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HomeMy WebLinkAbout20060138 Ver 1_Site Plan_20080213Sheets f or Index o et e he e lonol S mbols 4 For Convent et F e She Se Y OF ~ ~ , r / r i ~ ~ i ~ ~''iN~~flpa3ldM !i ~ '4 ~ r 1 ~ i .r ~ ~ ' ~ ~_4~~U © r r ~ ~ r 40 r r ~ r ~ \ /tea r ( \ `C_ r , f ' ! ` ~ r ~ ~ 4 v ~ B.~~w~,~~ cHr~r~~~ Racr~ ROAD r 0 4 r ~ Cl Ur ~ ~ 0 0 , ~ .,,1? 0 ' 1rLFaRD ~'OLLL~GE ROAD ! 1545 H 15 tsoe J~ 1 NEYROCK ROAD r m , ~ ,4 ~ ~ r 1 r .20 213 J~ , ~ ~ + • ~ ~ ~tG A~'D DRArNAGE r t, 552 F,,, 1 ` ~ ' r 40 , HORNADAY ROAD ..........~r..~ 1 4 ~ . ~ r . ( I i ' ~ ~ a ~ f ~ ~ _ / $ 4~ ~ ~ i _ _ - S 1 + .32 L P C TA. 5 95 ~ 1 YI Po STA.IO+OO.O a= 4178 R POT ST A.14+85.45 MMD ~ 1656 - 'ip ~5 r ~ 1632 N CTIDN TRU N CO GI N ~ 1541 ~ 1641 0 ~ 16 ' + .85 A. !0 58 ST ` ~ ~ +a ~ 1565 1886 I o . a ~ 1877 ND CONS1 E D CONSTRUCTION + STA.I3 25.! ~.I3+250 i i ~ ~ i ~ ~ ~ ~l 71 r MN R oC K RD. ~ ~ ' .I1+95.13 PCSto 11+95.13 o j ~ ' ~ ~ I So + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - +2z.93 ~ Pcsto. 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I~~¦ ^ !BY OTHERS) M'~, F A~ S RUC IDN DCONT EN SON STA.36+75.09 END CONSTRUCTIO qnr o~ c~NSaoRO 4+4I.8 STA.I RbADWAY RESIGN c ~ ~ ~ gar ua a r r ~ r rr ruw~ . pN M1ST ENGINEER •421 Fayettev111e Street lTY ,x~;~."~~ X511. P ~~itdfgii~~ $Ulte 1303 , ~ 4 ~ R4 h) . W~6ar Smith Assaaates ' = 40' HORQOMAL AND PRO 1 - 4 V~iICAI. IPROALQ 1CAl ~ROALq . ot~, ~ d;ground ~ r CAR ~i,. GH . C. 27b01 1 ~ ~ m clty ...f F~ RAL~I , N ~ 6___.;1~:'~ .b ` F ~`~~a_ana~a rt 1 ` ~ DCIASIl161C TYPE COWfRACT GOMRACTOR ASBUILTT' N1i1LDlUE BENCH MARKS ~ CITY OF GREENSBORO lIYv MVIN 4w ¦aier a r' C A XIS E At L qk cool Traf 173-2606 COGlGuilf_ „ 73-2084 022609 ROADWAY ENGINEERING DIVISION r1 Wa r t ~.~•,+;i r.173-58R 5 COG i HORNADAY ROAD Tanks :Tr SEWER S r..: M73-2569 ! 9 +++u++~~ Q 400T 5t ti~; . . , HEFOItE YOUDIaf ~i WATER w- OEM BY. TrTLE SHEET -OF 4.`.'~aa"'•,•~•ww~YC,3ti„r;,5,~if' ~r:`+.s! .~o~ E~. A 1-800-632-4949 C~~ ~I mwxx ( I COMR/ICTSHEET r r I OF i I r I DITCH DETAIL A ! L STA. 11+50 TO 15.50 LT SEE CROSS SECTION§ I I ( Not to Scaie) t 1 •1~R~ Fili Noturol $lo e i r ~ ~ 0 Ground LP P ~ d - 2' MIN. F o~, i' ' ~ , r / r , ~ ~~,'I' + ~ ~ zz T e of Liner - ASS W/FIBER MATRIX r I! i ~ r ~ I I, i ! (SEE SHEET F21) Ir, > I! ,';I~r;' ~ ~ ~ l PpT St YI CURVE it+v. a4s I, , . i ~ d• I4•,3p~ ps PI S1'a 13~f18.49 -L- CURVE C +'r ' r ' P1 Sta 1725.55 END CONSTRUCTION ~ ~ _ ~ Pr S~`o, / . D r 32'!0' 29.0" lLT1 D = 89' 14' 412" (RT) TIE TO EXISTING PAVEMENT ,>';8~~~p; , 4n~~5 D =11' 15' 00.0' STA13f73A5 > ~ ' ~ ~ ~ a 224 X62" L = 793.29' ~ O ~y T =1!5.36' r y T = 502.63' I p W R = 509.30' TEMP.SEDI~fENI' TRAP S i~ ~ ~ ~ SE = 06 161NX32'LX35'D,W/ 4'WEIf~ , , RUNOUT ~ 15a ~ /V !~I c CRC CURVE DESIGN SPEED - 40 MPH \ auNs To sriuwnv , ` ~ ~ ~ PI Sta 1075.21 v~~v~ ~ IN POND / + / I~ _ , , \ ~ , r r , III I . , I ~ REPRESENTS EXISTING PAVEMENT . -YI- PAC Sta.12~50A i~ ' D = 55 28' 06.1" IRTJ ' ~ ~ ~ ~ \ ~ ~ - - - _ - -;`;11~_ _ _ + I ~ ~ i I ~ 't ` + CUR$'1(ND G~IT FEf~ T 0 BE 'REMOVED- / \ ~ I ~ -CRC- PO Sta.10~00.