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HomeMy WebLinkAbout20011725 Ver 1_Site Plan_20011127 V ~ W z A U.l ~ N _ ~ z ~ A z ~ M ~ ~ u ~ m o w 1' _ 0 w ~ ~ J~ ~ o Jl ~ 9 ~ ~ ~ ~ W ~ ~ ~ ~ c ~ 1 ~ ~ ~ ~ Cq p~ ~ 0 u u ~ f,,, ~ ~ 0 ~ ~ U h-~ ~ o0 ~ ~ 0 ~ Ow z H N 1~1 1`~1 a ~ N ~ ~ t- ~ ~ ,n Q A U ~ Q~ - ~ h~~"" C7 w ~ to ~ Q1 Q o ~ a~ w u. ~ o ti Z ~ ~ W U~o~ z 0 ~ h ~ ~ Q~ i ~ t~ ~ ~m f- ~ } Q ~i0 ~ p ti~ U U W f~ ~ H „ a 3 a 0t~ ~ c ~ ~ Q Ofd C7 ~ 0 V 1 A N ` Iii ~i ~ ~ - ~-i n tt ~ ~ ~t L ~ ~ U p :o`'f „d 0 0 H ~ a,~3z ~ A w v ~ Z - `0 a ~ ~ W ~ ~ ~ 1 9 s cn ~ a ~ o ~ x ~ ~ L O 4. ~ r V ~ o o d ~ z a b ~ U1 0 ~ ~ 'Q z ~ ~ ~ C \ ~Qa ~P w O w ~ w a ~ H 9 ~ gE. U t7 M ~ a 11.t ~ ~ ~ w > ~ 0 „ d a ~ r~ W W ~ o ~ w A A Q ~ ~H~ro ~ w> ~ w w 0 W~U~~~ 7 3 H ~~~~d > J 0 Oz NwA ~ ~WvwiO 0'O~w - ~ o ~ , z ~ W oWx ~ ~ N J Wa~aa,ww w E~~d ~ wF~~'a o 7 4 0~~ ~ O ~ ~ w W N W W ^ (i+ ¢ o ~ F ~ a ~ ~ o o ? v w z a ~ ~ ~ u. S 0 ~ o ~ > > ; ~ a ~ ~ A , U ~ 0 4 7 1~ i ~ 4 v~ ~ ~ v i ~ r ~ o ~~4 ~ ~ J J ^ ~ > a ~ lL s l y ~ ~ ~ a ~ e 0 Q h ~ 1 J O ~ 0 d~ co r ~ ~ ~ 0 v m ~ m m m m ~ v 0 ~ ~ r M ~ Z ~ 1 Q ~ , 7 Q r A ~ ~ - Z'IL£ _ 'l3 WIC! - - - - - ~ ~ ~ - a' 370NNbW '151X3 ~ 1 H ~ r ~k. ~ e m~ OC a J~1d1 ~ 0 -or ~ ~ , ~~mz • 1 ~ iA ~ w~0!? J ~ ~ ~ r i~ q , 0 ~ ~ , ~ ~ ~ y~o r a ~ ~ i • ; o 4 I ~ ~ ~ ~ I ~ / / f ~ ~ ~ m~, 0'89£{ _ "13 WI~I l9£ = 1 'hNl ~l- ~ ~ N - ~ wro~ i i N~ a r c m ~ J 3~I ~ ~ 0 cn ~ / / 1 3C1t~1~7 3~09d 31011N'dW = 9619£ I hNl a ~ ~ 1 ~ ~ ~ ~ ~ w I Q- ~ ~ zz ~ i ~ ~ i ~ ~ ~ ~ ~ Q ~ , 9 ° ~ 1 i ' ~ {n I ~ r-- ~z ~ , zQ W a m ~ mu, m ~o wFQ ~a ~ I o QO ~~W I a ,r ~J I , to ~ o I ~ ~ z w ~ ~ o , cA -~Q ~ ~ 1 I ~WZ ~ , ~ - I r 0 _~na ~ ~ x Q ~ ~ ~ ~ ~ ~ I i I ~ J W W ~ • 1 I ~ ~ `I V a 1 m~ - ll 1~;. ~ , II ~ ~ ~ s a to ~ 1. ~ ~ ~ ~ ~ a a I ~ ~ ~ J ~ ~ ~ ~ ~ ~ 'l _ - - ? ~ i 7 I I ~ 7 ~ ~ ~ I J ~ ~ ~ e I~ 9 I o, I ? ~ I ~ I ?n c a J~ ~ i ~ z m ~ J ~ ~ ~ lU W ~ ~ ~ ~V N 51 ~ ~E ~(L ~ ~ ~ J m ~ ~ ~ ~ 50L£{ 13 WI~I _ ~ _ I t w Qo ~ ~ ~ aot~~ ~c i Vl 4Q cD ~ ~t~ 0 J d ~ 09 0 ~ £L'~9£ = I '~NI 3 t~ 3h 31 HNb'W ~y1 z ~ o L~ ~ v i ~ 4QC Jrm~ 7 Q - z ~ ~ ~ 8 I N~ ~ ~ ~/zz '~j. ~ i • 4 ~ ~ ~I J wl ~ N I ~ 1? ~ N ~ o J ~I ~ ~ I• (/U~ ~ o Q Q _ ~ z ~ 1- . b,~ a ~ ~ -0 ~ Q . ~ ~ m~ w m ~ ~ JJ J~ ~ a i I , W v ~ r v ~ ~ , I ~ ~ ~ ~ ti' ` I ~ Y i ~ ~ N , I N~ I ~ f I : ( ,n ~ Q `^w ~ ~ ~ ~ ~ ~Q. I ~ ~ 0 0 Q , ~ ~ m ~ ! ~w v; 41-' ~ -W ~ a ~ ~ ~ ~0 com ~ ~m i ~ ~ ~ w - _55L£ _ '13 WIJ L'99£ = l 0 '/lNi - , ~ 34'd~~ 3~09b 3'IOHNdW £8'99£ _ '/l I NI N 9 W~ •I I ~ ~ o Or I. N ~ a. z zm_~ I ~ I i 0 ~@ -zz ~ I o ' Z I ~ o a f / \ J b ~ irn~ r~~ 1 I (Y w 7 ~ ~ ~ , 6 o I ~ `-L r- ~ / _ I / / 1 o e - - - F-- - - - - ~ ui - - 1 ~ ~ ( EXISANG SOIL PA iN _ OSSBLE DJOINE VERLAP _ - ~0 W w m I ~ lQ mr ~ w I ~ ~ 0 ~ m I UJ~Q ' I ~ w w ~m ~w I Q Q. I ~ ~ z ~`~m~ _ z a~ ~ / ~ _58L£ _ '13 WI~1 1 14"89£ = 1 '~NI \ ~w0 Or ~ 0 I ? Q ~ m? 0 . ~ I ~ 34~~ ~c Z ~ OC ~ z w~ v d ~ 09 W - - - E - • 3 b21 3~ d 3'10HNb 1589£ I ~NI 0 0' ~ w a d~» o I p - ~ ~ -zz a. ~ I x a ~ a__ ~ ~ ~ ~ ~A wwa I Z ________~0---_ r E1P W mw I I I w I ~ J ~ I I I QW~o a~'~ =o aQm~ I Q o~ NW~d I z I w I r W W~ ~ U W W, I w J W ~j4f I ~"JZ _ _ - I Fa ~ _ -EIP I - ~ I z i I ~ ~ I a f~ \ I . N~ 1 ~ + o I ~ w o I N~ Z 1 roi ~ o~ I o = a I \ a ~ I 9 o I ~ ' ~ S ~ ~ ° I I N I ~ ~ r cn ® ~ ~t I ~ 0~ ~ ~ I I I ~;@ ~ I 61r ~ o I warm m I Jcvm~- ~W W i p~z z3 ~ z w~°i~ I z~ , I ~ i NW ~ ~W ^ I a-» ^o ~ oQ O, I ~~zz 1 ~ a z _ aw~a I ~ Jw z W Z ~ `NI I ~ ~Q i ~ ~ ~w _ I oo p(L I ~ U _5Z8£ _ '13 WIJ £'PJL£ = 1110 "~NI ~ o ~ ~ . J ~Cib'Z1~7 3/~G w ~ z ` ~ I 3Cib'z1~7 3~09G' 3'IONNbW I 94'0L£ = I '~NI ~ I ~ I ~ X ~ I \ \ acv I a~ I \ ` ~ \ m I ~t E ~ ~ I _ ~ ~ ~ ~ / i - ` I \ ; v ~ I I ~ Q ~ ~ I \ I ~ / ' can ~ I ~ / ~w I ~ h I ~ Qa ~o ~ ~ I m ` M I w ~ ~ ~ ~a I 0 x ~ Q~ ~ ~ v ~ ~ w ~ ~ 9 / ~ N 0 wW ` W rm ~ ~ ~ ~ ` ` I .J~ \ ~ ~ ~ ~W ~ ~ Omz~ p ~ z ~ 7cc~_ z \ ~p \ z ~ ~ z' Q~ bz \ i i ~ ~ ~ 0 I o N \ a Z \ \ W -i ~ ~ \ \ O \ \ ~ ~ ~ ~ r - P~ \ ~Q~~ £'16£ 13 WI J - - ~ - ~ 6l£ 1 0 "~NI .v ti ~ 3C1'v'~~ 3~09V' 3~ONNbW _ v` ~ w 8 r m ~ ~ 1 ~ W e w ~m a Q ~ J~ cc1H Opz~ w / w = u I ~v_0 `n z ~A a z~» a-zz Z , z Q @u 3 3N1'1 ?J31dm ..g dS ..45 aD - 5104 = '13 WIJ L'£8£ = 1 '/lN1 0 - - - 3'tOHNb'W 0 9 ~ ~ ~ r ~ 9 0 9 ~ m r ~ ~ v ~ m ~ m ~ ~ lu W W W W W ~ +s ~ p, ~ ~ 0 0 0 v? 0 u? 0 @ tr 0 MANHOLE ~ - ~ ~ INY. T = 383.1 RIM EL. = 401.5 - 54" 5D 8" tUATER LINE 0 ~ (1 ~ r- ~D I D - ~ zzA~ ~ z / - z ~D z = z N Oz~~ rN I ~ _ m ! m c 00 ~ 0~ ~ d 0 mw ~ ~~m w~, u+ ~ w ~ i 0 0 m ~ ~ MANHOLE ABOVE GRADE ~ ~ ~ ~ ~ \ 1 - ~ - - - - ~ v INY, O T = 319 ~ ~ RIM EL. = 3913 ` V_ Y v ~ I \ f O \ \ \ ~ r m \ \ N f ~ ~ ~ ~ ~ ~ ~ Z ~ ~ ~ ~ ~ ~ \ N ~ z \ \ za Z ~ \ \ zm zWI ~ Z m p C m0 ~ ~ ~ ~ / ~I ~ A ~ v, ~ N0 i ~ ~ ~ U m X ~c ~ 1 ~ ~ rN I ~ ~ 1 w ~ - N 0~ N Od I -0~ mW I ~ ~ I 0 ON i z / ~0 d ~ G~ I ~ m~ ~ ~ ~ ~ w ~ ~ ~ ` ~ I ~ I d I ~ I p I l~ i / ~ I \ I ~ \ I ~ ~ ~ 0 N0 x X I lr ~ ~ ~ I ~ \ \ I INv I 1 4 3 0. 6 _ MANHOLE ABOVE GRADE I N~ ~ , Zm \ _ ~ o r ~ ~ INY. OUT = 310.3 RIM EL. = 382.5 ~ I p cn a n ~ I -00 o z, r m ~ I ~m~~ ~ cn ~ ~ m ~,p ~ I ~ ~ n ~ ~ o z'~ n n 1 z 0 •I• ~ m~ ~ v ~ - ~ mN U3~N ~ 3 I ~ Do c o.. ~ Z n 1 zzA \ A ~N . {~~D I ~ ~ m m t Z I o~z~ z m f~ 1}1 ~ m J0 I D 0 ~ I W~ I c0 ~ , ~ ~w \ `p , i ~ ~ V' I ~ b w / c9 I v- S 0 v- I ~ o ~ I ~ ~o Z I ~ ~ z N~ ~ r- , ~ o NN I m0 I 0 N f ~J ~N l D I ~ ~ I W . ~ I d13---- - - - ~~o ~ I D I - ;~m i m I ;Z.. z ~ I ~ ° I +m m ,i m z I a ono ov 0 mN - ~D rn~~A Am I O~ZD i i ~~z r~ ~ ~ I ~ / t 1 w ~ I d13 ~-a { 1 I - m Z zz~ 3 (p D X I ~e ~ - Cv D D N 0 I ~ .0 ~ INY. I = 368.51 _ I MANHOLE ABOVE GRADE r - - - - N ~ I cnm -u~i z3=~ r- 0 d z ~ (n Z~ Z I pN ~ ~,0 p z ~ INY. T = 368.41 I RIM EL. 318.5 I ~ d w r z W~~rm m N 0 I m~ ~ s m I ~ n ~ I ~ ~ p ~ ~ i I ~ Cp C ~ I w _ _ m rn e _ _ _ - ddla3n 3NIOf0 3781SS0 ~ ~ - ~ 0 - ~ ~ Hl vd 7lOS ONIl5fX3~ I . ~ ~ ~ , I o / ~ 0 ~ ~ ~ ~ ~ J ' ^ ~ N ~ /I ~ I - 0d ~ ' m ~ , , ,M, l cr ~o i O ` z _ I~I ~ zz~ ~ m 0 <{~D 0 - i z ~ II I -W ~ N INV. IN = 366.83 ~ MANHOLE ABOVE GRADE - - - - ~ I m I I o x w r N = 00 I ~ - INY. 0 ' T = 366.1 RIM EL. = 315.5 w~~m r I tl~N ~m N I ~ pd . 