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HomeMy WebLinkAbout20010884 Ver 1_Site Plan_20010612- - - - - - - - - ~ - - - - - _ - - 175 - CONTROL POINT ~l ~ 3~P ~ 0 \ ~ > _ J ~ - _ t...F~.__ - -------174- _ _ - - _ - - - - ~ _ - - - - _ ~ - ~5-- _ - ~ 1 - - _ ~ 32 -17~ '___=_-~.~,.l~- _ ------------------FDA =1~---------- --9---- ~i, .E. 175. - - - ~ p~ ~ ~ o ~ : x ~ ~ ~ - - - ~ ~ 176- - TOME (TYP. ~ ECK ) ~TURE EL'R CK _ - - - _ 490 _ B~II~-SIL-~-..-.- - - - - - - - - - ~ RI GE v INLET 173.93 6 D o EcK DAM +6728 - Dom- (TYP. HI HWAY 421 ,y ~ ~ p G _ o - _ srA, _ _ - ~ G - - - - - _ - FENCE - - +177. ~ _ - C~- - - - - ~ - - - _ ~ - -w-= _ _ ~r = - - - ~ SIGN ,~1 ~f - L - _ - _ -173 - - - - - - - _ ~g - _ - - _ ~ ~ irn C ~~6~ - - ,,.ter--_- ~ 169 _ _ - - ~ I ..~-167 - -y - ~ 0 - - ~ 68 - _ ~ - r Tf"f ~ i ES 0 166-___~ ~ 6g. 16 I / ~ II ~ - EILLBOARD ~ ~-WA-~'P-MMN; - r IE-165.21 _ - -165 OXI TES LOCATION ~ ~ ' ~ ~ APPR , _ _ _ RQOCA-~1~ .a 1 ~ . ~ ~ PRnPOSEO 4 ~ ~ , 6 DIP ~ ~ EXISTING POLE ~ ~ i Co ~ . , ~ , ~ ~ ~ ~ ~ FpRI,~ MAIN ~ , ~ ~ ~ N PROPOSED_ 1fl- -~-94Q ! P~(P 5/8 , xr riNC Roao E S ~ h ~ EADWALL ~ PV+C~WATERUNE REBAR ~ RrcHr-oF-wa Y / o , i n P 166.67 W ~ ~ ~ ~ ~ ~ i _ ~ ~ ~ ~ W 9 N U BLE TO ~ ? W < z ~ i / t- LO TE INVERT z m ~ i i i ~ / i ~ U ~ Q ~ ~ ' ~ ~ ~ ~ ~ / / ~ M A o WATER ELEVA ON S Q I / ~ / ! / OF FEB. 11 00 = 159.7' ! I ~ ,,,1 I / k- ~ , ~ ~ l 177, T/W z c~ / ~ ~ r I 176. B/W W ~ ~ ~ ~ r ~ j O l ~ G ~ _ _ ~ Z ~ ~ f ~ ~ A ORIVE ~ k ~ fl BY ~ i i S9 v ~t ® 1 W ry i ~ ~ ~ r ~ o p , , FAR ~ ~ i f ~ ~ , f+ ~ o / ~ ~ ~ , ~ 1,77.0 T/W ~ ~ h ~ ~ ~ ~ `67.08 W p v/ f D 8" SENER ~ ~ ~ N ti ^ o BY GV° o ~ ~ sE7a ~ oaoa ~C v ~ ~ ~ ~ ~ i' ~ I _ 2 _1- ~ 7 0 T/W ~ 1 ~ ~ ~ d ~ ~ ~ , ' -175 0 B/'W v „ P ~ ~ ~ 42 ~ I _ + 7 ~ x( PI?; PUMP STA]lUN ~ ~ Q 5. ~ r ~ ~ Z ~ ~ ) B~~ D A~'R 4- W ~ J ~ i PVC @ 0.5~ ~01 .7 s i TOPOGRAPHIC INFORMATION PROS/OED BY ~ r ~ _ / s ~ i - _ XI ~ . GRA Y ENGINEER/NG CONSULTANTS NO 4 ACTUAL F/El0 WORK PREFORMED BY ~ ~ , 90 D F DA CIS-MAR AN-POWEtL & ASSOC/A TES ~ ~ Sl. 0+ 60 i E ~ ~ T =175.5 1 SCALE.• IE 59.70 IN ~ ~ i ~ HOR/Z. 1'=40' ~ IE 159.50 (OUT) • 00+~ , W VERT. ~"=4' ^ i } i ~ i I A i I I 0 I 1B0 180 i 6 -'a 1 ~ i I ~ 12 ~~a~ GROUP h ~w - ~ Z • Z 170 Z z 170 _ ~ o w I u W N J W LL EIS N W ~ J 160 a 160 Z J 0. I I I _t f 1 150 III 1 11 1---1 1 1'. SHEET N0. 