~ r ~ ~ ~ , D ~ 5T f7' 44.8" _ \ \ _ , GRADE ~0 DRA1N ANq-SEED. ' ' t T ~ 53,70` ~r "__-Iii - \ \ \ ` ROADSIDE' DR'CH, , / / r 1 ~ / - ~ \ ~ ` / SEE ETArLA ' / r / ! I t ~ i ~ L 98.56' - , ~ , . \ • ~ _ - _ _ _ II ~ TE~IP.SEDIMENf ZRA!' A r I ~ \ \ t 9 / ' ' / , I 1 ` PC Sta. ll 93.y3 - ~ R a 100.00' 141NX81'LX3.5'D,W/ b'~WE1R. I ` ` ` J rl 1/ I I ~ t ~ ~ ` - - _ - - - - - - - - _ 4 I \ ~ ~ PROP6SED I I ~ ' ~ r / ~ - - - - - ~ _ _ ~ ; - ~ DD-M1L _DiSfURB..ApJ.DAA~ „ \ 1 ~ \ ` 1 + r ! I I I r \ _ k / ~v-=--- - _ - ~ \ ~ ~'9E OF SLOPE 1 , + I ~ r~ - , EXISTING ~ -a~o~s - ~ - ~ ~ ~ \ ~ ` ~ \ I / I I ~ , ROW , =~~fi - _ ~ L ~ ~ ~ ~ ~ + d , \ / r Q r.- r / 1 ! - TGE ~ - '-1LE=-=•~. T ~ ~ ` ~ \ + I ~ I 1 \ ~ _ FCC _ _ ~ ~ 1 , . ~ ~ / TEMP.CDNST. / ~ , ~ ~ ~ r ~ ' EX1'RANCE ' 1 .V...-Y-..y4...Y..V-"Y"'-Y•-Y-~'..-Y..-V_..V.._V-...Y-_` _ _ - - _I l ` _ ` ` ` V Y- Y ''~Y.r-V'•'~-..y "V •Y.-_V-1 ~ _ _ - ~ \ ~ \ 'SELL sours , ~ ~~i XISTIN ~ ~ ~ ~ Y Y Y - ~ ~6G` f r' ~ / ~ ~I'l =0 t 40G ~ X~ 1~ ~l ~ 87'47 53.7 - - - ~--Y""Y ~ -Y --Y- Fps ~r / III ! / ~ , , / / - _ _Y `--~----~-.~_-FOG' ~ ~ F / Foc ~ 6.00 R 1~ I Q ! ~ I ! ! , I -Y - - _ _ i c . , - , .-~FO ~ ~L '}Cw n n__w \ ` ~y^, 1 \ \ r r i `f,. _ ~S- 'S-.. - - FS 20" - - - ~ o "__^-a _ t t ` \ I + / F ITT ~ / ` ^h-rA i "11~VfY ..LL 1 111 1 _ - ~ _ _ - = x „ r " Cl1Y !T'S LINE r ~ F5 1 "1 fH - ~ i` ^-r ~ , T-EBPSED__ .'yi,% mv. G ~ p . wt r,_ r ~ t ^ ti ` ~ ~ TRAP P ~ 4, y se n 1 ` t 1 i , oHE~ 't i ` , r r: ~ t I ` \ -oHe ss ~ v` BELL ` ~ ! 1 ~ , ~ OI /5'WX30'LX35'D,,• !h 5Lx x12'Tf~K.G~{.AS~ A 1 ~ ~v T ~ o - ~ , ~ 1=~ IN ` I I ~ i ~ W/ 4'WE1R. +i irf W/ 5i SYt FF. 1 r `1 t ~ I ~ ~ ~ ` ` s ~ ` ~ C!7•Y ~ (fS ~ I ' ~ 'v I h i ` . I t t , t ` I 1 I ~ ~ ' 1 r I + ~ , ~ LINE >;I~+rrs uNE ~ ` ' ^1 ~ o e PT Sta.11~20.07 ~ ' \ , ,y i ~ ` i >n ` t ~ ` , I I 1 1 ~ ~s I 51,u4'Wx12'THK. 5 tr4'Wx12' THK.C}lASS A , 00 T m `~Rf~RAP W/ 5 Sri Ff F ` R S.OD' ~ ~ ss .50 11 I ` ` t i~ t ~ t t t 1 1 IM I IIj ~I / \ 1~ i Cil f / Rf~RAP W/ 5: ` + r r, 1 t ` ' ` ~ s ~ ' 1 I ~ I , R~ R 5o A1R~VAC ~ q%,ROX~gTf I Cp SUP CURVE SUP CURVE i RE>.~AS VAL ~ Ar~N r G PI St0 I*33J4 P! Sta 300.24 ~ ~ . , t 1 1 1~ j I s t ~ I 1 9 t ~ ~ / r BEG1N CONST CTION , 1 I 1 , F~$ , RANDLEMAN WATERSHED , B ~ , 1 I , I , II 1' P a 71.46 . Sta y\' ~ r 100' 33' 162" (RTl ~ ffi 37' 46' 032" (RTJ ' • ~ ~ I D ~ Ill' 47' 47.9" D • 25 53'57.9" BUFFERS. TYPICAL ALL SHEETS. TIE TO EXISTING PAVEMENT 1 ~ 1 1 I 'I , 1 I ? + r f t t / +5'Lx4'Wxl2"~TNK.CL(ISSS ~ ~ I II I r r ST A 1058.65 , ~ ~ I ~ \ r 1 1 ~ , I , ! / I ~ II ' ~ 1- T 10.71.46 , f ~ 05.00 , ~ 1 ~ i IRIPRAP W/~ 5 SY FF. , I c ' -g, ~ ~ ~ I T a 61.68 T • 72.86' / 925' L ~ N U : EX1ST R/W , r I r ~ PROrQOSH01~0 r l ' T ' k ~ ` ' I r / ~ 1 m , ~s' sG ~ o , L = 89.94 L ° 140.40' 1, 1 ' I I I I ` 1 1 ' r r 1 1 , _ ~s~~ it ~ , I I r / , ' ~ • ~'oti ~ ! ~ _ _ ~,~II W R ~ 51.25' R °213.00` , ~ i ~ 1 ~ tP St .15+~5.