1 m- . m o I ~ ~ w m , i ~ ~0 T /~~0~n ~ v ~ ~ ~1 ~ I mw d ~ c~ ~n I : ~ I I ~ ~ / i 0 ~ N r" u+ I I ~ I 00 r I c: ~ ~ per ~ ^ ~ I ~ i. I ~ e O r- r f I e wr ~ ~ I ~ lo- I ~ o ~ r = ~'A D ~ c . Z ~ ~ l A .l N ~d i~, ~i i~ .i ~ f I ~ , m~ o ~ ~ I ~ N ~ N W ( v+ F ' , ~ ~m A ~ ~ F ~ L I t r zZ1U3 ~ N \ D «3z 0W m6 I I ~ ~ ~i ~ .y ' 0 N i r~ ~ ~zw ~ I u z0 ~ ~ ~ L ~ 1 ~,6~Om ° ~ mz q ~ ~C V' . 11 0 ~ o ~~r N ~ J 0~, DD ~ INV, i = 364.13 _ _ MANHOLE ABOVE GRADE ~ i~ ~ r U i = RIM EL. = 13'105 W INV. 7 364 3 ~ m m ~1 ~ Od m ~ ~ ~ ~ A ~ x m ~ ~ / m ~ ~ < ~ I x ~ z o v? o ~ w ~ ~ I ~ ~ ~ - z - i .I ~ '1 0 ~ ~ ~ Ji ~ ~ r ~ I L ~1 ~ ~ 2 ~ - z I o ~ Z ~ ~ ~ ~ ~ t~ ~ ~ ~ o ~ t ~ ~ . ~ ~~l m ~ ~ ~.I c. fi 1 - ~ 1 ~ ~ ~ a ~ 9 ~p I L ~ 1 0 I 7 ~ ~ I ; 1 Dx ~ D~'N ~ ~ o I ~ m ~l z I I ~ - lp I r _ ~ dmz r _ N ~ a o ~ L N I z z rN ~ an I Od I m ~ ~ dim ,1 ~ 0 W 1 mw ~ f ~ ~ mA D Z _ ~ ~ ~ Z\ i i cn ~ ~ ~ I ~ o 0 . ~ ; ~ D ~ ~ ~ ~ ~ zz~~ ~ ~ ~ r ~ ~ C - t r 'I A / / ~ µ ~ f INV. I = 361.96 MANHOLE ABOVE GRADE 5 i / ~ ~,0 ~ m a. N L i i / ~r ~ ~ ~ ~ ~ m INV. T = 361 RIM EL. = 1368.0 ~ ~ ~ .I ~1 o G 0 ~o ~ ~ I ~ c ~ i ~ ~ a ~ I ~ i ~ { ~ ~ ~ / / ~ ~~9~0 ~ ~ ~ . I~ any ~I 1 0 ~ ~ . I ~ i ~ ~ q '11 zA~m ~ t = J a , o., ~r. -z~' N . "L . zw ` _ - 0 , 4~wm ~ A ~ ~ a; mW a. - 6 ~ k~ cn ~ a N J 1 I ~ 1 EXISt. MANHOLE 8 - - - ~ ~ ~ RIM EL. = 3~1.~ ~ ~ 4 ~ d m? ~ ~ _ ~ ~ m~ z ti m D ~ ~ ~1 ~ ~ ~ W W W W A ~ JJ W W W W ja O - ~l o ~ ~ 0 ~ ~ l~ ~ l~ lP ~ 8 ~ ~ ~ ~ ~~iro ~ ~ r Z b ~ i ~ ~ ~ r ~ r ~ > ~ ~ o (c ~ ~ ~ o ~ " n m d ~ ~ ~ r d ~ r 7~ o a C C 0 s i, ~ ~ ~ ~ p ~ ~ ~ ~ ti ~ ~ ~ ~ o o~ z ~ ~a ~ ~ ~ ~1 mm ~ d d ~d `'a Y Y y ~~o ~ ~ y ~ ~ "I Q u X10 y o ~ _ M I~f N~~ O r ~ 0 - a L o ~ y V1 . c` ~o ~ ~ z ~ ~ - ~ o~ ~ o ~-y ~z ~ ~ ~ v+ V N Ccf [ " ~0 ~ o r~r~9 cry.. N „C ~~~xN~ ~ ~ ~ any ~~;o o~ O Crf Cti ~ C C7 ~ ~ cn H m ~ ~ D~ d d bd~ ~'b N a ~ ~ Gi < ~ ~ c ~ 0 «n,, ~ ~ < ~ ~ ~C ~C w ~ D rn ~ ~ ~ r ~z r n 39 0 ~ y ~ ro ~ o ~ ~ , rn ~a m^p~ ~ - N ~s N rn X. x l 1 0 ~ ? a Z m N m n BZ ~ - r a z ~ ~ a,.. . ~ t~ ~ ~ r ~ ~,0, 0 , m d z ~ ~ 0 0 ~ o: ~ _ $ 1~, N~ ~ S n n o~,~,~ N ~ i 1a~ ~ ~ y ~ x ~ C ~ ~ A (/1 x ~ 0 y s •«~d A N Q O NW?''