ ~ I c J it I ~ - - - ~ ~ r , I A - - _ ~ > ~ _ ~ ~ ~ I ~ ~ II A ~ I ~'~EE ~ SHE~T O-3 FOR ~ ~ i ~ ~ r ~ ii ~ FH' W ~ \ ~ ~ I o ~ ~ I I i ~ ~ ~ ~I ~ UTIL~TY ~ONHECII©NS ~ ` ~ ~ ~ ii V ! ~ ~ l' ~ \ ~ ~ n i A _ J\ ~i ~ ~ G ~ ~ ~ I n~ ~ ~ ~ y ~ FES#2 ~ ~ i ~ + I cc ~ i i . ~ i I ~ , ~ I m ~ ~ I ~ , k ~ ~ ~ ~ - n / I i ~ o I , I ~ 'i ~ I , I rn' ~ ~ W I ~i ~ ~ ~ ~ I I I I i i ) I ~ ~ ~ I ~ , ~ i - ~ ~ - \ _ _ x ~ 7 ~ I ~ ~ ' I ~ ~ ; ~ ' V ~ ~ I ~ ! i w ¢OROIJADQ LN. ~ I - ' ~ J I I ~ + ~ I W I o /<< u~ I ~ ~ ~ ~ t I - _ _ \ \ HW#43 \ ~ ~ \ . ` - , A ~ - - ~ ~ ~ 0 ~ ~~~Y~' F` k I / ~ ~ $TA. ~15+01.01 ~ ` ~ ~ i ~/i ~ ro ~ k ~ ~ ~ CT. ~ , ~ \ I rn / ~ ~ A CATSKILL \ ~ \ ~ ~ I ~ ~ \ \ j ~ \ ~ i ~ - \ ~ - ~ ~ \ y ~i• ~ ~v \ \ t.,e Huai ~ ~ ~ 'i ~ ~ ~A ~ , ~ i STA..19+7.641 ~ ~ 7 ! ~,!11~ i~ 'i A ~ o \ _ i i ~ ~ ~ i ~r;' ~ ~ i V rr~ / ~ ~ I ~ 1 I I i ~ ~ i ~ ~ ~ ~ ~ i 1 ~ ~ ~ ~ i ~ \ x~ ~ A \ V ~ ~ ~ A ~ S'c ~ v d i ~ ~ _ - ~ I I i ~ j ~ y ~ ~ ~ AVA ~ I I ~ ~ I t ~ ~1 ~ I A ~ I ~ ~-oQ r 1 y, ~ ~ I I J I t F--~~-~~;~ ~ 8 .DIP~~ ~-11 ~ I 'Ili ~ _ \ V ~ ~ ~ I ~ ~ ~ i ~ ~ i-.. _ ~ i i ~ ~ ~ ~ ~ A A 1 V~ V , A ~ ~ \ - ~ ~ N - ~ - ~ ~1;,. / ~ wl 1 ~ ' to i ~ / ~ m ~ 1' i ~ , ~ I W1 F~ i ~ ~ i i \ l ~ i ( ~ ~ i ~ ~ ~ ~ ~ ~ v \ J ; . ~ \ x ~ ~ ~ ~ ~ CORONAt3Q LN. ~S .~~d . / ~ \ ~ \ \ ~ \ ,r \ , STA. 21±5~:~3 - •~Q ~ ~ ~ i I I ~ - 'iii i , ~~~,A~~\~ 1 I, ~ I J ~ ; ~ ~ i j ~ ~ \ ~ ~ \ + lS ~'--~-r\ ,1\ ~ ~ ~ \ CATSKILL CT. ~,~N ~j~`.~ _ ' ~ ~ ~ ~ ~ y ~ I , l' , I ~ 1 ~ r ~ ~ I ~ I ' I ~ 1 I . i -ire!'; ~ i i I i I ~ ~ I i ~ ; i ~ \ V ~ ~ ~ . ~ ~ ,,~_I~, ~ - - Y ~ STA. 13+20.24 ~ Q ~~~iun111N r i ~ 1 l ,.ti ~ I ~J iI_~'~~~ 'v ~ ~ ~ ~1~~ r - ~ ~--:CITY OF' DURF~A I ~ - I I ~ I ~ ~ i ` V '.,STORM ~JA~EPo E,ASIEM~N~`~'i ~I ~ ~ , ~ ~ ~ ~ - -i j I i i ~ e I A i ~ i - I j ~ ~ i V ~ ~ 1 v - _ I- : ~ ' ~ - ~ A V A ~ < A V A \ ~ I s..~ ~~h ~ ~ ~ ~ \ ` _ _ I ~ ~ t - ~ I ~ . , 1~~, A 1 `i° ~ , ~ .1/ ! I~ ~~/j; I i I I /4 1 I ~ \ \ I i h ~ i I r.' .1 1 I I \ . A I I ~ ~ ~ I % y ~ ~ ~ V ~ V I ~ ~ ~ nip ` i O f GRAPHIC SCALE ~ ~ ~ , ~ o xo +o eo . 160 , ~1 \ \ " ~ ~ ~ ~ ~ ~ A ~ ~ i ~ ~ ~ ~ ~ v ~ - PVI STA = 11+93 ~ ~ PVI ELEV = 367.98 `iIN~) ~ o ~ ~ \ ~ - ~ ~ A.D. _ -0.73 K = 206.56 1 inch = 4A ft ~ i ~ ~ ~ ~ 1 ! ~n. A ~ A ~ ~ A„ ~J ~ C1 . U ~ ~ ~ , v U c o 1 inch = 4 ft. 150 VC 80 ~ = rn 3 ~ ~ ~ o 380 NZ ~ - - ~ f~ ~F _ ~ O -__oD_ M - - 01 - _ _ _ ,c + r - - o ~ ~ - - - - _ - - ~ o~ - _ - - ~ 4 ~ - - - _ ~ rn ~ bi - _ _ b-b--- - - - \ ~ > 375 \ m m a~ - - - o 375 •o ~ ~x i - - 370 - - - f 370 ~ ~ _ „ . A ~ _ _ _ _ ------1-- - - e 365 ~ ~ A - - - - \ F ~ h 365 ~ ~ J - / ~ o s ~ N - ----fV n _ ~ - - - -----'P ~ = - - _ _ Q-------- - _ - o 1~" I~, IN. ~ / ~ ~ i ~ ~ \ \ LOW POINT V = 344.05 M N _ _ Iw- _ _~ARA~iION- , - ~ 6, - ~ - LOW POINT S = 16+96.86 MI ti ~ N ~ - 2 S ---s'- ~ ~ - - ~ N - Pw"g. - - - m p ~ - - ~ N 0: O o , 360 0 T ~ + ~ ~ ~ ~ ~ PVI ELEV = 341.81 e o M ~ r n IGH POINT STA = 19+06.17 ~ r7 w ~ ~ ~ ~ _ w ~ 0 6+ c~ rn a 360 0oM ~ ~ + ~ A.D. 8.33 T • r ro ao ~ + 24 CULVER - - W o ~o m 47 n - _ _ - - - - - _ _ ~ ' r~ ~ 11 ~ " Opp rn ~ II II ~ N R~ ~ 250 VC ~ n o PVI ELEV =34 .22 w ~ 2 N ~ w - - - - - - ~ - ~ ~ o ~ _ q~, ro q-- ~ _ _ - n= 23-6 _ Cow = ° - _.._.._-----a - - . _ ZZ-- _ _ - uj O m m ~ v a v w v w +d aw~w ~ W z Y ~ O y N F= - - _ ----__,-8Q V~_ -FS- , - _ _ _ - - _ N ~ - ~ o m tt O m i E a ~ ~ 355 - -N m r~ U ~ J N~ Oi NAM ~F 355 z Y + , W o rn ~ _ ---fir`-`-- - ~ ~ r0Z d, _ _ - - o a _ Z o o ~ w - ~ \ ~ p- Z , f- J ~ % ~ - Z _ _ U - ----e - - _ Q - _ - - - _ _ - m m A ~ ~ ___-@ _ _ . ~ ~ ~ - O - ~ _ - _ - ~ --N J _ a Z Y - \ ~ ~ tC / OD N _.-___--___iJ_.____-~___-_-_-___ _ ~ N N I~ O --------T/j- 7`~ j - \ ~ ~ - O Q - ~ ~ ~ / / \ ~ ~ ~ ~ 350 - \ ~ Of M ~ ~ r / N Z 350 - - - Q _ - M ~ O - - ~ W ~ - U F--- ~ ~ - R \ O _ - d m _ _ r 1 ~ / - - O ~ p - v ~ _ O ~ _ 0 R - - } - m - - m ?w U m - ~ ~ Q v _ e ' ~ ~ ~ ~ ~ 345 Q - _ - 12" MIN. Z a 345 v M / _ _ - - J 0 _ N M d N - - M DIP W/L / MA---If3---- r v ~ . O (V cV ~ ~ ~A~g - - ~ - Z t.~ - - _ _ _ ~ . M M II Q I - --45'-dECHANICAL INT-ELBOW--~H - ---r' ~ i a0 H O 8 ~ j - - - _ _ 7 ~ M ZZ p V . ~ ~ _ M RETAINER GLAND (TYPICAL PROVID MINIMUM - _ o --_}2°-GL-E,4RAN6E - EN-TBP-~F- _WATER--MA4N-- _ y -s-- ~ o - - _ _ _ - - - - - _ N AND BOTTOM OF STORM DRAIN (TYPI AL F ---U Z Z Z Z ~ \ - ~ ~ p _ _ . - - _ - - - - - ~ R N a ~ 340 2 ' ~ J q~ ~ O ~ 340 _ - ~~N- , ~ - - v _ 203.61 8" ~_0.5E3% - - . - ~ 146.0 L R ~ rn - - R SE ARATION a 11 28 Lf 8" P 1 ~ _ VC_+D_D - - ~ - - ~ 8' A o - - U ~~49-p1~----_ R t~ M - 335 Z ~ 45' MECHANICAL J INT ELBOW WffH 12" MIN. ~R Q d 335 RETAINER GLANDS PICAL PROVIDE INIMUM / 12° CCLEARANCE B EEN TOP OF 8" ATER MAIN SEPI~RATION------ - - - (TYP.) ~ a _ - - - - - o - AND BOTTOM OF S ORM DRAIN PICA L - Q 45' MECHA ICAL JOINT ELBOW ITH J L _ - - - - - - - rr E- MINiMgM-__ - - - 12 CLEA NCE BETWEEN TOP OF 8 WATER MAIN a -OF~TORF~1-UHAiFr-(TYPiCAC i 330 0 330 - - - DRAWING M - 325 SHEET rn i 325 m Al - - - 0 - - - PROJECT NUMBER 320 419-03 320 50 16+00 16+50 17+00 19+00 19+50 20+00 20+50 21+00 21+50 17+00 17+50 18+00 18+50 i 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+ 10+00 10+50 11 +00 llJ o ~ m O N TOTAL PROPOSED LEGEND IMPACTS WETLAND IMPACT AREA F PERMF 'ENT OPEN WATER IMPACTS 472 SF OR 0.011 AC ~ 2~ STREAM IMPACT AREA ~ o H U ~ ~ rM" rN ~ J'4v PERMF'VENf WETLAND IMPACTS 1,963 SF OR 0.045 AC ~ ~ q~y, ` ~ I it TEMPC'ARY WETLAND IMPACTS 833 SF OR 0.019 AC > a W ~ z ~ QY, ~ ~ X75 ~F FOP OPEN WATER IMPACTS IMPACTS 2 796 SF OR 0.064 AC ~ ~ TOTAL yETUWD a ~ ~ ~ ~ ~ ~ a W ~6 r ~ r ~ TEMPO ARY STREAM IMPACTS 30 LF J7 j~-~~ J ( ~ WELL HOUSE ~ ~ / ' ~ EPICROAEHMEr1' ~ \ ~ ~ ~ ~ ~ ~ 12 4 ~ ~ r TOTAL TREAM IMPACTS 30 LF ~ , 2 ~ z~ ~ i c m ~ ~ IMPACT AREA ~ 4 ~o / ' \ Tl ~ ` ~ ~ _ ~ ~ SANITARY SEWER z, m { ~ , , ~ INSTALLATION / R~ y i eY STREAM (TEMP.)