~2 - 'I I. I r / I OC h ' ~ ~ ? ~ ~ , r' TCE 1( ~ ' OT Std?9} ,0 -YI- ° 'I I I I . > o I~, I ~ ~ ` 35.00 ' r ~ ! N POT Sta~l4*,~~5.4~ Mp/D~i I I s I b- INSTALL TD WHEN REMOVING + 1 , 1~~ I ~r + ~ ! , , , . I I l EXISTING DRNE. I I ' ~1 1 11 ~ ~ I I I I I, P I~ i e l t r• ; X55.00 ~ / ~ ~ IN I ,~I , - , - ~ , ` s I i ~p I I ~ I ' ~ ~ ~ , - I I I" \ 1 1 t 1 ~ I 1 1 1 1 y s Q rr""t~ • p ~ I l i 1~ 1 t 1 I I I t ~ ~ ~ Y ~ ~ ~ PC 2.27 O ~ I ~ ~ t 1~+ ~ I ~ ` I t ~ 1 1 Q I 1 1 I r r(1 ~ a I ` ` 1 t 1 t 1 I I I I I 1 J r yR p \ti I I I \ 1 \ t I r ~ ~ ~ Q N V 1 ~ ` Ito `t + 1 1 i 1 ' 1 s ' t ' ~y I I ~I ` t 1 ~ ' 1 / ' / ~ ' 0 ~ 1 1 1 , `G Q \ ` \ 1 , 1 1 l 1 l WI I w' 11 m a r~ \ \ y t 1 1 1 1 1 ~ a , A'O/~ V 1 1 1 1 t ml I I / ~ 1 a W V v `v ~ \ 1 1 1 l 1 1 1 N1 I .~Q ~ 1` ` ~ ` ` ~ , , ' ~ D ~{R I ' BEGIN ~ y ® G", ~ ~ V t ONS~'RUCTION~ ~ r ~ ` ~ } 1 IY - BEGIN 8' ~iHA1N J/( ~ ~ ~ -1 + 1 1 l ~ 1 I U MRS mP! , 1 ~ m, 1 NK F 1~ ~ t 1 I t 1 1 Sta16~E \ ~ ~ ~ 1 \ t 1k~ 1 1 ` StaKg65N~E V 32' RT. ~ ~j~ ` , ~ ~ , ` \ t 1 t 1~ I V I 1 1 I ~ _ f 1 1 1 1m V t 1 ~ Gp~ Ul I'~ 1~Y~ANI EI~.~ ' G1~ { / 1 1 0 S r HIG \GALY Z UT_, q`\ W t~ ` t1 1 1131 --~r ` ~\CltKVN LtN(~ FENCE o . WITf~.PRNA&Y SLATS K FENCE ~ %~r surs J I I / t / 1 \ r \ \ ~ \ ~ ~ ~ \ \ ~ ~ Q /1 ` ` ~ \ 1~ ` ` ~ ` ` MARTIN MARIETTA DRNE , Q ~ ~ ~ ~ . ~ ~ , ~ J PI Std 1126 e, ~ , PI Sta 13 43.90 G D ~ 26' 42' 23.8 (LT) ~ ~ s f ~ , D 32'44 25.6" ~ - ` , D 28' 38' 52.4 f ~ , ` , , V ? ' L 219.68' I ~ L 93.22` ~ ~ , T 47.47 ~ 1, _ , , \ , I ~ , d ~ t R 175.00` R 200.00' ~ ~ ` ~ ~ ~ ` TCF \ \ \ \ ` TEMP.SEDIMENT TRAP B I , \ `FQNER POLE ` \ ` \ 2O'WX66'LX35'D,W/ 6'WE! d ~ ` ~ ` ~ \ \ ` \ INSTALL WHEN REMOVING . I _ I ~ ~ BY UT! 'COMP ~ ~ \ ~ ~ ~ \ \ rs EXISTING ORNE. I 1 1~ \ - ~ ~ ` ` ` ~ ~ P ~ .SEDIMENT TRAPS ~ ~ \ ~ ` \ \ ~ CLEAN OUT - OYX~35'DW/ B'WE/R. ~ ~ ` ~ ` ` ' ` ` \ \ _ ~ new P~Iu~ION OFTHE ~ ~ IRUERT ~ tai \ ~ ` t t \ cmro~c•o~o ` , ~°CStQ..laoooo , , , , , , , , , I c~~., o I Q PIP ~ NVERT - _ ~ ~ ` \ \ \ ~ ~ \ , t \ INVERT ~ ~ ' • ~ ~ ` ` ` t ~ ~ ~ew 'E STING RIP _ ~ ~ ~ ~ IN -864.00 R~ o 'a ° ~ ~ \ \ \ . . , ~ t T b a\ t~` 1N S'TR SON ~ W ~ 1~ I I ~ I I I To~€xlsT.! ~PAV~ME~+T , , ` 1 I I I , , , , Ili ! 1 „ ~ ' , I 1 „ 1 I t 1 I. 1 ~ ~ ~~11 \ Ir rr r t' r• I r 1 4 1 11 `1 I 1 I 1 1 l ~ R~ IIII / ! I ~ ' , ~ { I 1 I 1 1 l 1 ~ y III ~V ~ f rr 1 r II \ SQ `1 1` y 1 11 II I 4 I 1 1 y i r Ir ~ D I t l, l+ 1 1 I , ~ + 1 0 1 N ROADWAY DESIGN = ppl MIST ENGINEER 421 Fa etteville Street ° ~ °r 1°~ ~ r ; G~1 Y ~ r it it o ~ , : ~J ~tlll TY PR ~tiritu~urrrq Suite 1303 , a'~ CHyofGresnsb~5rs~;Underground 0 ~p CAR r4i, UVilburSmfth I'=gp'f{QRQQNT~gA~. 1 -4 VERTICAL b ° fa'" on Re nests ~ o Fc ~ ~ ~~~„0! . RALEIGH, N. C. 27601 m locates In rmdtl, , , i 4 c~ o ~ TiCAL E$ Ir' 4~ i0 14 ,r, O w' t'M IJ_.__ D__...-....I1..a ~..']79_9R79 ^1 ~ ~ ~ ~ • • ~ N't AMA?N TIOC PMfI~AM MAIT~AMl1~ AQO1 iIT elms Here Blau neiC QCAI(`LI AAADIIQ .InAhi111111FR P~]E160 rr`I11/ nC r_oc~~~eRn~n LW eawr nuww wy~ w.+ ww „JW Z e-vt- GDOT TrafficS bn`a]o a m SAL COG/Guilford.Co. telecom X373-2084 y = Rpgpy~gy ono BY. ENGINEERING DIVISION m ° COG Water ,,Su 1 . _ 373-5855 022fi09 ,b Tanks/ !',Treatment Plants ~'~i'. SEWER wmm BY.. HORNADAY ROAD awe. INt; t GDOT storm water- X 73-2569 BBFOREyOUDIG! P?