~ lD , rn W ~Nn ro ~ m ~ n w D< O o ~ tr1 ~ ~ AFC ~ ~ - o ~ ~C ~ ~ N z ~ N ~JoD ~ ~p r~ ~ ~~~y y ~ ` mm ~ r o~ z ~o~ ~ a ~ ~ D -u~~ d "'t N ~ l ~ 0 N W o a ~ ° ~ ~ G N~ rn E ~ a r a Y ~ ~ o ~ ~ ~ n, ~ o n ~ r L ~ m 0 ~ ~ m u W M ~ Z d r--- ~ A r z ~ N rn w z m i ~ V ~ W z 4 ~ N ~ z ~ A z ~ ~ v o ~ ~ H 0 w ~ x ~ V c 3 ~ ~ . H b W 4 ~ ~ ` ~i ~ Q ~ ~ ~ ~ ~ o ~ Ww ~ ~ W U~ 0 0 M ~ 0 ~v~ F- ~ ~ ~ ~ < A ~ Ow ~ ~ ~N o N ~ a ~ U ~ ~ ~ >r ~ ~ ~Q o~'co ~ L ~ ~ V ~ ~Q cv ~ m V1 u. ~ o ti ~ ~ W U ~ o ~ ~ 0 Q i 6~ ~ ~ ~ ~ LU cmvcA q,,t~~ 111 Z _ hr r/~ ~ W O ~ Q o ~ U U W 3 ~ ~ ~ N ~ Q CL ~ ~'`~r '~i N ~~~o U U t ~ 1~ J v . ~ ~ ` :o`'~ ..d ~ 0 A ~ a~3z cn A w y H z H Opt •~x 'Q ~ r v ~ ~ = z 0 . ~ c~ Q w Q~ ~ ~ a H a - ~ ~ ~ 9 ~ s,v ~o ~z ~ o r1 x ~ ~ ~ Q1 ~ r ~ ~ V ~ v p a •y d ~ z a b ~ ~ ~ ~ ~ ~ Q ~ ~ ~ a ~ ~ ~o ~p w 0 w ~ w N M a 9 U ~ ~ Zr ~ ~ Q lU ~ > - ~ 8 c~ M ~ ~a~a C7 ~ o ~ ~ w ~ ~ ~ > x 9 ¢a as x W ~ _ cJ ~ o a W w A A Q ~ ~H~o ~ w> w w Q WNx.,~~ ~ ¢awNa N ~~vwi0 ~'O~F ~ _ W a z W ~ oWx ~ H N J Wa~awW w Hid ~ ~ wF~~'a o 7 9 o~¢ ~ o ~ ~ Hw WN W W ^ w$ F~°h H w ¢ o ~ ~H A ~ A A p~. H ~ a ~ ~ Q~ z z ~ U h~ 0 0 ~ v ' ~ ~ ~ ~ a ~ u, ti w~ ~ S o ~ o > ~ a ~ ~ 4 U A 7 a ~ o I 1~ ~ U v~ > ~ ~ r ~ ~ ~ a ~~4 ~ ~ J ~ ^ r " 0. ~ lL 9 ~ ~ ~ 0 ~ 0 ~ ~ @ ~ p Q H ~ o 0 ~ ~ c0 r r ~ ~ La O ~ 1 M ~ ti ~ c O ~ ~ Q ~ ~ ~ d ~ P ~ ~ Q , ~ - - Z'IL£ _ "13 WI21 - - - - = 0 ~ ~~oNNdw '181x3 ~ ~ 1 w r N h W ~ ~ ~w ~ ~a Wm~ ~ ~ ,a J~`Im ti ~ 0 - r ~ ~ ~ ~ m? ~ ~ Ex. ~ Z ~ ~ ~ ~ 12 SEVER ..p m X 4 ~ } ~ ~ z ~ 7 ~ w~ (K- r ~ i -@ 0 ~ ~ ~ , ~ ~ / ~ ~ p I ~ ~~o / ~ ~ ~b b ~ / / I i ~ / / / - ~ ~ ° ~ / / _ PJ'89£~ _ "13 Wl~i l9£ = 1 'ANI ~ / / N Wro~ / / N ~ a ~ c ~ r., ~ ~ ~ J 3 b21 3~ ,o m \ O m ~ / / 1 4 ~ 09 3"IOFiNdW 96'19£ = I '~NI 3 b21 3~ ~ a ~ / 1 ~ 1 Q- / / ~ w ~ ~,zz , \ i 0 J ~ / / ~ ~ Q I / ~ ~ ~ / / ~ ~ ~ , \z ~ / zQ w mW m ~0 r W~p ~ Qo ~ I p z z z q - ~ ~ o I ~ zW ~ ~ . o I - ~ _~L1 ro~ ~ f.- .l ~ ~ z ~ I r Q xdm ~ i ~ 4 J I J wwQ I :I I ~ ~ ,n v Ill ~ Im - a I l ~ ~ ~ ~ 1 ~ ~u~ J a 1. ~ ~ l~ ~ ~ ~ ~ ~ ~ I- a a I- I ~ ~ ~ ~ J ~ ~ ~ ~ ~ 4 ~ I i '~7 i e s ~ ~ a .I ~ ~ I m ~ I z m ~ x £ tr9£ = 1 '~NI I1 w w i ~ ~ ~ cv 5c , 4 ~ g \ 5ml£3 _ '73 WIJ _ _ _ f w Qo m`~ ~ ~ l~ ~a~~ ~c 1 a ~ i h ~ ~ r~' ~ ~ ~ ~ £L'b9£ = I 'hNl ~Cib21~ 3/~09t/ 3~OtiN17W Qd _ ~ v~ o ~ g IL -W tUo~ W~~ [ ~ ~ 7 ~ v > ~ ~t 0 mz ~ _ m, z ++-0 ~ ~ ~ ~ r ~ ~ 0W m0 z~» Q ~ ~ ro Nzz J ''J 0 ~ N~ ~IL_- U ~ ~ ~ L ~ ~ ~ i I ~ ~ ~ ~ ~ I ~ N I K1 J ~ w~ ~ l~ N ~ a ~ ~ ~ ~w Q ~t ~ 0 ~ a~ I ,S ~ ~ I F- u,I } nl ~ - y ~ b J ~ ' - @ ~ Q ~ ~ ~ W • ~ ~ ~m m , ~ ~ J, -J~ r I - ~Y M ~ ~ ~ I ~ I ~ J f N s~ N ~ ~ I ~ f ~ I F : ~ dl 1 ~ Q mw ~ ~a ~ ~ ~ 0 o Q ( m ~ ~ W ~ 4~ I (Y z I. (L ~ 1 -w ~ Q ~ ~ c 0 5SL£ _ 'l3 WI?J L'99£ = 11'10 '/~NI ~ (Q I ' w ~m - - _ , ~ £8'99£ _ NI '~NI 3G1t~l~ 3~09d 3'IOHN~fW ~ 0 Xo ~I I ~ or w~ I. ~p ~ rt z _m_0 ~ ~ I ~ I F}j 0 -0 ~ ~ ~~zz o ~ s z ~ o ~ I f aw '/gIYH.N ' r~~r~~~.