= 30 LF WETLAND (TEMP.)= 833 SF \ r i ' ~ ~ J ~ z J, a W ~ 1 i ~ o i ~ ~ \I W ~ l I ' ~t I 1 \ ~ N i ~ ~ N rn (D' IMPACrt AREA ~ 1 I Cvl I~ ~ r\ ROAD GRADING /DRAINAGE ~ ~ i INSTALLATION cp \ ~ ' P\ ~ ~ ` ~ ~ -ti 1 ~ ' ~ ~ f/ I I .i O j y / ~ R PERM. = 472 SI" 4 ~ N ~ OPEN WATE ( ) ~ ~ b o rn ~ ~ ~ ~ ~ ~ i r ~s, a r ~ I / ~ fi3 ~ ~ ! ~o ~ X10 0 V ~ i ~ ~ ~ ~ ~ ~ ~ o / r l 0 ~ ~ ~0 0 \ vnN !,af O r A~ ~ 1 ~ \ ?~2 2~ / ~ l ~ / F \~k ~ fr1V~Y~N'J~A9 ~ Lt" ~ iNV our JSau ~ ~ ~ I ~ ~ ~y P~ v Z' n z l~ I ~Y l ~ ~ ~ S ~1 I ~ I O 1 ! ~ r ~ ~l ~ o U ~ U c o ~ ~ r ~2 ~ /i l A~ z n ~ / , ~ ~ ~ ~ i ~ ~ ~ ~ ~6 rn ~ v ' ~ / I- rn ~ ~ ~ ~ w,~Na ~ ` I o - m.~ / / / a ~ Z 1 F ~ C ~ r. i ~ o ~ C7 \ GirCH 3451N I^ N . ' ~ ~ ~ ~ ~ , ~ lNV OUT 37J.5J I \ / ~ ~ \ M \ . ~ ~ ~ I t ~ / Q 0_1 "y ~ fi 20 ~ ~ ~ / .a iii _ y0i ~ ' i~ ~ ~ v Its ~ . ~ , _ ~ ~ ~ ~ / ' '.'x'.: ng q ay ~ \ •m \ C ~ ~ I 1 56 ~y, ~r ~ ~ \ ~ ~ 0 ~ ? Z ' ~~p ~ i ~ ~ uAritro~r~ ~R. ~ ~ \~9+ ~ ~ cAreN aAS,N 'OP 342 / ~ ~ ~ lNV 93 V ~ . . .J. /s ~ \ rNV our J~o.a~ ~ ; vY ~ ~ ~ ~ \ ~ ~dL,~ I I ~ ~ ~ ~ ~ ~ ~ ' i ~ A ' - - ~ 1 i ~ ~ ~i I i ~ ~ I ~ ~ i ~ i~ ~ ~ ~ a' ~A ~ ~ ~ (~1` ' ~ A ~ A ixv our ~ I ~ ~ m ! ~ ~ ~ ~ ~ ~ ~ ~ \ i~ A ~ \ ¢ ^o j ~ ' 7 - ~ w ~ ,a ~ - ~ , ~ \ . Z m ~ 1 ~ , ~ ~ 6~ \ ~ MAN NOL _ ~ i ~ roP 36 ~p ~ ~ ~ I ~ ~ ~ rNV~u J~r ~ ~ I i ~ ~ ~ I ~ ~ ~ ~ rvv oar .7'~ MAN HOCK ' ~ ~ r~ i0P 3~J ES ~ u ; ~ GTI.'H 9~.57N -V ~0 ~h'v ~N (~J 357.65 T0, 6.,. r' , , c X1.91 ~ INV 1N JSr86 • , lNi: ~5;,~ J7f.79 ~ ~ ~ Ihv rN /2) JY.55 V \ ~ ~ Rn~ m S' I J > >p O -----I- ~ ~ % i ~ ~ . C ~ / ~ / / \ I ~ \ ~ +NV Wr J'4.56~ ~ s 6 7 ' ' , y' ~ < . 5 i ~ EX. ~ ~ ~ JE9. JZ~ ~ / { . _ - ~ r~ ~2,.~ ~ 8 I I 6 fit. ~I~ ~ ~ ~ P.S. i YM' NCM.£ ~ 4 • ~t ~ 379.5[ k / ~ ~ ~ 0 ~ ' y J7.f J. n w ~r / A ~ o ~C~~ rv C:P JS?.0~ ~ ~ \ \ ' ~ ~ ~ . Ex. NN ~ iN JZO.JJ ~ ~ ~ i0P J26.f' _ - ~ ~ _ _ irrv our m.ez- ~o ~ ~ w ~ . !W w 371.1) ~ ~ ~ A p b ,pRM ~,IT ~ _ _ _ - - EgSEMEh' ~ my m 3r3rr.ts ~ ~ ~ ~ ~ S' . EM - OUTFALL h _ rav cur Jr~.aa I ~ . ~ ~ ~ ~ 1 ~ 0 ~ Uc^n' 3 %a~ v ti: 2 ~n m 18 E fit. ,fig _ . 6ARE~. ROP~1, _ _ ' ~ ~ ` / ~RpiNAE~B P~~ _ - - _ P.. 8. P - _ ~ ~ 9 ~ i~ A ~ ~ ¢ ~ ~ J ~ Q ~ ~i e ~ ~ Wei ~l 470 {~Iy~~ P ~ ¦ ~ r~ S~ ..20U O 2 OJ c W I~~~ f~~.~~, F' Qp T 2 ti Q ~ J > S R ~ i- 1 / ''Ids I l4 2 y, o N < m ~ / '~1 in 2 l0 W W V ¢ ~ O ~ i } 1 I 1 1 f'.; ~ 2 y V / 1 I \ 1 \ r ' ~ ~,yy < O~ W F W I Y ~ / ~ ~ 1 ~ ~ ~ O~+~i 2 C U] ~ '~E W±o~ 1 1 \ ^ / ~ \ V ! y, .:::~)%I z _ m v ~ \ 1 21 I ~ / ~ 1 ~ ~ ~ ~ ~ ~ ~ 1:;. ~ o / I ~ \ ~ ~ i i I~ ~ ~ 22 I I ~ G I ~ ti - - ~ . ~ \ \ 1 ~ - - ~ • I ~ ~ i ~ / ~ > ~ ~ , - 23 L \ ` ~ / ~ I 24 \ / ! ~ ~ -+v / / g$ i ~ ~ ~ 3 , o Q Z ~ ~ I ` ~ i \ ~ \ 52 ~ ~ J m ~ ~ ~ ~ ~ ~ , ~ ~ 50 ~ ~ Q Q ~ , _ , - - ~ V i ~ ~ ~ ~ I ~ \ A \ \ I _ ~ / ~ Ada ~ i ~ ~ ~ ~ ~ O M - ~ y / 31 ~ O ~ 42 ~ . ~ 2 ~ ? ~ ~ 26 / i~ \ ~ \ ~ ~ ,0~~ 1 I / ~ ~ ~ ~ O 't, ~ ~ \ ~ \ \ ~ ~ ~ ~ V W ~ \ \ i ~ - ~ j ~ . sa<,q~, ~ ` ~ \ \ OV / ~ \ \ ~ ~ ~ i ~ ~ ~ i ~ ~ ~ - ~ ~ ~ \ ~ ~ Q . ~ Z \ \ ~ ~ ~ ~ Q ~ ~ ~ ~ / ~ \ I I / , ~ / ~ ~ ~ J \ \ ~ ~ O ~ ~ 27 ~ 35 / ~ ~ ~ ~ / / Q ~ ~ / ~ ~ < / ~ ~ ` ` ~ ~ I I i 1 \ a / I ~ ~ i ~ ~ i Q ~ ~ ~ , J aW 0 28 / 37~ d ~ ~ ~ ~ ~ n~ y ~ ~ I ~v ` r . ~~1 r~ I I t~ ~ ~ ~ ~ o ~ A ~ / I V~ , I I I ~o / Q / a I V. ~ / 2~ o ~ i a ~ ~ v, i, ~ ~ ~ ~ ~ 1 N ~ 2 ~ ~ ~ o ~ 1 ~ ~ i I ~ I I I r`' 1 ~ ~ 1 ~ ~ ~ 1 o / I / / I I ~ I / =r /^i t i 2b ~ ~o 1 A. I ~ Cfl ~ r L i ~ ~ OO'~ 1 ~ n~ Z o IMPACT AREA ~ 2 ' ~ ~m GRAPHIC SCALE ROAD GRADING uTIL lY ~ DRAWING 'I ~ i ~I INSTALLATION / OT C ZADING ~ I ~ ~ HEET S Ol QO 0 70 EO 120 210 ` 1 i I m WETLAND (PERM.) 1'. 63 SF o i I ~ EX-1A t°n ( IN FEET ) 1 inch = 60 ft. PROJECT NIAWBER g 419-03__i O PROPOSED TOTAL LEGEND IMPACTS WETLAND IMPACT AREA 2 PERMANENT OPEN WATER IMPACTS 472 SF OR 0.011 AC f < \ ~ O \ w \ i _1? STREAM IMPACT AREA ti PERMANENT WEfIAND IMPACTS 1,963 SF OR 0.045 AC ~ ~ v TEMPORARY WETLAND IMPACTS 833 SF OR 0.019 AC ~ : OPEN WATER IMPACTS OC ~o~ ~'~P ESP ~AA^^ TOTAL WETLAND IMPACT'S 2,796 SF OR 0.064 AC 1 ~ ro 3R ~ ~ ~ ~ ~F ~ PERMANENT STREAM IMPACTS 290 LF I ~ ~ r o s 'z ~ ~ j`~-~, - - , I no ~ TEMPORARY STREAM IMPACTS 90 LF O 2 T T z - ~ ~ - ~ IMPACT AREA ~ 4 ~ ~ ~ r TOTAL STREAM IMPACTS 380 LF z~ I ~ ` ~ ROAD GRADING /SAN. SEWER n ~ - ~ ! ~ f INSTALLATION I II ~q~ f , w b i ; STREAM (TEMP.)= 30 LF ~ 1 ~ ~ WETLAND (TEMP.)= 833 SF ~ ~ i ; r ~ - r b ~I 1 ~ ~ J I ~ I Q W \ ~ ' ~ - IMPACT AREA ~ 3 ~ o 3 \ \ ~ f N; ROAD GRADING UTILITY / TIUTY ~ ~ i - {I ; ~ ~ INSTALLATION N rn ~ _ - ti, --1-• n _ _ . STREAM (PERM.)