` Moo BY. EROSION CONTROL PLAN '~~~C uG~~? WATER i CONTACT ONE-CALL CENTER zS /11111111111% A OF 0 1-800-632-4949 '1, 51DEWIUK CONiRACTSHEET s I I I I I I 1 I I 4 i 1 I I I I I I I I I I 1 I 1 I EB ~tlN I I I OI89 ~N I i I I I I I I I I I I SUP CURVE I I I P! 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I 1 1 ~ + ~ II ! era. + y ~ -CRC- POT l3 58.89 ~ SED.STORAGE BEHIND ~ ~c BBO.5D ~ I I { ~ ~ 1 A ~ I l two 3HO / ( TEMP.PIPE INLET PROTECTION. ~ l I , I + ; ~ 4 ~ ~ + ~i I~ N ~3H0 I`~ { J t ~ ) - -i. / 3H0 I~ I 11 ET 4 J ~ - - 00 H FH 1, e 1 I 9 / ~ RIM EL. 3.50 I l ti r' i ! rl i 1~ i ~ P! l~IIDNT NAT'(IRAL GAS CO. ~ = ~ L ~ ~ ~ _ _ _ a.~ ~~.,,.!ry,! 00~ ^ ~ - , 00~- ~j\ \ I \\FH THROAT .882.5D , 1 ' r '.11~ I I~ ~ ; ~ c~ I li PROP'OSED T4E I ~ ! I • I I I 7- ~ ` ~--I--- I ! H' MNEY ROCK COURT I ~ I I - -1- - - _ _ _ I II I ro' li IcQNC. OF SLOPE ~ V i S 128 27.0° W ,-CRC- I y~- I- , ! H I AV J I I I~ I I IN7 .92 i ~ {P., J1 ! 1 ! - I-- - -f- ~ 1 I x I ~ 1 1 I f l I I I I + I , , l TIE CNIMNEN ROCK COURT I I J ROADSIDE DITCf~ / I I / DITCH TO NEW DITCH I / I I I _ _ ..`_n__n__n__n n__w__n_..n„p _ I I I I I I 1 =`J" / S /6ETAIL c/ J I I I I I 1 I \ r 1 ! ! , ~ I I ~ ~1~ !I wv ~ CH~'CK DAM x x FE x LNG - /W , ~ , F P,- --L- I I 1 ~ 1 < , \ - ~ - - - ~ - E_ ! - - -r` - 4 - - _ _ - - 0~' ` ~ -RI RAP W/ - EX15 \,R/W ~ ? ~ - ;00.00 ~ ~ ~ I ` \ ~ / 1 I . \ \ ~ \ A4V. N ° R ,uoV DI 9~ ~ ~ ~ TNR Ell. 873.14 I IB ! ~ - 69,59/ ~ ~ ~ , , , 20 i' / t'~ -n ~ \ r` ~ 6'47 / ~ ~ ` ~ / ~ , O , , i ' 30.00 RT + a , , 1 I , Q 4?Op LT i ~ I ~ 1 ~ ro 1 \l \ ~ I , I I I r ~ r + i ~ / - rr . , / 1 ` 1 i \ 1 ~ \ \ , 1 i i i tD ~ ~ l \ I r C ! ! I ' ' ~ W 1 • ~ TEMP.SLOli DRAIN ! r - _ ' ' ' ' / ' - - a - v 1 I ~ ~ / / / N ~ i - 1 I !2'COR.PLA6TIC P1P~E ~ J , ~ -T - ~ ' N1DH vaiTADE ' / ti - ~ 1! ~ ~1 v v v I ! / / r J / l , ` ` ' ' - TRANSMISSIOpI' / / ~ i" p ! 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I I D, U' 15 06.x' _ „ „ , 'i'/! i'/,,''! i/l l!l L SSEEZCR50SST5ECTI0N~RT D ~ 1~3'~6'36.9"(LTJ ~ t Not to scale) D -15' 04'90.2' / II l II I / / ( s/ / , ~ , / ' ~ rll Ilrl {III ( / / / / / , Natural " Fill L'7J~~«28' t / /L 17~~L.T ` ~ J / / / / / / I I I I f , / / , / / / / /J ' //Illrlll) IIII I / / , / / / / ~ ~/~Q2.&3~_ / / rll~llll Iilll ~ , / ~ / , ~ . ~ ~ / Ground Slope T 577J9' ~ , / s- / a / / / / / / / 1111 III 1\ II , / / ~ ' / / / / / I I ~ / / / ' ~ ~ ~ ~ d'1' MIN. / /R,/= 5i?9.~Q' _ r III II' , , / / i III II / / / / ' ~ R = 380.00' , / / , / / / / it Il / \ , / / , / ! / , /e ~ / ,III 1 ~y/it'f i / f , ' Type of Liner • SE " 09 ' ~ ~ ~ - , / R~IN~UT, 150: - , - , - , - _ , i 1 , / , , / ~ / / 111 \ \ 1 , , / , , GRASS W/FIBER MATRI RUNOUl • !00' ~ 'f (SEE SHEET F21) / DES'IGa f'E~D' , 40 ~IPH, , - , - _ . ; . , _ , DESIGN SPEED = 35 MPN / / / / \ / / / l / / / / , , ' / ' , J \ / / / / / / / l / / , , , / / / / ~ / , / ~ , / , , / , / / , / / ' / / Ill / / / ~ / / , / , / / , / i , / / / f' r / / / / / / , / / / ~ ~ , / / / / / / / , / / l / / / / ` , / I / / F ~ , / / / , / / r' / / I 1 / / / / / / / / ~ / ~ / ~ / / / , / ~ r / / / / J / , / / , / / / / / / , / r f' / / / ~ / / / / / / / . / / ! / / V / / / / / / / / / / / / / / / / / / / , / / / / / / / / / i O, i \ I / / / ~1 / / / / l / / / . / / / / / / ' ~ i t / / ,w}w ,w~yMF YI 1F ti Ql y C ROADWAY DESIGN nA° o ~ ~ ~ I~ iyr o r c ~ ,~,pN MUST o ENGINEER s 421 Fayetteville Street r c r (r >6~ o~ ~ JL ~1LITY pQY,~ riUll ~I Q - l ti~ ~ Ro QD Irr,,~~ Suite 1303 , _ ~ _ , City oflGreensbnro;Under®round 5 ~,o rF CAS WlburSmith ~ _qp Hp(~QpMq(, 1 -4 VERi1CAt ERi1CAt b M Locafe's Infol'ITiCltlOtl/Re u65t5 ~oJ o ~ ~ ~ D~ RALEIGH, IJ. C. 27601 m ,r ~ ~ 4 i0 J ~ ~ ~O ~ - - . ~ Q~ o ~ t .wn.nnevn nnnm /ti.~i ~r ~nrr~~nnr~nr~ COG Mater Reearces Oepw 373-2U33 ¢ o r a m \-Q REMONS TYPE CONTRACT CONTRACTOR A~HULi AUIH. uAIt Aum.VAIL btNL;MMAMW Amnulvom 10° I.IIY Vt' VKttIVJ13V1<V o GDOT Traffic i§n6l X373-2606 y h SEAL - H ^ COG/Guilford Co. Telecom _373-2084 ti = ROADWAY ENGINEERING DIVISIONS COG Water Supp zY , - __373-5855 022609 grc a . . Tanks%Treatment Plante SEINER ~ •i'~(1'j~~ V"~ C GOOT Storm Writer. _ _373 2569 BEFORE YOU DIGI GPWATER HORNADAY ROAD SHEET NO. '~i ~~k & w CONTACT ONE-CALL CENTER A C OF EROSION CONTROL FLAN \0 /i~r ZZ, a 1-800-632-4949 n+?+W SrotwAUc SCAIE; HECKED BY. t~fIRACTSF~T ~ ~ '1 I ` 1 0~ DITCH DETAIL D DITCH DETAIL F L STA. 28.00 TO 29.00 LT L STA. 29.005 OSEC~IONSLT ~ ~ , i , SEE CROSS SECTIONS SEE CROS ( Not to Scole) (Not to Scofe) 0~ .1~~~ Fili Noturol .~:1 Fill Naturol 3' S1o e Ground ~P~ Slops Ground VP p -FUI ` Slope \ d - 2' MIN. F - 2' MIN. ~ d I ~ I \ 1 I l I T e of Liner - T e of Liner - , o SS W/FIBER MATRIX ASS W/FIBER MATRI MATRI ~ , N ~ E SHEET F21) tSEE SHEET F21) !A, ? I ~ t I ~ 1 t P! Sto 3119.28 I I I S + I II, ~ © / ~ D 113" 16 36.9M (LTJ \ 1 I I w~~~ l I I~ P = ~ 1 I,1 1 Q D 15'04'40.2 boa ' 11 n ` I I~ ~ ~ Illln I + I EXCAVATE !O'WX20'LXL9'D L ° 75/8' I ' , y1111 1 + • 20.E ) IIII SEQS(ORAGE BEHIND o r \ 111111 I IL I r I I I I TEJIP.PIPE INLET PROTECTKIN. T= I I 1 I I ~ 1 - r 111,11 I I ~ " R = 380A0' a II I INVERT rN - I I I +1,111 I I II SE m 04 Ihln li 11 ~ ~ y i TEYP.SLDPE DRAIN = r f 1 f / ~ ! 111111 I 11 2 -12' CARPLASTIC PIPE RUNOUT IOO' a n 111 , 1 1' + 1 \ ~ \1 lnlll 111 I ~m h>bl 1 DESIGN SPEED = 35 ~IPH 111 II II I I + , N}~ i 11 111111 r l l 1 I I I I 1111 I 1 ~ 4 I , (1 II I I I ~11I11 11111 1 1 1 1 1 It I ~ I 'IIII\ IIII 1 ' ` I ' TIE TO EROSION CONTORL MEASURES ~ I I 81' BRIDGE CONIRACTOR,Ti'P. I tli I II+~ 'I + 1 ' EXISTING FENCE 111111 +1I 1 (+E BETWEEN STA 34•T15 AND 45+00. r, ~ r 1111n Ililll I I I + 111111 f, 11 1 1 I 1 1 1 SEE NOTES. zo~~ F ' 11111 1111, I 11 PI SI Q 34 111111 11\11 1 1 1 1 I V I I I P! Sta 34+85A5 ~ ROACH SLAB ' I ' II 11 „ 1 1 11 I I 1 1 I TEMP.SEDIYENT TRAP L D¦ I5~ ~ • Il'!5' 00.8" (LT1 _,.,,`ZENP.SEDfMENT TRAP J STA.36+26.07 Ir r 111111 1111111 \ 1 111 NIGH GALVANIZED I41NX28'LX35QW/ 4'WEIR. 1111 1(11 it I 1 1111 CHAIN UNK FENCE SEE NOTES THIS SHEET. HORSESHOE INLET PROTECTION D = 15'04' D ° !5 04'40.2° `1~X30'Lx35'D,W/ a' w1ER. _ - _ _ _ _ - - - N , ~ , ' , ROADSIDE DITCH, 1 1 Illlllll II + 1 1 1 111'9111 ti IMIN.3'CREST WIDTHJ h11u 1 1111 I ,1 111 111 TIE TO ROADSIDE DITCH. 