~r~ I ~ ~ v ~ o _ - - ~ ~ - I T~ 1 I ~ / 1 o e I ~ .r.r - I EXISTING SOIL PAiH '-0 I m - - OSSIBLE DJOINE VERLAP - 1i W w cn I ~ 0 ~ m I w~ta ' I I ~ w w m Qw I c Q ~ z ~~m QQ. I - z ,n ~ / ~ 58LE _ 'l3 WI~I j I~'89£ = 1 '/~NI - - - - i - _ \ ~ w 0 Or ~ ~0 I ~ ao ~ ~c ? Q zmz0 = ~ I 'v21 ~Ct'v21~ 3~09'd 3~OHN'dW 189£ I /~NI ~ Z ~ ~ ~ ~ z z ~ 0' Fwd ~~>y o I O _ ~ ~ ~zz I ` ~ x ~ ~ I ~ wwQ I _ _ m@ EIP I W I 1 / j w I J i ~ ~ I I Qwm° i a~ .oW^~. w =o °w`~ri Z I W I r w I ~ Z W~ I w 1 w ww~ i cp 4 F- H _ - I ~ odz _ _ - _.___EIP I F- z~ns _ - I Z ~ I Q f~ I ~ I I 0W o 1 ~ 1 ~i o I N~ O ~ I a _ ~ I ~ i I ~ S ~ ' o I ~ ~ I i N I r ~ I m~ \ ~ 0 I o~ I Q I 61r ~ w I Warm i a o flj JNmI- I ~N w ~ti ~Z i 111 ~ z3 w Z Wg°ie ~ I z w < w ~^w I • ~a w o~m ~ I \ (KZZ ~ ~ I z "O ~ NWF4 N~ N J ~ I ~Q I ~ ^W z m~~ ~ 'N, .I.- o ~ ~ Z~ ~ I ~ o Q m oo pQ I < U _5Z8£ _ 'l3 WI?J 6mLE = 1110 '~NI N ~ ~ ~0 I ~ ~ ~ \ . ~ ~C1V'J~ 31~C wo ~ ~C1V'J~ 3/~09'd 310NNt1W = . 9~ 0L£ I ~NI z ` ~ I ~ I ~ ~ ~1 I ~ X 'W I ~ \ ~N ( 0 I mp I \ ~ I \ ~ ~ I ` ~ i _ I y ~ I ~ I ~ a ~ ~ I I ~ ~ ~ ~ ~ ~ / aW I h I as / o ~ ~ ~ ~ I mW fi ~ ~a I o I I Q~ X ~ ~ ~ ~ ~ ~ w ~ ~ ~ 4 ~ ~ ~ w 0 \ 9 / i m ~ Qtr ~ ~ In ~ c~w ~ ~ 06~z~ ~ \ ~6 z ~ ~c ~ ~ 0 o ~ ~ ~ ~ az ~ W ~ ~ ~ O ~ ~ / 6L£ = 1 0 '/~NI ~ + ~ ~ r - £'16E l3 WI?J i - - - - - \ ` ~ \ ~Cl'v'ZI~ 3nc ~Cl'v'Z{~ 3~09'd 3lOHNb'W = ; ~ w a I 0 r ~ m 1 ~ w 0 m~ w,~ ~m Q a ~ ~e ~ w / w ~ x u O~z ~ 0 z ~ , Z~ Q-zz z z ~ LL I Q ~ ~ F~-- J ~ ~ 0~ 3Nil J31b'm ..8 Gib ~~b5 510 _ 'l3 WIJ L'£8£ = 11'10 '/~NI 9 - - ~ 3lOFiNV'W 0 ~ ~ @ ~ r @ ~ 9 ~ m ~ m ~ ,V/ REVISIONS 8' MAXIMUM - ~ SILT FENCE 1 10/24/01 REVISED TO MOVE L1NE AUTAY FROM BUFFER 2 l 2~~ ~,VuJ C S LTA MIN 10 CADGE SILT FENCE UNE WIRES 3'-0" G ~I~ ~ MIN 12 1/2 INCH GAUGE ~t "C ~ u ~ 0 INTERMEDIATE WIRES P~'C~'t~ d~J S~ GIZ'(~+ct t. Z 0 ~ ~ GRDUNO SURFACE 2'-0" MIN ~H CARP AR NOTE: PENNON DR/ VE ESS ti ~ SILT FENCE TO HAVE MINIMUM 12" COVER ~ ~ ~ ~ 50 R/W 1L 3 ~ I C ~ , V`w r ~ \ TEMPORARY SILT FENCE DETAIL ~ I N F I ~ a 10361 ( NOT TO SCALE ~ ~ ~ ~ ~ 13 ` ~ RANSDALE f ~ l - 71 ~ N.F. y ~'G~11EE or .'S• 993 P . 6 ~S~~lBrc~ Ltitt~ot*L ~ 5. . 1 ~ ~D t ~ G T q ~ t - I 1 I I I N V• 1r ~ s A~'CTaG~~ ~ o St~Gt ~ 7 i 1 I 1 I I 1 / , ~ / ~ ~ T ~ , l i I 1 7/ ~ ~ 1 ` ~h~ ~ y ~ ~~w ~P~O~ 7 ~ , ~ 1 EXISTING S~k G~"~I D P~ ~ ~r~w F G EXISTINCs UJER o~~~o m 7~ ~ ~ _ I I EXISTING SEI.UER I TO BE REI' TO BE mVED 14 I ~`~o x M, B. 199 Pg. 7601 7~ ~ I 1 EASEMENT TO BEI ~ ~ ~7• I EXISTINCs SEUIER ~ 0 6m 120 4l , ~N ~1 ~ ~ EASEMENT TO BE p ~ i 1 I ABANDONED 1 ~ ~ ~ ABANDONED ~ ~ ~ 1 1 ~ 1 - ~ ~ ~ I i I - - ~ SCALE I" ¦ bm' a r~ - ~ ~ / 1 1 v, I I rev. ars.~o ~,v ~ /7 ~ 1 I I ~I I i 7 / 1 1 ml E,c~ i / J I 1 I 1 ~ ~ / I 1 b ~ . w _ ~ ~ = ara+ Burt ERIE ' ~ ENGINEERING CONSULTING S V C S, LTD. / J 1 p I ( ~ ~ / 7 / I I ~ ~ i~ A '~~I?. '~e ~ = = , v - - w~_, Q,~INI , .w'~ PO BOX 12015 ~ 7 0 ~ 1 20' ~PArNACE 1 MANHOLE 4 ~ ~ _ LI ITS OF , ~ ~ n G~ ,N.i~. ~ ~ RESEARCH TRIANGLE PARK, NC 27709 C?«t i ~ i ~ 1 EASEMENT 1 RIM 3155 ~ ~ I - 30 BUFFER GS - - -~,..