= 130 LF I ~ ~ ~ ~ o~ STREAM (TEMP.)= 30 LF 130 LF IMPACT AREA ~ 1 I 30 LF ~ `f' ~ ~ ~ ~ y~ II I ~ ROAD GRADING /DRAINAGE ~ ~ ~ ~a ' ~ ~ v, ~ INSTALLATION cp °p ~ ~ ~ ! ~ ,i ~ OPEN WATER PERM. = 472 SF ~ N ~ ~ ) ~ ~ 3 ~'1 'l ~ l a ~ ~ i l' i ~ so. ~ ~a ~ ~ ~ O so. ~ ~1 ~ 0 h b " ! ~ m ~ ~ of J2 O r 1. ~~o ~ ~ O r I ~ J ~ f r ~ ~ i ~ r/ ~ ,b ~ o r~, r c, i F ~ WV C d ~ ~ o _ U p, ~ ~ i ~t ~ ~ ~ " / ~ ~ ~ \ _ ~ I ~ ~ ~ _ " c~ ~ U c o _ 'C c` ~ h b ~ 54 ~ A ~ n ~ G ~ a ti;, ~ ~ ~ rn ~ ~ j~, ~ ems' ~ H,i ~ ~ p ~4 0 ~ .,gyn. - l~ - ~ Z ~ / , i ~ ~ / ~ ~ / alb ( ~ / ~ ~ ~ ~ ~ I / ~ ~ ~ ~ / ( 4Q ? O ~ `~J e ~V ~ , / ~ 1~~''. / / ~ ~ ~ w r~ " ~i ~ ~ % / , ~ 55 ~ - ~ 0 $~o ~ w - _ -i/~ i wom _ ~ ~I. ~ i ' ~ ~ ~ ~ \ ~ ~ A `~ti ; ~ o ~ _ ~ r r ~ ~ ~ _ - \ O ' ! I ~ ~ . . ~ 'iF ~ V'`S ~ ~.~~n 0, ~ I i 56 4 . \ ~ • kAN HOC. _ ~ ~ I ~ ~ TOP J42.58 n _.'C_"~ _.y_ ~ ~ e ~ ~ a~ ~ ` ~ G ~ ]NV "N 335~,~ A 57 j ~ ~ ~HV a 1>s 9J ~ I 1 yr ~ Il ' n ~ ~ - ~IIE ~ A ~ - ~ ~ ti ~ \ ~ ~ ~ m~ IMPACT AREA ~ 5 y , r . ~ ~ ~ ~ ~ , ~ ~ ~ . ~ ~ ROAD GRADING /DRAINAGE ~ 1 ~ , , ~ ~ 1 z ~ ~ i>~uI INSTALLATION ~ ~ ~ ~ ~ - ~ ~ i ~ ~ ~ ~ I ~ ~ / ~ ~ \ ~ _ ~ \ a„ \ A MAN HOiE ~ ~ ~ ~ n~ STREAM PERM. = 160 LF ~ ~ ~ / ~ ~ 5 ~ A A TCP J6J.5~ ~ _<~a ~ ~ ww~ V A ~N~ IN J54.65 ~ ~ n 1 NV Oil' J,54.56 , , ~ ) ~ - - - I ~ ~ 7 STREAM TEMP. = 30 LF ~ ~ / ' ~ ~ ~ ) -c i ~ ~ ~ ~ ' ~ ~ NH y' 4 / \ / ~ \I c / 1 •i /n`P 3,~.y~ a r7~r ~ I .r,._._.~ % rHV iH/JZ~.r, I ~ ~ ar SSi~sx rq r~cNi _ ' / ~ / ~•p,, 0l~377.63 ' ~ # _ ~ ~t ~ , v 25' SC - ;r5 `gyp r ~-r-~f'- \ , A ~ i - - _ I BA~?~° n~- i~2 ~ _ _ ~ ~~ro ~ / ~ ~ i ~ ~ ~ \ ~ / - _ X ~P OG. 4 . - n l r~ z o ' 1 ~ ~3~s- ~ 3 ~ ~ - O p (9 CA~ .r' IXT J57 W N 0 ' i ~ tOP 326.12 \ -r~` - / ~ ~ R EASEMENT z;zr / \ v ~ rpR" ~ i rrt~~ ra ~ -v GJ ~ ~ ~ j b 1 CI ! '~nN 0 ~ / ~c~ v 2 Q ~ cn 18 `''rA ~Fti4eq ~ aLijFALL N0 L ,HV our Jr, os ~ ~ ~RAi., A, 38 fir. _ _ _ ~ +7Y ~ . - ~ ~ VA i Q,. ~"I I z ~ . vNF 4. I O N ~ J ~ X41 ~ y i~ ¢ J ¢ H v.8 . - \ /'~q I \ W ~Q ~7 ~y~O y~Iy~~J a~ ~~I ~90 ~ ~ .,I00 0 lii 2 O~ ~ _ ~ i ~ ~ - ~ _ _ \ \ \ ~ f o 7 Z i ~ " ~GNO ~ ~ ~ ¢ W o of Z < m ~ ~v JNf ` / \ _ ~ i ~v,z in WW V¢ ~O z o ~ \ ~ ? aw~w a w w ~ 1 f ~ .z_,.-,.= to 7 F ~.a:,..~; ~ O m ¢ O ~'4° 13 a~' ~ ~ \ ~ 12 `v ~ ~ A~ ti ~ ~ 47 Im 1 ~ ~ ` \ ~ r ~ ~ ~ i ~ ~ ~ . ~ ~ v ~ , ~ \ ~ P ~ ; . I~ \ ~ \ \ ~ i Q i I tM, \t\_ ~ ~ \ 2x ~ ~ I ~ 2 M ~ C~ o / ~ ~ ~ ~ ~ J } ~ ; ~ ~ .v 53 v ~ it 0 \ ! ~ m ~ I ~ \ I ~ i i Q Q E i ~ ~ j~ •vv ~v co ~ ~ j' ~ , 'v. v v ' 1 ~ ~ ~ ~v • I ; ~5 \ Of I ~ v ~ \ ~ ~ _ ~ ~ ~ - % v o z M ~ I ~ ~ i~~ Z o ~ ~ , I ~ I~ 24 v 33 ~ ~ Q N ~ i I ~ ' z J a ~ r ~ ~ i I~ ~ ~ - U o ~ 1 ~ ~I ~ ~ ~ \ i ~ ~ ~ ~ ~ t ~ ~ \ ~ Q v ~ ~ ~ / ~ ~ ~ ~ \ i ~ ~ J ~ X - ~ 21 , _ - ~ p \ Q i a - ~ ~ ~ , 1 ~ ~ I ~ ~ 18 ~ ~ ~ i ~ ~ ~ ~ ` ~ ~ Q ~ ~ O 11i a , i W ~ a` ~ ~ 26 r ~ 2 ~ i ~ Z~ ~ ~ ~ ~ ~ ~ ~ ~ 0 1 r ~ i i ~ i rn ~ ~ 2~ ~ o ~o ~ ~ ~ ~ vJ a ~ 2~ ~ VI n U ~ ~ ~ m ~ ~ 1 I \ ~ - , o I ~ ~ xo r` ~ I ~ mo S5 ~ ~ ~ ~ I o ~ I ~ ~ i v.. ~ ~n 1 A ~ m ~ ~ ~ ~ ~ i ~;m z i i ~ ` z,~ IMPACT AREA ~ 2 o , ` i RAWING ~ r D GRAPHIC SCALE ROAD GRADING UTILITY ~ ~ i SHEET ~ ! INSTALLATION / OT GRADING ~ ~ eo ~~o s+a I ~ t t ~ ~ i ~ I ~ I - ' ! WETLAND (PERM.)'r 1963 SF I a I 1 EX-1 o ! IN FEET) 1 inch = 60 ft 7 419-03 I 0 Wo ~ I Q~ O N SED PO PRO TOTAL EGEND L TS PAC IM WETLAND IMPACT AREA PERMANENT OPEN WATER IMPACTS 472 SF OR 0.011 AC ~ ~ ~ 4.1 U `r STREAM IMPACT AREA SF OR 0.045 AC P MANENT WETLAND IMPACTS 1,963 41 0 ER pp~ 833 SF OR 0.019 AC o TEMPORARY WETLAND IM ~u ?:L W ~ 71~, ip J7},7I ~ ,P~ OPEN WATER IMPACTS D IMPACTS 2,796 SF OR 0.064 AC a TOTAL WETIAN tf D W N ~ ~ x-15 y,_ ~-`4~p A~ 30 LF TEMPORARY STREAM IMPACTS ~ , ~ roe m - ,-~i;~yi ~ TOTAL STREAM IMPACTS 30 LF n i w~tc Hausa I ~ ~ ENC~OACNMEnrr ~ ~ , ~ / _ z4 ' 3° ~=:fir,,, '_-r, IMPACT AREA ~ 4 / ~ ~ ° ~ - . SANITARY SEWER ?~G ~ ~ ° ~ ~ ~ ~ ~ INSTALLATION ~ f ~~Riw STREAM (TEMP.)= 30 LF WETLAND (TEMP.)= 833 SF i f ~ , f J ~ ~ .n ~ , \ I z, / N \ ~ ~ ~ i W ; rn \ ~ ! i Fi I I ~ + i v v \ N N ~ ~~5 1 4 IMPACT AREA ~ 1 ~ 000 _ - f \ ~ ~ ' F ROAD GRADING /DRAINAGE ~ INSTALLATION ~ rn ~ ~ I ~ \ , ti ~ a ~ N C 'p o~ ~ I ti/ OPEN WATER (PERM.)= 472 SF Pte, n 0 0 O ~ ; wr A 1l ( ~ , a 0~ X ~ ~ A Jr / r ~ ~ r so~ ~ ~ , I I ~ ~ J~ ~ r r / w 0 ~ ~ \ r~N Nom ~ ~ 0 ~ ~ ~ / ~ ~ i0P 379.19 ~ F ~ B \ I+N IN JBB.49 0 ~ U ~ ~ IlNV 01,7 JSB.JB U ~ Q ~ . I / ~ / ~ ~ •L t ~ ~ ~ i z z ~ i ~ Q P ~ ~ I y ~ ~ ~ ~ o - I F ~ / N Z t. ~ v ~ 6 ~ cnrc~+ acs~N ~ I~ fit' •Q r o \ ~ \ TO? 3777§ ~ ~ w / ~ ~ ~ \ !M/ IN J~J.82 a ~ ~ x i ~ i ~ I q, i ~ ~ / 4 ~ A INV our JJasJ 00 \ ~K ~ i ~ ~ / ~ ~ r ~ ~ ~ ~ V I ~ ~ m v ~ (h / \ _ \ v' v ~ l - ~ ~ ~ i i~- ~ / c \ ~ \ G1 pax _ - - X0,`2 ~z 1 ~ ~ • ? ~ ~ ~ .o O ~ ' t - , _ • ~ ~ / ~ ~ r _ _ _ ~ ' ; _ ._r._. ~ I • ~ \ ~ 1 I 57 ~ ~ P _ _ . ~ ~ ~ ` ` x n, \ ~ rDP 374 FE .r.. _ y ` L__ l ~ \ xN rN 3J 370.80 I ~p TOP J42.C~ .!D i~ I/ V~ ~ rryy OUi J70 F' ~ 60 a \ I t ~ rrrv rH 33~.. 