150 8+00 9+00 10+00 11+00 12+00 It00 5100 6100 It01 2+00 3+00 4+00 0+00 1+00 OF2 ~I nuuu~ ~ ~ ~ ~ I CB ~ TOP 173.67' ~ ~O~ v: Q THROAT 172.79' - I ~ ,Q i O .V Q IE OUT 169.74' I c~ INLET 173.90 ~ ~ N s ~ SIGN ~ ~ .,~o _ _ _ HIGHWAY 42_1 45 MPH - ~ I Z •.,,N ,,o - - - 175._--=- - - - IuL - _ - - - - - _ _ ~5---- - -~-MI- - - _ - - -1 T4' - _ - - ~ - - - ~ ~ W - ' =1.7~ - ld T = _ - - _ _ _ o t o----- -~8a - u~c - ~ T ' - - - - - - - 1 BE7VOS 3- U*04 3 CMP ~ - 173 - - - - _-_.LZ _ - - _ _ _ - - - - - - , HEDGE ROW o - "167 ~~-0~+91 -169-. r,, ~ - - 1 r - ` ~ - -169 ~ ~ ~ N -166 " ' ~ ~ ' -is IE 16~.20`~ -168 - _ R~ R W - -991-~ 1 y - - -165- HEADWALL - - W ~ ~ ~ -5- ~ ~ ~ J 1 ~ TOP 166.35 ~ k ~ SSMH o ~ ~ LE. 165.74 pNpo~p 4• ' ~ TOP-173.93 W FAQ MAIN APPROXIMATE LOCATION V EXISTING POLE IE IN 16 -164.33 2 (Sl i n ~ UNDERGROUND TELEPHONE. rv IE IN 15 -164.88 ~ NOT LOCATED IN FIELD BY Q I.E. 163.15 I OUT-164.38' v E UTILITY CO. ~ SHELF-165.93 t .E. 160.60 J ~ a 4 ~ W r- Z N W i I d I I Z ~ W ~ J I 0 f h~ SCALE. HOR/Z. 1 =40' 12~RT. 1 =4' ~ 1 I 1,90 l80 y f 4 W Z Z 170 170 N Z Z Q, u W • W N U ~ ~ ~ ~ Q J u LL • N Z 0 N 2 Q W tl) J 160 160 Z ~ ~ I a I J K F i t isn 150 r ...v 13+00 14+00 15+00 16+00 17+1 12+00 SHEET NO. 17+00 18+00 19+00 OF 2 - - o~, , _ E f - - - - - - _ ~ - - - - - - - _ 175 - CONTROL POINT ~ y~P ~ a 0 \ F ~ i - - ~ - ~ -------174- _ - - - - - I _ _ - - - _ _ _ - 175.32 _ -t7~---==_==-,.ate=_ ~ .E. - - - ;0 ~ v; ~ - - - ~ ~ ~ cn ~ `t7s- -~T~?NE C ECK (TYP.) ~ ~TQ1QE ECR K _ - - - 490 _ BEGIN-SIB- _ - - - - ~ ~ ~ INLET 173.93 BRIDGE r Q ~ ~ • ~ ECK DAM ,s - ~ _ _ D/~MM- ~T~'P, ~ HIGHWAY 421 ~ p ; y ; ~ G p . - - - _ STA„~F6 18 _ - - - FENCE . G- - - - - -+177. ~ _ _ - _ _ - - - - - - - - - - - - - - - - - ' - - -W____- _ ~ SGN ~1 - ~1 i..----- - - - - y - -173 ;~~6 - - ~ 169-- - - - - _ ~ - _ _ _ 0 -L - - -16 - - 68 - - - - - ~r-- - - ~ N ~ , ~ ~ ~ . 6~ 166-___ 1 6 _ 16 , ES 0 ~ ~ i ~ 6 ~b: - , ~ ii i I ~ - ~ \ ~ ~ ~ ~ + / - ~ _ _16 BILLBOARD ~ ~ WASP-MTV, IE 165.21 _ -165 T ~ LOCATION ~ ~ ~ APPROXI E ~ z _ _ _ - , ~ RQOeiN1~ ao ~ ~ ~ ~ Q~ Z = " B~''D~EVFL - ~ ~ PIi~OPOSED 4' ' ~ 6 DIP ~ ~ + .EXISTING POLE ~ 1 i I ~ ~ ~ ~ . , ~ , ~ ~ n , ~ FGhtl~' MAIN i i ` N ~ ~ N PROPOSED 1~- -C-~9Q0 , N1"P 5/e ~ EXISTING ROAD n vJ EADWALL ~ / PVC~WATERIJNE REBAR ' ~ R1GHr-OF-w,aY i , ~ ~ ^ ~ P 166.67 W ~ i W U BLE TO ~ z W g ~ - ~ / ~ / ~ zz LO TE INVERT m / / ~ ~ r ~ ~ U U ~ ~ / i ~ / ~ ' ~ rn / , , ~ WATER ELEVA ON AS Q o F F B. 11 00 = 159.7' 0 E > r ~ / / . r r ~ r k r , , r 177. T~W Q z / r r J 176. B/W ~ W r r r ~ W r ` ~ 0 / ~ U ~ ~ ~ ~ b' A DIRII~E ~ 2 N I s9 ~ i w ~ ,.8 Z ~ i { 1 ~ ~ I i ~ ® ! 