•r ~ ~ o PHONE: 919-544-1735 - ~ O ~ EASEMENT f I M.B. 1994 I INV. IN 366.83 A V~ P .760 r ~ i i M.e. lssa ~ 9 I INY, OUT 366.73 , ~ ~ ~ _ ~ _ FAX:919-544-0810 ~ / / Pg. 760 ~ 1 1 b ~ I / - _ MA HOLE "2 Email: bwilsonCecslimited,com - RI 1368.0 3 , 1 , I ~ f' I - ~ IN1Y:-IN~361.96 8 j~' I 1 I i l { I I ~ ~ I I I I' I 250 OF 8 - - INV. OUT PROJECT: 250 OF 8 SDR 35 20' SANITARY ~ I t III I I +~080~e; ~ 080 ~e SLOPE SEI~R EASEMENT ` - i~ ~ 1 1 1 I I I ~ ~ I ll ~ I i ~ ~ ~ I 1 I I 283' OF S" SDR 35 158' OF 8" 5DR 35 ~ ~ / 1 1 I I MANHOLE "1 ~ ~ 1 I I I j l ~ 0.94 SLOPE g 0,61 qa SLOPE ~ RIM 3913 ~ 1 I I I I 198' OF 8" SDR 3 _.,390 I . IN 319.11 ~ I I OF 8" SDR 35 ~ 0 MANHOLE "3 X3,0 ~ 1 ~ 0b ~ SLOPE IN UT 319.0) ~ 300' OF 8" SDR 35 1 1 I i 3 SL PE RIM 13105 Nrv. xar ~ / ~I' ®2.85 9, SLOPE ~ 1 31 ' OF 8" SDR 35 I I INV. IN 364.13 ~ CLIENT: PROJECT LOCATION: ~ INV. OUT 364103 I ~ TOWN OF FUQUAY VARINA Main Street - Fu ua Varina EIP ON ~ ~ 5 qa SLOPE I LINE 2a cieN a /r 1 I I ~iM ~ e ,J ~ 20 ~G~I~f(~ q Y I '1-S aF Gtr ~ ~ GO MAIN STREET STATION LIMITED PARTNERSHIP Wake Count NCO E EIP / f ~ I I I I I I z 1 I~ I I I I I 5(lT F~C~j ~ rJ i'7n~~/n f 140 EAST SYBELIA AVE. Y ~ ml I I POND ~ ml Fl-t1,1, t,i~ tT•S of 15T~~ North Carolina ~ ~1.E•~i~..IC.I ~J~C-(' TO CQ~k. fk ~ . SUITE 225 ~ I I I ~ EI I I ? ~ MAITLAND, FLA 32751 5~ C~ETrq 1 ~ , p~oJC i - - I / ~ ~ I WARD ORIGINAL DATE: DRAWN BY: SCALE: ELEANOR I ~ ~ P . 6 EXIST?N~ December 14, 2001 BVW Noted DB. 2172 g - J T MANHOLE "I ~ 20 SANIT ~ ~ I SEIUE ASEMENT\ RIM 31123 REVISION DATE: REVISED BY: DRAWING NUMBER; INV. IN 3608 l OF 1 i~ ~ I / I i 1 47 _ . _ i i~ ~ / ~ I i ~ i REVISION DATE: REVISED BY: ECS PROJECT NUMBER: i i I 4j ~ ~ MANHOLE "5 NHOLE ~ 2839-A 1 3185 y i i 1 1' " S 35 ~ ~ RIM 3185 I 6 OF 8 DR ~j MANHOLE "8~ 2B5 ~o LOPE ~ I INY. IN 36851 IN 368.51 IZ~~aJ~ C~~JC2~"Ct: Mh+J ~ fi.. RIM 401.5 i I INY. OUT 368.41 m OUT 368.41 ~c~?S o v I Y. IN 83.80 ' MANHOLE I Y. OU 383.10 I 0 IM 3825 R 2 i ~ INV. IN 310.46 ~ I / ~ ~ I ! ~ ` ~ ~u .F'~l.l. ~Tt-1 t~C15~ ~ F(~D~ l ~ S of LS „l, W t~ l-o~t~~ T~ ti ~ < c' ~ t ~ ~ Ir+.1 ~~OC-To 2 I INY. OUT 31036 .38 0 t rU .sTicl, P~P~ ~ ~ ~,,,nO~~To ~0`la L>~" Zo s, I / II D . ~ L ~ Go t~K rrJ I = I g~l!~t~ ~o~ ~ T r ' I ` G o L.b.JA t o Q L~~ 1~DCP` ~ Cs~t+or~2h ~ T 2~ ~ ~ -C ~ ~~CI~ AXIS F~~QI.~c~~.1SD~l.~j ~ VvtOJ 1 lMU ~E T ~ ~ ~ ~ µI~ M, o~ •Pl I X 1 d . ~Ct - c~(~ 1 f 1. u v ~ ~iLPI l,C. \V t~ Cc~,~J d t ~ i ~ 1 ~'o !o A~ POND I I ~ ~ I pow ~J~ES ~ ~ ~ .E L,Jo-C ~ Sc~4. ( ~ o o ~~G~~ ~ YT , 1 _r~•, I 1 g 1 6 5 4 4 3 2 I w w w w W W W p Q D D D 0 ~ ~ ~ ~ ~ ~ ~ ~ w ( ( 0 W ~ J~ ~ Z 0 0 ~ 0 0 0 0 O d~ ,y . fQ ~ f4 r m ~ r- 0 J ~ m~ m~ ~r ~ Q~ Q~ Q m Q m ~ m Q Q ~ ~ W M ~ W„ W„ W„ W„ J A W J J J J W N W N W N N J 1_ J~ Q 0 ~ ~ 0 ~ 0 ~ 0~ 0~ 0~ = W = W ~ W ~ W w_ ~ =w w zw =w Z ~ Z ~ Q ~ - ~ E`~= F E z~ Z~ -.n~A - - Q- Q- E~ f Q FOL