59 ~ rnv ~u.7' ~ \ ~ / ~ % ~ ~ / o ~ ~ ~ ~ ~ ~ 1 x ~ ~ ~ ~ _ 1 J ~ \ • \ ~ I •i ~ ~ ~ ~ ,.T- ~ I ~ ~ I f ~ ~ ~ • ' j ~ i ~ ~ 1 ~~1 ~ i ~ i I ~ \ \ \ ( ~ 50 ~ ~ ~ A \ m © I~ ~ ~ ~ I ~ ,,.ice ~ ~ \ V ' . • ~ 6~ ~ ~ A k4N upi r 'o-: f. i~l ~ \ . ~ ~ UTCH &1SIN i .tSZBE Ri ~ I 1 ~ ~ / ~ / q, C~. I ~ / ~ 1 ~ V \ l \ ~ MAN HOtF ~ PJp J7481 \ ~ ~ \ \ rw '1 5? 55 \ . V A lOP J6J.g< ~ _ fNV OL7 J7J.79 ~ \ _ \ \l \ \ Ira M J5t.65 • ' • ~ \ \ . V ~ .nr V V A~ ~V~ A ~ ~ \ / \ \ , ~ z s \ 'v ~ ~ 5 5 _ it ~ ~ 1 \ ~ .,n r \ ~ \ o - ~ ~ ~ ~a 21.7 \ 8 ~ 1, ~ i w nuy,~+;1 \ ~ i ~ i _ 1 ~ 172 u~~~ v~E ~s, y a 4 ~ ~ _ - ~ ~ .-J ~ ~ o ~ / \ o W / v ~rA/ v ~o / _ Ira our sn.es ~ n \ \ _ ~ ;NV w Jlz1! ~ ~ v 1 ~ ~ _ \ ~ i"Q ~ m _ _ Ex MN ~N no ~J \ \ TOF d?_6. t _ / v vi ¢ ° ~ ~ n 3 ~ W~Q ~o J ~ EMENt nM1~ xr JU.12 ~ ~ ~ A \ ~ ~ EAS r f \ . \ ~,R~ NT ~ _ _ - - - - je` R U1FAlL NG. _ rrrv ouT JizoS • ~ ~o ~ ,,,~pSE~Eg _~?JL BAR6~ RDAr _ . - ~ ~ \ 1 A i`~~ ~ 1 ti R ~ J a V I ~0 I ~ W° Gj W U R ~ O J \ y yq,~ \ / i \ ~ ~ N ti ~ _ ~ W U W ~ ~ / ~ ~ W..W W I Y ~ ~ ~ ~ ~mQ ~ ~ Q ~ ~ / 1 1 \ \ 1 o m¢ O W ~ a i, f _ , 3~3g'7~'.. \ / ~ / a~I y I t \ ~ \ \ ~ _ b' 0,x.2 1 f ~ ~ 11 \ ~ ~ro \ ~ ~`•m~ / ~ ~ / f / ~ M ~ ~ ,w I • ' L~ ~ v / 1, N J / ' 1 1 LI I ~ i ~ ~ ~.a ! m ~ i 22 1 ~ / f A ~ ~ / / / ~ 1 1 ~ \ / / ~ 3 ~ ' \ ' - t_ / ~ / Q ~ / _ ~ ~ ~ ~ / ~ Q / ~ / ~ ' 2 n / ~ ~ i J \ ~ O V ~ 52 / i 5~ Q Q \ ~ o ~ ~ \ ~ / ~ ~ ~ \ ~ - m i ~ 25 ~ ~ 32 ~ ~ / ~ ~ ~ ~ ~ ~ ~ 14 ~ ' o / \ Q p ~ a / ~ ~ / ~5 ~ ~ _ / ~ 2 ~ Z \ ~ \ JS / 49 / 42 _ _ _ s~ I ~ ~ rry~e / yI~f~~ ~ \ ~ \ ~ ~ \ J 2 M 1 j ~ p ~ ` ~ ~ O N ~ ~ \ I \ / _ _ ~ ill ~ - ~ 26 Y ~ ~ - N - \ ~ ~ / ? ~ \ / ~ \ \ \ / Q C ~ ~ 7 / ? ~7f \ \ / ~ / Q \ / J sa; \ ~ ~ ~ / ' ~ ~ \ / ~ ~ ~ ` O 01 ~ / / ~ / / / 3 . ~ i \ \ \ Q v ~ ~ ~ / ~ ~ 1 / / - - _ \ ~ V\ Q / \ ~ ~ 45 / _ x 27 ~ / ~ / f I I 1 ~ ~ v / / v ~ ~ Q ~ ~ \ % ~ O W Q I I I d ~ 1 ~ 1 ZA \ ~ A \ j v / ~p ~ ~ ! ~ 29 ~ N ~ , 37 38 i ' 28 ' ~ \ / 1 / ~ ~ `~~I \ / \ i n ,'t 5Y I c \ ,n I I ~ ~ W \ ~ ~ ~ ' a ~ ru, I I I A° i ~ x r X10 1 Q z o v ~ ~z ' a / / 1 z v ~ m ~ o ~ a ~ ~ I ~ o I VI ~ I ~ ~ c A I ~ ~ ~ V~ ~ I I /mr ~p . ~ m ~ 1 ~ ~ 1 ~ 1 ~ ~ ~ i ~ o I i ~ - - ~ I 0 z DRAWING ti ~ I,~, o IMPACT AREA ~ 2 EET ~ ~ ~ ~ SH m ~ ~ n ` ROAD GRADING UTILITY 1 ° GRAPHIC SCALE i INSTALLATION / OT GRADING ANG I 1 1A EX - SF i w 0 30 Q0 120 240 WETLAND (PERM.)- 1963 SF i o PROJECT NUMBER a a ( IN FEET ) 1 inch = 60 ft 4 A 19-0 g Woo Q~~ T TAL ONN LEGEND 0 PROPOSED IMPACTS f WETLAND IMPACT AREA ~~nn zZ yaw 3>g, ~ ` PERMANENT OPEN WATER IMPACTS 472 SF OR 0.011 AC ~ ~ RAH, ~ A ~ ' ` O~~ STREAM IMPACT AREA H ~ ~ PERMANENT WETUWD IMPACTS 1,963 SF OR 0.045 AC ~ a y~ ~ ~ _ N 3R TEMPORARY WEfIAND IMPACTS 833 SF OR 0.019 AC > o 0 OPEN WA1ER IMPACTS W ~ ~ - , ~6 - ~ - ; WIY1 _ TOTAL WETLAND IMPACTS 2,796 SF OR 0.064 AC ¢ w a a oc ww ~ ~~1G~ EPICr~Grk;:~EiJT ~ ~ ` A ~ _ . 2~ ~ ~ S PERMANENT STREAM IMPACTS 130 LF N ~ d~ - - - _ ' ~ ~ \ \ ~.7 ~ IMPACT AREA ~ 4 TEMPORARY STREAM IMPACTS 50 LF ~ ~ _ _ ~ - - ~ ~ ~ SANITARY SEY'ER TOTAL STREAM IMPACTS 180 LF ~ lV / _ --~\1 ~ ~ z ; _ ~ ~--3>0, ~ , 1 r% ~ INSTALLATION , _ _ - _ _ _ ` r~ STREAM (TEMP.)= 30 LF - _ v / , - - _ % ~ . ' WETLAND TEMP. = 833 SF _ 1 ~ ( ) ~9 _ - _ ~ ~ ~ ~ ~ _ ~ - ~ - n ~ ~ - / ~ r J Q W ~ - ~ ~ ' ' ; v - - ~ 1 1 ~ 355 ~ \ ~ ~ NI IMPACT AREA ~ 1 N - _ ~ O.I I / -7--jY i ~ _ ~ / ,1 ~ ROAD GRADING /DRAINAGE ~ ~ ~ ~ INSTALLATION ~ / N _ I \~t ~ ~ 1 ~ ~ti, ~ _ i ~ o _ ,~ir,,~ ~ ~ OPEN WATER (PER~I.)= 472 SF ~ (fi(nn ~ a h ~V k A ~ A ~ \ ~ ~ ~ B l ~ l ~ ~ - A ! D' ~ - 6~ , ~ \ ~ ~ cn N w, ~ r~ ~ ~ ~ ~ - T ~ ~ ~ cam, 1 ~ ~ ~ 0) / A' ~ 1'.A ~ ~ ~A V A~..~-~ ~ ~ r~,~ Hoye ~ ~F~ ~ ro? 3J9 rs ^ ~ ~ ~ , \ ~ rnv rH abe.ae Ny ~ v z - - ~ ~ , l ~ ~ ~ - /1\ ~ V v ~ ~C~ 1NV OUF 36&.35 ~ f?~ ~ ~ i. ~l \ , [ 0 Q• ~ ~ \ \ \ I, CAICH 355!N •L C~ ~ ~ V 'DP 7P, 75 INV IN 373.82 C ' ~ vA ~ ~ rxv our 3~s~s~ ~ ~ `rte ~ ~ _ ~ / - b ~ ~ i I ~ \ ~ ~ I A ~ ~ ~ ~ ~ ' \ \ \ • ~ _ _ ~ ~ A ~'v vv-- N ~ ~ ~ 2 yr / ~ ! \ ~ \ ~ _ , , ~ ~ a s ~ ~ \ \ L ~ ~ ~ Q _ ~ \ ~ ~ O r, ti, i.r~ AAA\ VA\ V~ - .~.1 A~~ \ \ V ~ ~ V 0 A 4' ti ~ r 0~ ~ ~ ~ _ = 1~ - - I,-'~ ~ ~ --~1/~ 30 iii/f~~~ r,~~ C i-~ l - /s, - ~~r ~ ~ ~ - _ - ~•c J) ~:3~ ~ ~i. - ~r 11 ~ ~~t ~ / / - - ~ i ~ ~ii~., j/ ~ ~ l f l-~ / X / ~ ~ i _ ~ ~ 1 ~ ~,i~,, ; r - vii - • - \ ,0 IMPACT AREA 5 ~ ~ , ~ , , ~ ~ ~ r ~ --a----~~ - . - ~ ~ ~ - ~ 'f . ~ i . ~ \ ~ A ~ n t 4 WVa .~d;F ROAD GRADING DRAINAGE ~ 3 ~ A!v ` ~ ~ ! / ~ ~ ~ ~ ~ ~~i 1 ~ / 1 n / ter!/~ v w~ ~ i / i ~ 7~ VA \ 3,~4~ A ~ \ 7CH & '7~ ~ ~ ~1~i,. ~ TrP S/166 J~ 711. , . ' • ~ . \ \ ~ \ \ {Ny IN I 351. bo / ~ ~ /xJ~+r~oo ~ 1 \ ~~~.e~: e~~qm* wv,r; ~2i.7vo6 INSTALLATION o" ~ ~ ~ ~ - ~ ~ ~ ~ err Y i / 1 / ~ ~ ~ / / v/ o X25 _ - ~ ~s____ ..~s-"~ y , ~ ~ r / / ~ •.l. ~ .,~I~ / / . ' ' . - - - ~ ~ I \ ~ ~ ~ , ~M, ~~-35.56 STREAM PERM.)= 130 LF ,i - - ~ ~ ` ~ , l~. ~ v ;;'r. I ~ l Y~/,4-~ ~ ~ y ~1 ,1 6~ ~ -~~'ii ) ~ t i , STREAM TEMP. = 20 LF _ - - _ k ` - - , ~ ~ \v v ~ ~ ~ ~ .X ~ ~ ! 1 / / ! 1 \~~-'7u~ nv"IF~/ / ~ yg ~ / ~ c ~ i ~ ~ = ~~l ~ vv>7 ~ ' ~ ~ i ~ ~ 1 i ~ ~ v vv ~ °38iG ~ ~ ER 'EASE"RENT ~ ~ ~ ~ ~ . 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I \ ~ ' \ ~ ' ~ ~ ~ l ~ i ~ ~ ~ ~ I -1- C I ~ ~ ~ I % 1 1 ~ - ~ ~ ~ - 1r ~ ~ ~ ~ ~ ~ 1 ~ ~ i ~ ' . 1 ' 1 i \ I ~ I / / 55.E ~ ~ ~ V~ v ~ / j ~ 1 • • ~ . ~ ~ ~ ~ - • - ~ ~ j ~ ~ ~ ,i \ ~ ~ r N ~ .