1 ~ ~ ~ t V i / ~a / A ~ ~ i ~ ~ ~ , ' 1 7.0 T/W ~ ~ ~ h ~ ~ ~ I 1o7.ooB w o e' s ~ 0 ~ ti ^ o BY 0 ~ ~ D ~ v- 0 v , ~ STA. 1 AR ~ ~ V i ~ ~ ` - ~ ~ ~ O ~ ~ ~ ~ - 2 ~ ~ ~ 17 o T/w m f ~ ~ \ ~ ~ w ~ , 175 0 B/ U .P ~ r Y 42 ~ ~ Q ~ I + 75. r x( PUMP STAA~V ~ > 1 ) BY DE A~El4 0- r, ~ ~ Z ~ ~ r STA. Oi0 W ~ .1 ~ ~ ~ ~ i PVC ~ 0.5~ ~01 .7 ~ ~ TOPOGRAPHIC INFORMATION PR01/IDED BY a ~ GRA Y ENGINEERING CONSULTANTS. NO S ~ ~ ~ W ~ ACTUAL FIELD WORK PREFORMED BY + ~ ~ ~ ~ 0 DA ~!S-MAR AN--POWELL & ASSOC/A TES r r STA. Of 60 \ r E~' Q ~i r N o ~ T0~=175.5 1 SCALE.' IE 59.7Q IN r ~ ~ r 00 HOR/Z. 1 =40' ~ {E 159.50 (OUT) ,p • 00+.~ ~ w VL~RT. 1 "=4' f ~ / ~ ~ I + 1 - + i l E a 0 E 1S0 i ~ 180 I k y 6 I j i y i Z W • u. ~ Z ' 1~o v1 + Z + Z rya O W N W N 1~ .J W 0 rs rv ~ E W i N J = + 160 ~ ~ I 160 Z ~ ~ 4. J 'i f 150 SHEET NO. 150 7+00 8+00 9+00 10+00 11+00 12+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 O+DO I OF2 i i E ~o i ~ ~ CB ~ - ) TOP 173.67' • o ~ ~i THROAT 172.79 ~ ~ = IE OUT 169.74 O ;Q + INLET 173.90 ~ ~ ~ W ~ ~ ~ SIGN z o ~ ~O N •s • _ _ _HIGH_WAY 421 ~ 45 MPH _ _ - .175= _ - - - N - _ NL - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRA10OlS~D p ~,,a,~~ N~- ~ ~ , 7 I 4• ~ ~ uu ~UNN SIN-~9D - ~3- - ~ - - - - - _ . _ U 1`_-,- - - - ~ ~p -_-i-74= - F1T - - _ - ~y{ n._. _ _ t1T _ _ _ CMP ~ `13-F~Q- - tiT - _ _ ~J ~ e- - - 173 - -700----------- ?211~BENQS -~3 / - _ - ,161 - _ - _ W - , HEDGE ROW 0 ~i _ - ~ ~OQ.+9t -169---.-_ a _ _ _ - - - 66 ~ ~ r W ~ ~ '~~s~ IE 16~. - -168---- R W --f - ~ J - \ ~ ! l~ RAW -891-- ~ „ HEADWALL -ls5 W ~ - J ~ - ~ ~ 15_ ~ ~ TOP 166.35 - + cD ~ SSMH : ~k ~ ~ ~ I.E. 165.74 PRApO,SED 4 TOP-173.93 ~ V APP EXISTING POLE FARM' MAIN ROXIMATE LOCATION „ W IE IN i6 -164.33 2 tv UNDERGROUND TELEPHONE. ~ N IE IN 15 -164.88 ~ ~ ^ Q NOT LOCATED IN FIELD BY E. 163.15 IE OUT-164.38 v , UTILITY CO. .r. 160.60 _ ~ Z W ~ SHED 165.93 ~ Z ~ J a ~ ~ 4 ^ ~ W Z Z N ~ W 2 W J k ~ ~ i 1 I a 4 SCALE.' 0 HOR/Z. 1 =40' VERT. 1 "=4' ~ I.,. f I f i k' 180 { 180 I c~ P I ~ ~ W I i Z k 170 Z 1~o Z Z - F-- ~ Q' u Z I w U W N a. ~ } Q J ~ N u ~ LL Nz p D w ~ ~ J - 160 _ 160 Z a. J t f 1.7U 12+00 13+00 14+00 15+00 16+00 17+00 150 +00 18+00 19+00 SET P C OF 2