FIX Q _ Q _ X E ~ ~ ~ ~ ~ W ~ 405 405 I FINISHED GRADE 400 40m I I I ( 395 ~ 5 I ~1p p~~p p'I ( 5 395 I~ 1- I~ I - f~ D 181 North Harbor Drive, Suite ~ pavidaon, North Carolina 28036 soT ~ 39m (104) 892-6505 fax (104) 8W-6110 EXIST NG GRAD CLEARANCE 385 ~ 385 380 \ 380 315 CLEARANCE - - - FREELAND and KALFFMAN INC. 310 310 Englneers Landscape Architects - - 209 West Stone Avenue Greenville, South Carolina 29609 864-233-5491 365 36 5 Fax 864-233-8915 198' 811 SDR 315 250' OF " SDR 35 161, OF 8" SD 35 OF 8" SDR 35 3-1c, OF 8" S R 35 0.8 o SLOPE * 0.8 q, LOPS .85 ~e SL E 285 % SLOPE ® 5 % SLOPE 360 360 aQ r 191' 8" SD 35 18' OF w S :>R 35 m m m m vo r r dl r c+l r ~ .5 % SLO m 0 Oki % SLOPE 211 N fn N (n N Q - - Z z - - z z zz zz z z > > z z z z z z "~51TE 5ANITAP-"O' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1+00 8+00 9 0 10+00 D400 11+00 12+00 13+00 14+00 15+00 16+00 11400 6EWER FNL/rILE5 MAIN STREET STATION FUCLAY VARNA NORM CAWLINA i Drawn FK Job 99049 Drawing Date 2E~ SKS 11/305 16of REVISIONS I 10/24/01 REVISED TO MOVE LINE 8' MAXIMUM SILT FENCE AIUAY FROM BUFFER 2 t 2~ ~ l (i'~ Q,V~ C S l,T~ MIN 10 GAUCE 3~_0- SILT FENCE 5 u ~ UNE WIRES ~o MIN 12 i/2 INCH GAUGE INTERMEDIATE WIRES p~r,10 t~l of ~ z s GROUND SURFACE ~S~It, 7 2'-0' MIN D~ E ti ~ ( ND~: PENMON DR/VE SILT FENCE TO HAVE ~ MINIMUM 12" COVER 50 R/W ~ I SE'At ' 1~3 ~ ~ I 1 10361 ~ NF c~ l3 TEMPORARY SILT FENCE DETAIL ~ NOT TO SCALE ~ ` ~ ~ RANSDALE y, '~GrltEE• ~ ~ N.F. +~I ,~u~o2p l N 5~,, t~ G q L _ , ~ I ~ .1993 P . 6 71 ~ ~ ~ ~ ~ N Y. ~ ~ ~ t~ T 5~ ,I i i i ~ I / ~ i I ~ ~ ~ i EXISTINCx s~ awl © P ~ EXISTING `IrIUER °Jt~ ~ _ I i EXISTING SEWER I TO BE RE TO BE RE mVED I x 0 bm 120 ~ I EXISTING SEUJER N M.B. 199 Pg. 760, / i ~ ti EASEMENT TO BED _ IN b s ,N ~ i EASEMENT TO BE p / i i i ABANDONED ' / / I ~ ~ ~ ~ ABANDONED ~ 8CALE 1" N bm' 1 ~ i 7 ~ I ~ a l ~ ~ / I I / ~ 1 ~ / , / ~ { ~ I ~ 1 i NIY. J65.J0 ~ c~ ~ / I r' I ~ w~ y~~ . g: / ~ ` ~rr.p / i~ i ~ ~ mi / i ~ o ~ ~ , _ ` - . - ara+ s~ . - ENGINEERING CONSULTING SERVICES, LTD. ~ ~ . M~• o ~ ~ . - = Q~N~~ PO BOX 12015 ~ ~ ~ - ~ t ~ GLE PARK NC 27709 RESEARCH TRIAN , / / ~ ~ 20' oRArNACE ~ MANHOLE 4 ~ ~ _ I ITS OF ~ ~ ..rN.... L . _ ~IMIj 6b G~ O 1 -544-1735 / / t I EASEMENT ~ RIM 3755 I < / / 20' SEWER 1 ~ M.B. 1994 ~ INY. IN 366.83 A I~ - - ~,..r„30 BUFFER PHONE. 9 9 _ ' ~ FAX: 919-544-0810 / / EASEMENT 760 ~ - M MOLE "2 Email; bwilsonCecslimited.com / / / M.B. 1994 P9 ~ iNV. OUT 366.13 , ~ / / / Pg. 760 ~ I U ' I / RI 1368.0 i 1 ~ ~ I l s113fi / ~ I ~ ~ I - ~ INV'. IN-361.96 T; ~ PROJEC 3 ~ I I 8S I I I ~ ~ ~ ~ I I ' -f 250 OF f 250' OF 8" SOR 35 20' SANITARY ~ ~ ~ I, ~ I I m.8m ~o 0.8m SLOPE SEIUER EASEMENT ~ s ~ 1 I f I i J ~ ~ ~ I `I f ~ ~ ~ i A~ ~ ~ ~ I 1 ' OF 8" SDR 35 ~ 283 OF 8 SDR 35 58 ~ ~ ~ f t I f / ~ I I MANHOLE "1 / ~ i ~ I I j l ~ 0.94 °r, SLOPE ~ 0bl ~o SLOPE RIM 3913 ~ ~ i ~ I I I 198' OF 8" SDR ' OF 8" SDR 35 MANHOLE *3 ~``~'o _-390 I . IN 319.11 ~ ~ ~ I g ms so SLOPE IN Ut 319.01 / 300' OF 8" SDR 35 ~ i I I ~8 qo SLOPE RIM t3~0.5 NY. 78U.6 PROJECT LOCATION: CLIENT: g 2.85 qo SLOPE ~ ~ 31 ' OF 8" SDR 35 I I INV. IN 364.13 ~ TOWN OF FUQUAY VARINA Main Street - Fuquay Varina INV. OUT 364b3 I EIP ON / ~ ~ g q, I 0 I LINE 24' PINE I ~ SL PE I t-~tit ~F G~,Q~,Jc~ ~FJE Zo ~~M~nJ~ GO MAIN STREET STATION LIMITED PARTNERSHIP Wake County I ~ ` N CNRNEa EIP / / / ~ I f I ~ ~"l~Ll. 5l~ FIrTIC~ ~,rJ 1~~/~ I 100 EAST SYBELIA AVE. North Carolina ~ mi rn~ ---J I I POND 1~t1.1, l,i~ lTS of ~clsT~^I c,~ ct.E~~~.l ~~cj' Ta cQ~"K. fx ~ , SUITE22s ~ z SF MAITLAND, FLA 32751 i ~ ~ I I I I i i-- I EI I I ~ I ~ ~ P~JC ~ SCALE: b ORIGINAL DATE: DRAWN BY: i NOR WARD ELEA December 14 2001 BVW Noted i i~ ~ I 7 P . 6 EXISTING DB. 21 2 g MANHOLE ~ . - J / / i REVISION DATE. REVISED BY: DRAWING NUMBER: RIM 3'11.23 ~ X 2m SANIT i i ~ SEWE ASEMENT\ INV. IN 360b 1 OF 1 ~ i ~ i ~ / ,'r- . REVISION DATE: REVISED BY: ECS PROJECT NUMBER: ~ ~ ~ 83 i i ~ i 5 MANHOLE i i ~ ~ ~ RIM 3185 i i I I61' OF 8" SDR 35 ~ N 36851 MANHOLE "8• ~ ~ ~ ~ INV. I JY. IN 368.51 ^~~ir NthtJ 2B5 o LOPE I I 4015 i I k INY. OUT 368: RM I JY. OUT 368.41 ~ . _ . I Y. IN 83.80 ' MANHOLE I Y U 383.10 I 0 RIM 3825 Z .0 I ` . ~t~l, wt~ t;"XtS~~, Fl~~i~solt.S ~~~F~I~~ w~~~~r~~ r~ ~ INV. IN 310.46 ~ ~i ~ c _ vU2o•s'GQ. PIPS ~ ~ ( / INV. OUT 31036 ~ o ,38 I 1 ~ ~ r S~ it D v • L Oft M%~`~. 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I~ o ~ ~ I o~ 0 h w I I o. z ~ 0 ~ cA ~ 0 ~ 9 m ~ - ldm m ~ 0 ~ Qm Q~ Q,~ Qm `r !X m ~ W M W n 4r d 4 m w w N N Ill n w W„ ~ u J J p ~ N J p~ ~ p ~ p ~ 0 ~ ~~Q 0~ xw iw ~w 0~ 0~ 0~ zw zw zw ~w W. ~ iw z z z z z Z~ X~ ~ Q~ Q~ Q~ Q ~ Q ~ Q _ - - wtr ~ ~ 405 la 405 I FINISHED GRADE 400 4m© I I t( 5 5 t 39 5 I 395 181 North Harbor prive, Suite ~ pavideon, North Carolina 28036 390 ~ fax (104) 892-6110 EXIST NG GRAD 10' IN. ~ 385 CLEARANCE 385 I I ~ I I 380 380 \ \ 7- 315 CLEA NCE ' I I I • _ FREELAND and K?4l,FFMAN, INC. . ~ 310 Enylneers Landscepe 41-chitects 310 ' - 109 West Stone Avenue - - - - - - - - Greenville, South Carolina 29609 864-233-5491 fax 864-133-8915 365 365 198' 8" SDR 5 250' OF " SDR 35 161, OF 8" SD 35 00' OF 8" SDR 35 -310' OF 8" SCR 35 08 o SLOPE 0.8 q, LOPE 0S 9o SLO ® .85 % SLO=E 2.85 % SLOPE 0% 360 360 - ~ r m r`)- 1 %R M m v, 61 ~ ~ ~ 191' 8" SD 35 - 18' OF 8" $ R 35 ~ ~ 5 r, SLO ~ I r. r g ~ ~ I I -0 0,61 % S OPE r N Al r K1 N N N f- N ~ N N - O - _Z l z z z z z z z z > > z z z z z z - - -I- f I ke..vff6ITE 5ANITARY 12+00 13+00 14+00 15+00 16+00 11+00 0+00 1+00 2+00 3400 4+00 5+00 6+00 '1400 8400 9 0 1000 1000 11+00 h 6EWER Pmt,/rILE5 h STATION MAIN STET FUMAY VARINA NORM CARXINA Drawn &IF FK Job Drawing 99fA49 2E~ Check W's Date 1lwm iroof