~1 I v 1- . c, U 1 rn ~ ~ ~ ~ o~ 1 y \ _ ~ ~ , - ~ - m ~I~~~.~\ V\V~ ~1 1, A ~ i ~ ~ ~ ~ ~ =,~A.A\V A ~ \ .~,A II J \ ~ - _ , ~ , A , I I ~ \r'\~\\~ \ ~ ~ 350 i ~ A ~ 'j, i ~ - o + ~ ~ ~ ~ ~A\ ~ ~ _ - ~ - - - - _ _ _ - / ~ 31 - ~ , o ~ \ Md ~ - ~ F~' ~ \V~ ~ V~ ~ \V ~ V ~ V ~ V \ \ 1,-"V ~ ~ I ~ ~ \ v v\ VA~v~vvvV ~~A \\V~' ~ ~ \ ~v ~ ~ ~ V v ~ o m A V A V~ ~ ~.v~ .v AA \ V ~ V A V ~ ~ ~ ~ ~ v ~ ~m ~ v ~_A,,,~`A V\y \ \V~ ~ ~ v A ~ i ~ ~ ~ a? i ~ \ ~ i ~ ~ I m IMPACT AR ~ 2 M ~ ROAD GRADING UTILITY l ~ r' I ~ ~ , o ~ ~ ~ t INSTALLATION /SLOT GRADING ,DING , ~ ' DRAWING rn ~ ~ ~ i ~ ' I ~i ~ ~ ~ uirTi AAII~ /nrou A_ ~nci cr i ~ I ~ ~ I SHFFT ~ ~ n~ i~nivv ~r~nm.,~ i av~ ar i U ~ ti GRAPHIC SCALE EX~lB 0 4. O w o b ao ,m 240 I CT N UILBER O li 9-03 TAX MAP N0: 520-04.004 w o~ g _ ~ r / , ~ ~ BENCH MARK-MH TOP I TEMP _ _ _ - - \ ~ - ~ I SIDE OF BARBEE RD. - ~ ~ . ~cii ~ - - - - - ` ~ \ , LOCATED AT SOUTH _ , , s a _ \ -I - a~ ~ ~ ~ 11 ~ ? ~ / TOP ELEV. 373.32 _ ~ ~ ~ . - ~ \ al 1 ~ ~ ~ N- 791281.600 _ _ . ~ / / ` Z _ - 1 S , ~ \ i i \ i ~ E- 2026133.13331 0 - ~ - _ ~ - \ \ ~ \ - / \ -z-- - ~ ~ ~ ~ \ \ \ w > _ ` - \ 1 I ~ / ~ ~ - OD v l 1 ~ ~I l / ~ v .P v A b ~ 1 ~ ~ ~ L - - ~ _ ~ \ a ~ I w \ i \ i I- .I ~ ~ - ~ ~ - ~ w ~ ~ 1' - ~ ~ 1 1 ~ 1 ~I I ~ ~ 0 ~ ~ \ r v Zj, \ S \ \ ~ ~ 1 1 ~L^ o _ r I 1 « - - 1 1 1 ~ / ~ r r \ I~ 1 - ~ \ r ~ / ~ , \ ~ I/ 1 - i~ _ _ _ vv v yr A ( I ~'1 ~ / ~ \ \ \ r\ r \ \ \ I\ - ( 1 i ~ i i \ r r\ r \ \ i - ~ \ a. ~ \ \ - \ \ \ 1 r ~ ~ \ ~ Ogg''`` ~ / ` ~ ~ ~ Z` ~ ~ \ ~ _ ~ 1 \ ~ 1 ~ u~ ~ ~ ~ \ i , I 1 , , j ~ V 1\ \ ~ \ \ \ r \ \ \ \ 1 ~ ~ 1 ,w' , - ~ 1 ll ~ 1 I 5 i / 345 ~ ~ --I I _ \ \ ~ - I ~ ~ _ t' ~ r ' - 1 \ I \ \ r I ~ f 1 \ \ I \ \ ~ I -..I ~ I ~ I ~ _ _ 1t - - r ~ I~ ~ r ~ _ - -t \ \ ~ I \ \ I I ~ I I ~ I I 365 ~ ~ _ _ - _ ? to N \ ~ I \ I I I I ~ ~ I \ ~ - ~ - - - V1 L li - ~ _ - _ l r 1~ 1 - - - - _ ° ~'U - - - U c O - _ ~ _ - i:2 _ - 0 I- ~ ~ _ 1- ~ 0 y _ - _ r _ _ - - - - - ' rn N z ~ s - _ ~ ~ I - , p of - GRAPHIC SCALE t °p _ ~ 35 _ - u ~ a ~ ~a N ~ 0 ~ ~ ~ ~ a I p . - - - - - _ i ~ ~ ~ o 1 \ ~ \ I ~ 1 ~ - ~ ~ '\I ~ - 1 inch = BTU ft. H .0 3ao ~ , \ - r r I` , ~ , ~ \ 1 ch = 4 ftA M 4, 1 in _ • N N ~ 36 Q NM J F M l l 365 ~ 11 / I ~ J 25' LEFT OF EXI NG GRADE DE / ~ o ` ~ ~ ~ 360 EXI NG GRADE ~ o ODE 0 n M o i Q M 360° h1` I I / / ~ + ~ I U + ~ ° o N ~ ~ ; 25' RIGHT OF EXI NG GRADE w ~ w W u~ y ? ~ ~ F. . t I~ N / + _ ~ J r ~ t` + ~ R i/ R ~ M ~ V ti ~ ' r ad oe R I 355 N ~ O ~ ~ R R Q M p ~ o F o R 3. ~p1N d, ~ / R - V1H R N q l> ~ ¢ N ui t0 ~ ~ 5' LEFT OF EtISTI G GRADE rn H Q 00 P ~ J N II-- a R .01P~ w~ a Hy J J N I ~ M R - W o c~^D rtl 2 0 ~ n \ + Z ~ ~ ~ !n J H If1 U ~ O U vCO "=¢N ~ H~ W P ~w o ~ ~ U ~xwz ~ SZp ~ ~o \ o V 336.98 ~ m ~ M ~ ~ (STING GRADE o ~ LOW POINT ELE tp ~ cn ui w w o 43.80 o w = ° F. z f. ~ ti ~ _ ~ ~ ~ m II ~ ~ Z Y ~rIN ~ -r t m ~w~ v= v 350 w ~ w ~ W Y ~ a~~ ~ \ N M ~ Y o a • PVI STA = 14 39.33 < ~ o a ~ ~ p PVI ELEV = 35.21 / ~ ~ 2 ~ ~ a E ~ U omx` \ ~ d 5 RIGHT OF F~(I G GRADE ~ o M~ r ~,p1N - 350 ~ ~ ~ ~ ~ zzo • ~ I N- K-30.7 ~ ~ d r ~n 1 'MIN: . a . 8x6 RED. , p1P 2 \ ZZZ J ~ N F F ~MM - \ ~ ~ _ 210 VC _ \ ,3 R ~ ~ v 10 MZp \ R tp N Q NAM M I _ ~ZZ R N < ~ ~ / ~NMf. I 345 ` _ MN f` ~ M O ~ n U 12' MIN. 3 - O ~ ~ ~R V ~ ~ ~ $ 345 - R N ~ roid I 3•~ R MM + Q ~R-_ Y 1 ~ 4i ~ M °o~ ~n M ~ I ~ 01M h Mp - ' ~R I~ m ~ .3 .o 45' MECHANI JOINT ELBOW WfiH 8 8 ~ o F rcr~ Mz o C ( \ \ mm + ~ ~ rM II N m _o SE ARATION 12" CLEARAN E B N TOP OF 8" WATER MIUN J ~ \ \ ~ NN01 d M?O P = ZZZ 1 ? .N t~ N ~ ~ 340 J O \ ~ ~ ~ ~ 'H IryF I ~ ~T? I U ~ ~ ZZp " Q ~ - 2 0 340 ~ I a o 6 12 MIN. 12 MIN. J O Q N ~ \ ~ ZZZ ~ P P IYP. 8 PVC 0 0.5 ~ U c3 ~ 8 ~R TYP. M SEPARATION o p 181.60 LF ~ Q V ~ z g PVC o i \ - ~ 8 PVC 0 8" P 335 ~ 0 3 SEPARATION q / ~ 86 45 M F INT w wmi Z 45 M HANICAL JO 0 335 \ • DIP WA1~ M 1e• 12" C I 8 .65x 12' C CE BETWEEN OP OF 8 WATER N ~ Q 0 45' MECHANICAL OINT ELBOW WITH \ - _ J j 12" CLEARANCE B EEN TOP OF 8" WATER MAJN ~ O o tp6,3 8 45' ECHANICAL JOINT E OW ' 'TH 8x6 TEE p 330 Z c 0 ~ 12" CE B TOP ~ = S" WATER IN Q E `0 330 ~ ~ Z w` ~ - ~ a 0 a 325 L a b a 325 r ~ ~ G O 0 ~ ~ ri O O v 320 DRA yypy~ m M SHEET ° 320 o. a n C-7 v 0 CL - - PROJECT NUMBER 1 0 N 18+00 19+00 20+00 21 +00 22+00 419-03 15+00 16+00 17+00 1315 1 12+00 13+00 14+00 10+00 11+00 / LZ A 0 I "fit 09 = T ° 0 (1S8rI rII) ~ b311~31'OHd 0 I A ~ I u ~S £96l -('Na3d) ONtll13M I 1 1 ti OYL Oil 09 OC 0 OP ~ I I I I I i I I I I - 9NIOtla9 10 , NOLltllltllSNl unlln ~Nlatla~ avow ~IHdd~~ ~~S o 133F1S ~ l~VdlMl `I l ti \ \ \ \ m I z ~ rya I _ I II ~ ~ I _ ~ _ . ecrou - o A v v ~l l ~.oo , , ~--1 < < \ ~ \ , j t ~ \ ~ V 1 0 r r~ \t O V A\\\=~'~~~i I ~ ~ \p - ~ \ r 1 \ \ \ ~ ~ r ~ \ ~ \1 I I ~ v, \ \I ` r I ~ 1~~ ~ II - - ~ / ~ =...a-..L.-. -.ter - ~ I ~ ~ I I ~ - I ter- 11 \ _ ~ ~ 1 / ~ ~r ~.~.,11,1 11 I 1 1 `11 v vvv / 1~ ~ III r rY 1 1~,,, I \ I \ ~ \ / \ \ ~ \ 1 - _ \ \ \ \ y ~ 99E ~ / / / it i ~ \ ~ _ y r \ s \ \ \ ^ ~ - ~ \ . 