1 ~ SEE DETAIL B ONI i 1 , I j 1 L` 1141 h u I I ~ 111 ` SEE DETNL D.II SHEET F6. 4141 Illllrllll 11 1111+ ~ EXISTING F C L -11441' ' - _ _ _ ~ ~ r' E T~ ` 1 1 11' 11 ~ 11 I -----x- - T =57.64 111111 IIII 1111 11111111 - - - ` , r, T =57.64 l ' ` ~ (00.00 II11 Iill 11111 1 ,111 ..~k~ - - _ R ' 380.G 1111n 1111'11 II II \ ~ _ -1''~ --------_-fY~_~_ - - - ( VIII) Illilli111111 - _ - - --~w~.--- \ _ - X_ R - 380.00' - - - - - , ~ TCE TCE 1 ' - ` / ~ 11111 11l11iiliil ~ - - _ ~ 1 I I I 1 - - - - - . _ - - - - _ _ _ _ \ ` 'IHERE9 ENO- _ _ _ y , 35'LxN'Wx36' x aa~5 I , - - - _ - - - - , \ , _ _ 1 RUNO it I - - . - '0 RUIYOUI `!00'- ,~-°=-OHE--- ; - - ' ~ _-~l'rlll RIPRAP W/ ,~~I~~y FI~1I(1111 - - _ _ ~ C I''1r' Irlllul ~ - - - INV.~~.I~1,`.;``.`~, \ , 11 11 ' x DESIGN 111111 +11111111 _i- ? r ~ 1 5 1 1 \ ` \ 1 1 -4 DESIGN SP~f6^a 35'~(PH- _ - - - - - - . - _ !rl R1 111111 1\111\1 IIII - ~ 1 3 1 , I 1 1 1 / II ! 111111 11)1111111 111+ . { I Cm llMif$ LINE / ! ! 1 I I 1 / , i / / , ~ , 111111 11111111111 111111 v ` r ~ _ _ - ` 8 i I I 1 RDAOSIDB D/TEH, r r + + r ' / / i' i' , + ~p y POND , 1 111 I 111 . Sg , I ! I r I , I / , , , I-OT,~IQ 11111! II(II(I1111 111 ~ / ~ e r I 1 "'-I ~L Ir 1 1 I I I r/ i~ l~jt i -POT, 5ta.33~44.a8 -Ly~' ~ r ` ' , ! ' ~ ; - ~ ~ Z~ 11 11 1 1 I l 11111 1 1 ~ m • Sa _ I ! I I ! I , , / ~ ~ , , ,P'V I ,PAT ,~to:lO~OO.OU AFT: ~'A- - ~ ' , h ` ~ \ \ ' ~ , , ~ ^ ` - - , Rl 1+1111 1111111111111 I I I } - - - - ` i I ~ T~EAM',P.~SrEyDIMENT ThtAP ~ i I I / / , +IIII) 1111111111111 II1\ , m i i GVRX'IVrLXTDrW/ 6'WEIR. + 1 I 1 + , / , r r' r'" J ~ ` ` g ! ) I \ III / ! I I _~,N' r ~ \ TEMP.SEDIMENT BASIN E 111111 111111'111111 111 1 ` msm !rg i I I 1 r 11 r I 1 I 1111 It11r II 111 % ssm ° r _ ~s TE P.SLf~PE InpN i , r r , r I r I / I I 1 I 1 r 1 1 Y S m <8 - . 9g ~ F' N" ~ / ! I / / . , 6l'WX136'LX.~D.W 28' 1111 ! 111111111 I I1 + 'sa o,, ~ s o I I I , / ! I ! , ! EMERGENCY SPILLWAY 14111 1 11111 111 rm"as s ~ ~ J2'QOR.RLAST+/C PIPE/ I , I / I ' / , ' ' 1 I III r d ~ ~ / ~ I 1 / I / r { / / I F ! ~ i' I I 1 I I T~fP„S~Dl1IENT rR / 3-! IFIC I ! / / / ~ 5•INCH W NCH OR E i i I l r , A~dI' i I i I , I I I I ~ Y to I / / , / / / ~ %'r 1(~"-~ ; 1~\ \ \ \ / ~ \ 1x1 j1 SKIMMER OR EOUNALENT 1I I II I (1 ii I I~ 11 i I ~ ~ ~ , - ~ / I , , , / , lJ'WXSD'1~'35 D,W/ l4'WEIR„ , , - , , ; .r - 1 1111 III 111 . / / I / / I PROPP~S D/T , ~ INSTALL BAFFLES PER IMI~I 1 1111 I 1 - - e !i ~ , , ' ~ ii I IIII I 1 ~ ~ ~ / / / / , , , ~ DO NUT DISTURB ADJ.DAM. 1 (11 . 1111 11 r! 1 , a OF S4OPE~ ~ , - , ~ ¢t'.- G(A/JIN~ ~/+K~E.~' 11111 IIIIIj11 II! I+Ir / / / ! , ~ 9B I ~+f'// , ~ ~r i tx ¢t. . ~ j1 1 I 1 ~ 1 ! ^`~l IIIIII~ O J. G~ANSTAUGT TEMPgRARY SEQ?MENI' TRAPS. 1 I I l f 1 I 1 I 1 1 1 I , r • ~ , / / / / , ~ ~ ~ , ~ ~~y! { 111 1111 I ~ , / , , ~ B-~ / , , i I , /'~,,,,~,,/i'~F. i~ ' , " tr' MN III rlrr /1 ~awsrRUCr TEMJ'1ARAR!' ANERSIgNS? , 11' I i',11 ,~1~`!