1 _ ~ ~ / J``~ ~ ~ III q ~ 1 ~ \ 1 , ~ ~ ~ _ - ~ fi' ' i Y ~ % ~ C \ _ \ \ \ \ \ J / \ ~ ~ \ ~-7~ \ ~ _ _ ~ \ \ SF ~ \ / \ \ / ~ / / ~ ~ 'm - \ \ \ \ \ \ ~ ~ ~ T~ ~ r I ~ m \ - ~ / ~i~ . T x o \ ~ \ \ \ \ \ \ \ , s \y' \ , \ \ \ r~ , ~ , / I \ \ ~V i / \ \ - i~ it / / I C ~ \ \ \ n \ / / \ , - \ - \ \ \ \ \ \ 1 i / / / / r n ~ a V V ~ \ ~ ~ ~ ~ - ~ ~ - - - I ~ 345 ~ i ~ \~r / jlli NO ^ ~ \ \ \ / \ \ ~ \ \ \ \ ~ \ S\\\ ~ ~ ~ v / \ = - ~ ~ ~ - v ,r ~ I~, w SEE \ - ~ / ~ - ~ \ X\ I 7 Z I \ \ I \ \ \ \ - ~ ` ~ \ \ ~ ~ ~ ~ ( ~ \ ~ l ~ \ \ / / \ \ \ / / \ \ ~ \ / r a V \ ~ i 9 II n ~ iA~ b \ ~ ~ - i/ ~ / I\L ? ? \X ~ ,,L ~ ~ ~ \ \ \ / \ - ~ 1 \ \ ~ 1, ~ ~ I \ / \ / / r ~ ~ / / \ , ~ _ l , of ~ _ ~ , II ~ -rte o \ \ ~ ~ ~ I / ~ \ ~ / ~ / / \ ~ \ ~ / ~ / 1 1. 11 L- - ~ .r I A ~l \ \ - ~ ~ , , oa ~ _ ~ / ~ rr ~ 1 k /i s / \ 1 1 ~ ~ y \ / J E~~ 1 hx~ ;z`-~;% ELF V ~ /V A \ \ ~ I ~ SDE\ ~\~~V P~~ 3 C Ul O y ~ ~ p \ \ / 'l~. \ \ ~ ~ \ / ~2 / ~ m T O ~ H i z a 20 ~ \ ~ ~ - / ~ i ..i ~ - v / O~ ~o Z ~ n~2.. ~ J J l I I/ 1 rm o m amp \ - \ / / / s s • II r s ~ .J•- • mow., r N n ~ ti \ \ \ ~ r / - I j ~ \ Z - -i. . cn \ \ ~ ,c„ / l8 11 _ ~ ~ fa'CBf lfi0 NN Keg / / ~ ~ • L m 8 - ~ , - ~ ~ ~r[sr w ~ - fly, / / ro \ \ zrclr dal ~ / /___---II- - - / ~ ~ ` 1 1 / ~ % , , Id Ma ~ 11 , r' \ \1, i< 1 ~ / - \ \ ~ ~ / - iii,-- ' I . l ' ~ ~ v ~ W / --//r ~ ~ ~ , / / ~ \ I y = ~ /jam _ 111 / i ~ ' e~ ~ - ~ ~ I I \ i~- - ~ s f.. 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' ~ ~ 1NV IN (1) 3:1.47 ..,y. ~x \ ~ my our 37o.e7 ! ~ 1 ~ ~ ~ ~ ~ ~ 1 \ ~ I ; .mil \ \ ' ~ \ \ FES ' ~ ~ P ~ INV our J7o.7e m b ~ I I \ \ \ ~2 ~ t .iV / \ I \ ~ \ ~ ~ ~ ~ e \ 1 ~ ~ i ~ 1 / \ / \ \ ~ J~t _ ~ ~ ' ~ GTCH 84SM' ~ .p rOP J73.66 ~oZ ~ ~ / / L o ~ n /J~ / I I \ INV IN (1J J57.B6 \ \ IN? M 354.63 ~ ~ INV OlR4 371.79 \ INV ul (2) 3576b \ \ \ MJV OUT J54.5b ~ ' , \ \ \ ~ INV 1N (3) 337.70 / I . ~iy • ~ F~. ~ \ INV cur Jslse \ ~ ~ ~ ~ . 7 ~ \ \ \ ' ~•y'''~ a c ~ \ \ o o ~ J2 \ I l \ \ ; TOP J~"JSOB / ~ \ A \ _ / t my ouy~.6J I - ~ e \ ~ E~uENr F v \ ~ ~ \ m~v o~ur~JS4.9e ~ SEw~FR EAS ~ ~ \ 25 RAn~'TFA ~ _ _ _ . 4 v 11e r>v. 172 ~ v ~ q P.B. IIAN HGLf / A V 0 ~ fOP J73.J2 ~ \ ~ ~ INV !N 357.14 \ \ "Op IHV C(? J57.04 ~ tQ - - - EX. NH rN J2O.JJ \ \ ~ _ ' - roP J2s. r ~ RM T _ - - - SEMENt I \ \ INV OUr 371.81 \Y' ~ W n / - _ MY 1N 37215 ~ ~ o TO MEN - R ~ N0, rrN m 3n. re ~ - 18 5 ~`E p8 3N~- - RO OUtFALL rHV our 3n.os 1 ~ . \ ~ / I~ / i r ~ . 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I g o I 1 i / i z ~ ~ ~ / a 1 i~ o ~ I / / I I i~ I z ~ ~ 1 , =r y O a ,wv z° ~ 1 Ap m I ' ~ i ~ g i i i ' iz o , ~ IMPACT AREAI ~ 2 DRAWING z GRAPHIC SCALE I ~ ROAD GRADING UT1l1TY i ~ y i INSTALLATION / OT GRADING eo o ~ ~ I~ _ z~o t , ~ i ~ ~ ~ SST ~ ~ 1 WETLAND (PERM.)'- 1963 SF o i a EX-1A o ( IN FEET ) 1 inch = 60 M T419-03 i g w c ~ s ` ~ Mrillie D. Jacobs ~ et ux Joyce N. 1 C3 ~ S7 ( p 9~4?6`E S , OB 1965/351 / ~ G h, ~ 2 4?6`E ~ P8 115/89 / s 33. ~ , Sherr~l T. Hester Sibe 9~• ~ 0 \Z . 16.33 . e 5~ . ' ~ 4~' ~ , ~ ~5 Old Lot Lnes ~ S7g S7'S ~ et ux Hilda H. ` Lnes 1 9 E S7 , D8 1624/752 U O ~ •g\o• Hereby RsmoNed RsmoNed ~ 3 ~ 9535?» PB 111 66 4 6 E z ~ , a . 8 f / 9,29' ~ d . \ Dd 6~ 2y Con trd ~ y o. I _ ;,9~,, , t~~• I o Comer - - ~ ~Q, w ~ ~ $ 8 ~ r~aar w 1~0 ~ 8 c2 A ~ ('0 s e~ w ~ Marilyn 0. Bowens NC 54 ~ 6 1, ~ ti ry6 08 2152/6?? cs ~ C1 81, 774 sq. ft. ~ ~ PB 111/66 Curvs Table 1.877 Acres ~ry Location Map (NtS~ ~ Curae Radius Len th Ton snt Dslta Bearln Chord ~ y - - C1 1 T16• 17 ' 7• 1' , r i ~ i:5 ,h~ K i • C2 i 1 ' 94' 4 Erk K. Edwards, Sr. C3 1426.6 ' 0 01' 10.01' 0'48'14' N5274'07'E 20.01' ~ tiA Hs j h'7 ~ dt Teresa D. C4 5. 1.76' 31.07' 1543'36» N5970'35'W 61.56' ~ o y?' ^ w w Rush-Edwards C5 175. 1.94' 41.74' 2649'40" N5347'32'W 81.19' DB 2ti00/3ti7 C6 1 4' '1 ' 4 ' ' S O~4 ~ y O. ~y 3 S99 . 4 PB 109/64 C7 1 1 Melvin D. el t ~ G ? 1, Skphm D. Paclrtl do bertby cerd(y tlwt this avp depicle ~ ~ + I - thewetLndebcetbabbeetofnryPlaowled®e et UX MOry F. ~ ,22 Line Table sad belieF. I tanker cMdy that i4: oep ie the rtes of ecfuel OB 3113/286 ~ '3~ y 9 1 field enrvey perbrakd wader ny dieat eapeviian'lliie seep kk N 55 ~k James Npru r-t"e 9 dace rnekembGS.l7 ,pttuegrr ,fp• 0 u DB 3581/799 Li ~ .w PB 111/66 ~ N 'W 74' ~ ~ ~ MM / ,~~4 ~ ~k ~ L3 '1 ' ~~d l4 N09 UB'12'E 8?.81' . raa~t '~.ti~. ssy ~ ~ 4t, c~ P~ofnionlLudSrrveyoe L-1b{3 • :9 _ i-!'~ ~'31 O' - - L5 '44' Existing Irrn Pin ~ 7 ,p, k, ~ y 16 N1 » New IronPm p 4 0 ~ John H. Bounarell ~ Darrell Mangum et ux L7 N 1 w Existing Neil Chantae Bohannon L9 N Neil Set A U1. L-2683 f,. ~ +[u q C ~ ~ ~ ~ et ux Ethel f. ry0 ~ e ~ ryl OB 2501/879 Ls N477o' •w na utiLty Pole ~ t^ :,~0 r tv : ~ DB 373/144 O.k / o'~ ~1 so• °sr h' ~ ro' ~ y PB 111 66 L10 N '1 'W 41 Computed Posit 1 / Lil 13' 'W ' Canaete Monument 0 ei F~ Q P Ar ( r0 t ~ry ~ 111 N 'I ' i'W 'reettttttN or ~ ? o oc Q0 ~ ~ ~ - - L13 p Control Monument *o N ~ L14 NOtiT31'14'W 56.87' DA [1 v 0 ~ N h Daniel Mossenburg L15 'I ' i' t0' ~ Q et ux Juanita B. Lib Nil ' °'~J h 0 ' ~ ry o,k ~ o~ ~ ~s. ~ D8 1333/734 u7 ; Y 7 0;'h° d / ~ c`~1 00 ~ ~ J e 0 ~ ~ PB 111/66 Lt8 N 1 » 5. ' o~ L19 N194954 f 12802' <~5r ~ 10' CharrNl L20 v - Eugene Alford ~ et ux Lacy S. n ~ti~ L21 4 Q.~ ~ ~ DB 368 199 ry , ~ , ~ 962, 939 sq. ft. / ,h 0 James A. Crutchfield ~ 7' ~ L23 • r'i ~o b° a ~y 22.106 Acres • J v y~ v ~ et ux Marwo W. L24 S19T)D' i~ 308' 0 ,~0 ~ry ~ Total Area of Wetlands ~ DB 1429/580 L25 7. 0 PB 111/66 L26 ' 7'W 47 0 ~ 32, 444 sq. B. ~7 N 7 ' •w ~ 1 0.745 Acres Theodora M. Monley+~ + ~ _ - c1s 4 ' 'w o, Ley Q~ ~ S11S329'w 7' DB 368/198 ~ L3o ' 1 ~i o ~ Bet~eriy ~lliams Johnson L31 1 ' 08 2391/344 L32 ~ 1 P ~ 0° w P8111/66 ~ '14 ' ~1 ~ ~ry aia~Nl k1 f0' aaaa.~ L34 086' 3'E 1875' L35 `~~It \ v 1 Beftye S H1111ard ~ vh - L36 7' aJ - LJ7 .14 3 1 OB 386/798 ~[y ~ 3 2 d` L39 g ,h~ ~ v L39 N477216'E 27.94' Ev~algeline HiN Lop 4 ~ ~ ~ 0.ryry 0 , ° ~ Ss9. h ~"o Worrell dr Mosss ~ .V °j h `TOIp. ~ h o, ?Oqo , F ~ry yy DB 2005/914 Lot 7 ' 14? ~ 47 ' ~j ,Q ~ 9 ~ J N ~o PB 111/66 L43 ~ V A o y L44 N6J J1'07»W 5.00' ~ 0 Q 69;x,. 1' , L45 ~ ~ ~ w rA0 9'~rs• w o 0 ~'t~llie Weeks ~ ~ 0 Los et ux Gloria L47 V ~ ~ V v b 08 2088/40 L48 4 0 v vi Norris N. Trice + ~ a DB 348/131 ,h~0 , ~ a V) ~ cn ra y . _ P8 111/66 Los s42Tw'o4~ iaoo' ~ ~ ~ ~ ~ ~ ry ry~ ~ tp N 150 ' • L51 ~j ~ t~f ~ U 0 S8? :T3' 0 34 "E ry ~ Control 157 'W ' U ~ z Corner L53 ~ w „ ~ ~ 0 196, 63' vh ~ z L34 N6t'31'07'W 5. x t\ d ~ 0 ,Q C7 v L55 $i oD ~ ~ ~ l Q L56 47 ' 'W ~ ~ ~ ~ U L57 ~ ~ A z "W 1 ~j ~ w ~ Lys 1 V ,0 A ,1 A~ 0 w ~ b v ' L59 S4T12'16'W 37.60' ~ ~ ~ ~ v ~ , L60 n • ~ 0 270'20"W Bluestone Recreation, Jnc. L61 p / ro' a~ ?97,91' / Toyty Gorr Les i r' ~ cn 3 DB 1497/949 L63 '44 w A ~ / De10~eftefuxAn 0 o PB te4 sosT>8't2'w 7x.76' ' t /7?? 9 ~ r r, a 165 '1' 11' A ~ Lss 1' / w u ~ / , o° h ~ .ti ry ~o. a, / ~ a i~•ry6 ~ o ~ o .a _ o~ hh ` / fu.) . c oryk~ G~ 0 , ~ 0 / Q / v6 50' Tra 1}M5 CFRITFIES THAT THtS COPY OF THIS PLAT ACQIRAIELY DEPICTS ~ 0 THE DOUNDARY OF THE JI1tMSDIC11ON aF SECTION X04 OF 1HE CLEAN A F 0 0 / C 3 mJ / 877.62' cr ns~tionol Ilse Ar 1 wAIER ACT AS DEIERINNED BY 1HE lIfOERSIGNED ON 1HIS DALE B 138 UNLESS THERE IS A CHANGE Nt THE lAW aF OUR PUBLISHED REGUUTIONS, ~ ,~0 ~b 0 . (B 138106 ~ ~ ~ • ~ 0 / (Woodcreek Ph. 1) ~ N82' • ~1 ~ cQ' PB 1 THIS DETERMMIATION OF SECTWN X04 d1RISDIC11ON MAY BE RELIED UPON 40/111) FOR A PERIOD NOT TO EXCEED Fl4E YEARS FROM THIS DATE THIS r, '0 ~ ~ h^ Open Space ~ 54 W Q~ g J o o~ \ 0^ Salim Ze/tounl 3 DETEAMINA71ON 91AS MADE UTBRINC 1HE 1YE7 CORPS OF ENGINEERS 0 Q ~ r ~ P8 138/108 et ux L1111on ~ GRAPHIC SCALE t, ~ o ~ h o ~ry,~ ~ D8 2714/213 ~ Federal Natio ~ ~ loo o ~o too zoo y~c ~ Federal National ,ry ~ Mortgage Association ~ b ~ ~ ~ ~ ~ tYQ00 Mortgage Asa Q DB 3545/155 r w ~y` DB 3545/159 ~ ~ h eF ~ ~ A ~ ( IN FEET / ~ ~ h~,~R 1 'c' ?G03 DA ~ ~ 1 inch = 100 fl I ~ ~ 65 GCLA1'OHY FIELD OFFICE U E L~~ o ti Q~ O N SED ' OPO L PR TOTA EI~D LEG _ TS PAC IM WE1I.AND IMPACT AREA PERMANENT OPEN WATER IMPACTS 472 SF OR 0.011 AC ~ ~ o STREAM IMPACT AREA c~ ~ F PERMANENT WETUWD IMPACTS 1,963 SF OR 0.045 AC H 3 TEMPORARY WEfIAND IMPACTS 833 SF OR 0.019 AC ~ o \ ~ ~ !N 371.7) 2 796 SF OR 0.064 AC R ~ : OPEN WATER IMPACTS TOTAL WETLAND IMPACTS ~ a 0 w ti ~ Z . S~R EOP ~ 0 ~ ` ~ ~ 30 LF TEMPORARY STREAM IMPACTS ~ ~ ~ n \ - M.C "W ~ r ~ EAM IMPACTS 30 lF I~ r~ ~ r ~ ~ TOTAL. STR ~ , ! ~ ~ ~ WECt Nt7USE ~ I ~ m ~ ENC~oACH~uEnn ~ ~ ~ - , '~rz~ ~ - . / Z A ¢ ~ ~ IMPACT AREA ~ 4 nD ~ F ~ D ~ ~ . ~ SANITARY SEWER / a~° ~ i o ~ ~ ~ INSTALLATION tiTl C ~ ~ ~R/W / 2m STREAM (TEMP.)= 30 LF WETLAND (TEMP.)= 833 SF r 1 ~ J Q r 1J \ I \ z! N d \ \ m v' I ; ~ r ~ I ~ N t\ ~ q ~ ' ~ U 4 IMPACT AREA ~ 1 0 ~ RADING DRAINAGE ~ ROAD G / ~ ~ i ~ F INSTALLATION u1 N ~ ~ ~ o~ I ~ ti' ti~ OPEN WATER PERM.)= 472 SF Rte, n p v o ~ c L` ~ o x ~ i ~s ~ 0• _ ~ ~ ~ ~ ! ~ ~ o cn L ~ \ uav Notf C X10 ~ / ( i ~ ~ ! ~ ~ ~ r` ~ ? ~ LDU7 3B8BJ8 U C o i zA r~ ~ 1 ?az z~ / A ~ ~ \ / ~ O I c~ I ~F ~ / ~ Z k ~ ~ ~ ~ r y_ ~ 2 ~ a ~ ~ I g \ G7CH B451N Q~ \ B(d~. ~ \ ltJG J'7 i5 ~ ~ M "N \ INV 1N J7J 82 ~ f~ ~'V lp ~ I~ 1 \ \ ~ `a' ~ NI'13J~ ~ ~ ~ / / ~ Q ro ~ / 3 v D / / Q ~ ~ INV OU7 J7J.8J m , za / t ~p~ \ v ~ ` a ~ ~ - N ~ ,o v v u. \ \ t ~ " ~ p ~ Aa_ n ? _ ,a~ ~ ~ ~:x-t. 40 m ~ ~ , ~ zD _ ~ ~ CEO \ ~ ~ ~.r • . ~ .1 1 ~ _ / G7CH 815M Rh 374 6 ` ~ ~ - l ~ \ IM! !N (f 370,89 I • L . ' 'r w, .f~'p+~. ~ eo 7 J10.B7 nl ~ i' ~J fro;I -L~II C ~ ~ FF ~ , TOP J42.68 ~ ~9 z VO ~ \ ~ ~ INV !N t?5. \ 59 ~ ~ ~Ir ~ • , ; ~ e ~ _ m' ~ i I . 7 i I ~ ~ ' ~ ~ \ \ e o \ ~ ~ ~8 \ ~ \ \ l ~ \ w \ \ ' .F • m M ~ J7~8 • ~ i • ~ I I ~ \ ~ ~ ~ GiJN &S1N ttiY~ IN (I) JSL88 / \ \ ~ mn J?+.81 \ INV AV (2) J37.88 µW HOLE ;mv OUf J7f.79 WY M 71) J57 ?0 / \ ? \ RJP 367.31 < ' ~ ~ \ ~ ~ ~ ~ ~ V A INV M 35<.8. '1 ~ A F+ \ wv G'1r S.S~SB \ \ INV OUt 73+,56 Y.•. ~ ~ , / / \ v v vv , , ~,•~,,Y ~ ~ v V ~ / ~ \ roan I ~ ,i i I ~ ~ ~ ~ i ~ 6 ~ ' ' ~ 7 5 , 0 0~~-- O 41 J1 \ O ~ A . - - 1 ~ a. ;2e. Pa ~ uu+ Hat ~ \ ~ ~ iw J7J J7 ~ ~ v . / / A o ~p Inv ON 5570+ \ ~ ~ I°o / \ \ \ ~ INV OtR 37 .B1 MN NI J71.2J )f \ ~ U y ry N / ¢ O Q ~ Q ' - ,R E.1~ENEh 0 my rN J+712 ~ \ \ / \ I~ ? ..oo~ o Z ti o 7 - _ ~riFAL(. N rNV our Jaa~ . v,'v \ / ORS EN 331E - _ ROA _ - ~ v v w w / ~.:s~. lL W O ~zp ¢ ~ O / ti. W W V 18' StEpBE~o6 _ _ BAR r v _ \ 9 \ ~rl~ ~ O ~ ~ F. Z 1~ I- 1~ O ~p.9~ 1. I ~ 'v / ~ . i \ ~ ' TRE?UNf 1 ~ \ ~ ~ n ~ 1 ~ ~ o azu2 ~ ~ 1 ~ \ ~ ~ / ~ \ $u_~ ^M, ` ~ GA~~h / 1 iv I \.•V \ ~ Iw 1~0 / ~ ~ \ / / / ~ 'z~}, , I ~ ~ `may I N ~ 1 \ / F ~ N \ ~ U A ~ ~ 1 ~ ~ i , ~ ~ ~ / ~ \ ' / / \ / / ~ 2s 1. e . ~ ~ / ~ / / x~ ~ ,I ! ! o I Z / i ~ ~ 1 J / ~ v ~ ~ / r o; / / J~ \ .t Q a ~ \ \ ~ / ~ V ~ ~ _ _ \ ~ i . / / ~ ~ Y 25 ~ 32 / / ~ to \ o 7O ~ / "5~\ \ \ ~ ~ _ , Z .r n~ \ ~ \ ' ~ Z 48 / \ i~ / ~ j / \ O M I ? \ ~ O ~ \ \ O ~ ~ V ~ N ~ ~ • - i \ \ / ~ \ Q o N ~0~ ` / * \ \ ~ ~ \ / _ \ \ ~ / ~ s~ \ _-•y \ ~ ~ J - ~ ~ 41 ~ ~ 44 o ~ ~ / Q / ~ ~ 3 , , _ i \ ~ ~ - ~ ~ v. Q ~ d I ~r ~ ~ ~ ~ ~ 45 ~ ~ / 40 ~ ~ , Q x 27 ' ` I I I ~ \ ' ~ o W \ ~ , ~ ~ ~ , I U ~ i i D \ ? / no ~ a ~ ~ ~ vv t? / ~r / / g t \ ~ ~ N i 28 ul I ~ ~ \ / ~ \ ~ 2 \ o \ Lim ~ ~ I o ~ Sv• ~ I A ~o ? m o ` / ~ ~ a ` ~ ~ c , ~ 4 / i. ~ i v / ~ rn o , ~ ~ a v v J.r I ~ ~ ~ ~ N a ~ ~ ~ a„ ~ ~ I - z zo ~ ~ ~ ~ ~o , I . i o ~ ` i i ~i ~ g ~ o ~ ' 2n z~ DRAWING c - _ ~ i i ~ ~ z e ~ IMPACT AREA ~ 2 slur m ~ ~ RADING UTILITY M , ROAD G ~ )LNG ~ , ~ n .,n ~ TITTTP~ rr AT L~ ~ 1 INSTALLATION / '_OT GRADING ~ r" V ~ A Ujtt]I"Illtr aVH,,•, ~ , , WETLAND (PERM. = 1963 SF < 60 u 30 so 120 240 , JSF PROJECT MANBER V O 00 0- 0 IN FEET ) ,n 1 inch = 60 ft 419-03 I W O POSED L PRO TOTA EGEND L TS IMPAC WETLAND IMPACT AREA PERMANENT OPEN WATER IMPACTS 472 SF OR 0.011 AC 2 O e~ z _ STREAM IMPACT AREA PERMANENT WETLAND IMPACTS 1,963 SF OR 0.045 AC ~ ti ~ w TEMPORARY WETLAND IMPACTS 833 SF OR 0.019 AC ~ v 4 R OPEN WATER IMPACTS TOTAL WETLAND IMPACTS 2,796 Sf OR 0.064 AC Few ~ ~ r~ ~ Z ` -ltsn ~ 5"~'CP FOP N ~ / ~ 3R ~ ~ ~6 PERMANENT STREAM IMPACTS 290 LF 1 TEMPORARY STREAM IMPACTS 90 LF 0 Z I z ~ _ l no ~ ~ ~ o , 2 / ~ 2~ i~ S ~N 1p~q,~'` c m I w ~ ~3" e~-=-~ IMPACT AREA ~ 4 TOTAL STREAM IMPACTS 380 LF ~o / ~ ~ I ~ ! ~ ROAD GRADING /SAN. SEWER i'~"/ ~ ~ ~ i ~l ~ ~ INSTALLATION / f ~ ~R1V y I STREAM (TEMP.)= 30 LF I ~ - WETLAND (TEMP.)- 833 SF r ' I i b ~ ' I \ I J Q ~ / W ' I ?r i i : EA 3 IMPACT AR ~ ~ ! i ' I ~ N7 ROAD GRADING /UTILITY \ ~I r ~ ~ INSTALLATION JTY N rn it ti z~ I - ,o~ ~ ;m STREAM PERM.)= 130 LF 130 LF IMPACT AREA ~ 1 r\ ~ w~ - - - - - - ~ wad STREAM TEMP.)- 30 LF I r 30 ~ NG DRAINAGE O ~ ROAD GRADI / cp 1 I~ I ~I r ~ INSTALLATION ~ ~ cn N - I y ~ , ~ ti~ ~ w~ it r r ~ OPEN WATER (PERM.)= 472 SF C ~ p ~ a ~ ~1 C 0 C 3 i~ i ~ ~ ~ ~ rr ~ s~. aw~'~ ~ L ~ 0 \ ~ C ~ 0 ~ H ~ ~n I I F ~ - o U 1 I ~ c ~ U C O - n I ~ ~ i. c~ Z ' a V ~ ~ ~ O P ? 2 fi? ~ ~ m 0 z 1 i. ~ i' A$ ~a ~ ~ ~ \ / N Z I o zw t ^ ~ ~ s~ ~ ~a J .aNf~ t.. ~ Z~' ' ~ ~ 1 ~ ~ ~ ~ V v Sw~~ 0 i w~ ~ ~ V ~ i ~ .y A ~ / ~ i ~ I ~I / ~ ~ i ~ \ I~ ~ i l \ ~ \ w Ot /U ~ ~ ~ i ~ ~i ~ ~ v ~ % 55 lac rin~-Y;rK ~ r i ~ ~ f ~ ~ I _ \'0 0 ~ R ~ .C ti ~,o I ~ ~ - - - - ~ 'Fr 9 \ ~ / i ~ ~ . • L_. \ ~ ~ ~F-0 ~ ' NAN f70if -•J.J . roP ~~a1s5&~y ^ ~ \ ~ I ~ ~ ~ ~ nrVV a ~?3S9J ~ A ~ ~ ~ 57 ~ ~ ~ . i ~ 7 j ~ ~ E ~ ~ ~ I ~ ~ ? ~ _ _ ~ A \ \ ~ m~ 59 L~ ' i o i ~ l ~ ~ i ; gym. A REA 5 ~ ~ ~:i ~ ~ IMPACT A ~ \ e ~ \ ~ ~ \ ~ r i ~ O i,, r \ ,.uc ROAD GRADING DRAINAGE 2 - ~ ~ ~ l . I \ ~ ~ r zoa~ ~ .w4 UV~U INSTALLATION y ~ ~ i ~ i 6 ~ o ~ ~ ~ 5 ~ V A MNJ NOL£ r X42 \ ~ ~ v ~ ~ rOP 3B3,5b ~ ~ \ m IMJ RJ J5b.65 ~ ~ ~ ~ ~ °4.56 ' ' I A ci ^ ~ ~ ' 7 i ~ ~ ~ . i L ,V~ STREAM PERM.)= 160 LF o _ _ ~ 'y i ' ~ i ~ - LF ~ ' ~ ~ ~ ~ STREAM TEMP.)- 30 ~ 1 - / ~ - 4 / / ~ 'cx. urr y 8 w s S4se - _ _ F_ASEMENT ~ ~ 1 rte,~t I ~ I p ~ 1 - _ / ar 'a~zf~11 ~ ~ ~ - / j ~ n oil J ~ J~ ~ rm ours p5' SEWER ~ rFA~-N-Q~-~_-------- i ~ v n ~ _ . - _ ~ ~Rr f RQA~_~-- ~ i _ - l-V ~ ~ / ~ S ~ p-B. 12A. pG. 773 ~ ~ uk! 4G~ v k F _ _ _ ~ ~ ~ . I - - - - - ~ 3 _ _ _ - - o ~P ~.w ~ ~~.ab ~ w _ 2 Y \ . ~ ~ \ ~ ~j74'~ ~ . r ~ ~ ~ R EASEN~ENj fuv ur Jn,r2 ~ ~ ~ • / \ ~ ' 2 ~~~o ro z a ~ ~ \ H 2 rr H J / w I S,ORM ~,F"~' ~ OUTFALL N0 ~ - rrrv our ~n.os ~ ~ ~ ~g c~~ ~ ~ ~ _ ~ ~ i v ~~l c 1 gz~~ o ~ g> ~a o r,,~nc,a. P., _ _ _ _ _ ~ , - R _ P o: _ _ ~ J g i \ 4 ~d~' ~ y z in ~ W c~ ¢ O] tit 1~~ F.O ~ [n y ~ U I U ~ V co - - ~ / UNf , 1 N rv _ ~ / ~ ~ \ ~ ~ V ~ ~ 1d p2N= ` \ \ \ ~ I, =.s ~ a~_o 13 , ; ~ ~ 12 ~ ..;.,t f . _ ~ ~ ~ \ ~ ~ ~ I ~ / , ~ ~v - I j ~ ~ \ ~P ~r i 14 ~ '`r v / ~ ~ . X ~ Q • ` ~ ~ ~ xv I I II ~ ~ ~ ~ 1 i~ ~ ~ Z ~ p V o ~ ~ ~ E / ` I I ~ \ ~ Q Q m I~ / ~ ~ ~ - ~ ~ E ~ ~ % ~ ~ ~ I / ~ \ ~ ~ ~ \ \ ~ p M - ~ \ t Z Oi ~ \ ~ ~ I ~ ~ i i ~ Q i 2 M I ~ 33 ~ , = J o ~ ~ ~ o 24 ~ ~ N x ~ ~ . % ~ ,e _ ° _ ill ~ ~ - ~ f- ~ I+ ~ o f i _ _ _ ~ I ~ ~ ~ , . ~`T I ~ I ' ~ ~I J ~ i, t ~ , f sar ranr ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ Z / ~ a rn I / ~V~ ~ / ~ ~ / i' ~ ~ 39 Q 21 ~ - - - ~ ~ ~ Q 5 X ~ 2 ~ ~ ` Z I ~ ~ Q ~ I / ~ ~ U I ~ I t Q I I ~ \ ~ ~ O W ~ 18 ` I ~ I , ~ 2 \ n~ 7 : ~ / i ~ ~ ~ \ ° ~ o ~ ~ / ~ ~ ~ I i 2 ~ ~ I z~ a - ~ i 29 ~ o0 ~ z \ a r 20 ~ I 19 Z ° ~o m ~ ~ \ . ` n m - o , rn I i v " ~ I I I ~ I _ o - o l ~ ~ mQ I. ~ z^ ~ ~ ~ ~ ~ MX i~ ~ ~ ' r T i m - - - - 1 ~ ~ ~ ~ i ~ ~ ~ ~ ~ i~ T, DRAWING `o ~ ~ m ~ IMPACT AREA 2 i~ z i ` ROAD GRADING UTILITY ~ SHEET ~ f+D ADLITf' cr nT Ta' 1 ' i ~T ne~nuin ~ 1711tH 111v u v IIVJ I ALLA l I VIV / LV i ~R„umv / 60 0 30 60 120 2401 n WETLAND (PERM.1963 SF M U 60 O 4 EX-1 0 ~ a IN FEET ( ) i PROJECT NUMBER 0 1 inch = 60 it. d I 419-03 0 d li