-1 \GALVANIZED . ! l , 1 ' / , ~ , ~ , ~ . ' Ill! Ilrl 3. CgNSTRfJCI TEMP.AOCK QAM JN STREAIf AT I l l ll I~ I III11 ' Na.FENCf- - 1 / / / / ~ ~ ~ ~ , I)OIVNSTI~E'iW t~IIISTAtIGTKNV L+MJI'SAOCK 4W SHALL 'IIII 111111\ I RNACY SLATS 1 , , , •.I ! ~ , ' - / I I IIII I I I , . ~ , . • , OLINSIS!' AF CLA55 B STdYE AN fILTER fAdtd~,B'N'10E AT III III 11 1111 1 1 ~ y---,.. , , ? , i l l l l ,11 1111 1111 1 I 1 I ! CI ' ' ~+i i ~i--F-.•,_--~%"Yd , , , ~ ~ , , , 30 CI N' -r~ r:E 7D I I II I r S I r / 11)Irl r rr I I / - 1 ! '.'/r/ Irll'hlll`? II I I l / /I/)/rrlrr + hREST WRN 3,I SL4PES FAL'E UPSTREAM WRN IP INL'NES 1,,11 111Ii111 + 111111 I , 1 ~ - • I , / ~ l I ~ 1 ~ 1 . / ! / Igpl ~ ! I ! / / l r ! I I / ,r ~ ~ I I I T / . ! / / ! /III I I ~I rH-w / t r r / AF "A BYLINE wa1J• ElEYATigY SHALL BE 1PBF.lAY T!>p h l 1, r11 11 I I i + 1 r T I , . ' r , I 11111 111\1111 11 I 1 , / ~ ~ , ,I ~ ' ~ OF BANK WIIN THE ROLyC A9Ull ~lllf ~ TO THE I I I r +I, Il I I I~}r+ ~ • , ' 1 1 / , / / ~ ' • , I I I' I , , . rbg t$ I I I I ~ ~ r~l! r 11111 1111111 N~ 1'111 1 ? ~I I I I/ J// !!I/rl\/rglll\I II ~ !I1 , / ) \ 1 I I I ~ I i ! 11 I I I I I I I r l r ) 1/ ! t r I Ir s , , / / TAP L>F TfIE BANK. THIS MEASURE WIlL 1tEkAfN IA PLALIE 111 I 1 1I 11111 I r 11 ss ~ r ' / ' / p / / / / ' ~ / , , ~ 1 ~ w~ v w~ ~ . D E1NA , - I , , t l ~ 1 / r , r„ I I) I I„ n , _ I 1 C td 416. I I I ri////l/'/ ~ \I'r , 11x'1111 I Ilhrl~~Iri IVIII ~ 1111!' I I DURINBCL~'AIMNBOFTNESIREAMt>IM1Y. 11111 1111111111 P ~','///i~/,'/~~~~~i'+aC' I' /I II / \ ~ICLEIiR SITE 11t I 111(11111 t1 e s / ' / ''r! I ' / //'r/ '/J / / / / 1 III 1 I ~ ~ I I!r ' I I 11 I Irllnlllr I I lull , I r, r I I 1 I . i /i \ I l I! 111 I II 111 I I I/ 11 1 I I / 11111 111111111 111 ~ ' / / / I/~ /Ir , , I / / ' / r ! ! ! 1 1 P 3.G1A4?S1'RUCT 71TACP LEAV/IVIB THE TIE Pd1VlS 11111 111111111 1+ _ / / , , , I 1 1 , r i , ~ ` I / 0 + ~ r 1/,/li,/// v ~/r I II1 II I IIIII))r)II if IIIU!!Il 11 l1/ p I I 1 I / / ' . ~.~~'/j//,/ / v ' 1 III III I IIIIfIUtlif r IIIIIlI~IIII)Illltlll I!! i I ) 1 t 1 1 ) / / THE EXIS?'JM9 SfRf~Yl LAST. 11,11 Ill 1111111 ~ , I ! / / ! r 1 i i r 1 , b' r e I , + beg ~ ~ ' ~ /i//i/''//¢/ 1 / ' r r '111'1 I I IIIIiI)IIII11 IIIII1111lIIIIII)III r!l/ / t I 1 l 4 I ! ! r '/r///'i Y 1 ' / ! / 'll rf I I IIIIIIII 1 11111111 illl~llllll 111'1 ~l! I 1 / I I +5+D1RECl FLOW FALaM EXISTIMB SIREAM TG NEW PIPE ~ 1I~ 1 III, III I1 ! 1~I 11 ! I r , ~ I I I I I 1 r e / , ` < < . f. FILL IN EXISTJNB SIIPEiW. !ill' Ili+' 111++ i rR ` / I / ' I 1 ' II 1 , V• btb - - 1^ ~ ri/ /i / ~ °1/ ' / / II II I llllllllll lljlllillllll I I I i / llf// , I I / I e ' / /1 / / , I 1111 1 11 11'I~I I I~ I I II l f l 1 I / ' I p ~ - - - - . r" / / ' / III I I f I pllllllllll llllllllililllllll Ir r1 I / 1 I / / / 111 11111111 11 III r -21'WA~42'L~(4 AW/ 91 EIR. ~ 1 , \ & OQNSI7QGCT FILL STABILIZE BANK WRl! EVEM' b FEET 1111 I I I I1 111111 I Ir I i' 1 I i ' \ ~a ' ' r r ' ~ = - . _ /9' TE~IP.SE6lT~M/1 ' ' I I I hlllu I I~lirlll nl1 l III, ' 111x1 l r +r / / - ' r / / , 1)II I I 111 1 i 1 I r I I r, / ,pe'- = _ _ ,I~~~:,; / fa'WX28'kX,3'b,WB 4"WI~R./ VIII I Il~hllnpl, 1 Irl,llllllillh4) r 1x'11 / r / /III / ' / LiF FILL WRN SEED ANp WLOFL PROVIDE TEMPQIRAAY ~ hl1 ~ Ill II1u111111 r, Ii h I ~ 1 / , + ' , . • • ' >a r=r rr` . - , /,//n, r / ' t 1 Iw II I I Ilan II 111x11 nll 111111 / 111x1 / r //!rl r ~ / . ~ , r r 1 r I 11 / / / . i r I ~ r 1 ~ /Ilq 1 I III1lllnllll Irrllllullifl+, III II / f / ! ' DIMERS117YYS AT Ttap OF TILL TO TEYPORARIr SLGPE r! 1 11111111 11 I II 1 25 'WX3B'THK.C.(~45 / / 3~,,.r: IIII 111Iu111i1u I 1~- ~ . ~ ae - TRAPS AT THE 1 111 ' 1 I 1 I 1 PRM W/ 94 SY , I l ~ - ?ae , DRAINS IYREGTEO TL1 TEMP SEp?llEA?f I I i 11 111 ul 11j1111 1 I \ 1 / r 1 / • , ~ - , , , • , - - / / / ll/ l / 1 ~ r r I IIN rlr II h l r/ ll 1x11 l / / / ~ - --'~j~- - ~ - ? ~ /v / / / I / 111p1 Irlhllll 1 /r%I I / ! r/ ! r / / / , / I r III 1 1 g / END [f' EALNI DAISALSt? INLpIDE' TEMP.QIVERSIgILS Ir I 1 11111 i 1 1 I P.ROCK CHECK. I I + I r I l ' I , ' II , • , . / ,'JI ' r _ r.. 1 1 r ~ 1 - I t 11 I r l l l l l l l 11 ! f II I I + .yV 1 / ! 1 r l r! 1, I I ! I/ I I// / ! ! I I 1 TD'-' «c 7 _ _ ~4ega~> "~1 ~ ? ~ ???~r// ~ ' /I~IIIIV 1/'11x1'"If'IIIU/1111!'//Ijr'111I / r!'I)'j' 11'11 r~'- /'/'!'I'!'!' ~g8~--~ ? '~,r , I ~ /I\\\\ /ll! Ilrllluh II r 111x1 f// //1/ ! / / AF AREA OVER PIPE pREG7ED TO TEMP.SEL>rXEA?!' TRAPS r I I 1111 I I 11111 III I ~ ce E NOTES THIS SHE 1 I / / r r ! , r r , / , I / 1 r , 1 ! 1 ~ 1 r 1 1 y 1 + ~-~--T~-~--! ~ - i~III 1111IIII1+111+11111 1 1 I I \ \ / 1 1 I I 1 1 i it 111 I , 1 ! , Il , J 1 I ! I i 1 11 ` \ \ t ` i ' . - .=~6f1,6_ ~ \ / .\\~,,~1r Illrrlrll Il ! III / / 1 ! I i t l Ili 11 111 f I \ , , I i r r l ! / f 1// 1 i 1 l , \ \ - 2 '1111 111111111111111111! 1 1 ! t\ //I / 1 I I 1 1 r Il rr ! / c I rl t r r I I 1 1 } 1 \ 11 1 \ \ \ + \ - - ~~{"l0~60.62~ ` ~ / ~ / ^ ,r r ~ / \>,~~-%/llrin IIIrIIlllill~lllrl I 1111 ~ r/1/ 1 / ' ! / I /r ` m~ 1 ~~1 / / ,'/,//y' ^ l / \.,w~','irJl I 1 rl Ilr II 1 111; /l' lr r I r r ' 1 ~r ' \ C m / / ' / ~ - % /r, !I Ill f r / I r 1 \ / / t0 /I/~_~?.,.. 1 i i fl x1111 1 !I! ~ , 1 ! 1 I 111i1 II111 it 11 11 I I / 1 , 1 11 r l! 1 r l I I 1 1 1 1 1 + v - - 1 II 11 1 1If 111 I \ / I / I I I f , ! , I 1 1 1 1 t 1 1 , \ \ ` 11111 ! rl 11111111+1111111 / 1~ 1 v I I I I I I 1 1 1 I r I 1 1 1 I/ r l l l 1 1 1 v 1 + 1 1 1 ` \ - - HM 1 PQ \ ^ r'" r/ / ' l/t~ \\~\i llr 111!1 11111 1111111 ! l l t ~ I 1 / I 1 ! ~ I' I I I III ` + 1 1 1 1 ! ~ 1 / r 1 1 ` \ \ \ 1 ~ - `87b _ I 1 1 1 11 1 11 I I } } I / 11 1 1 \ \ 11!11 ril ll 11111 III I . TEMP. ED1MErYT TRAP G I I I ! / / s \ \ \ \ \ ` Y , ~ - - _ "'-s~_ ~ ` t / ~ Q-0 ` /~'/ri%'/ ' t / Ilr ~ Irl1 \ Itrlulrllil111 / I r r / / ? / ' ` ~ ` ` //////l r / r \11'11 \NI1Ir1r1Il r/// ! , \ v / /--'~f / ^III 111/ v rill l r I 1 I 111 / / / I ' 11111 +,11 111 n i l 111 lIi 11 I r I I i, , .T1~4' 4'LX35'D,W/ 8' 4~F~1R y ~ 1 I 1 1 + 1 1 I I ' I ! 1 v v v ` ` v ` - - - - _ _ 11rq irr ri11111r II u1 / , I 1 ` ` br~E NOTES T~(IS SHEET. I I I ( \ 1 1 ! + \ ` ` ` \ ` \ - -ST~~sJ:yDAitD V Dfi ? / PJ? /i \l/~!/ / / / ' / ' 111\ Itl'I'!~ If 111111 11 1 I l ~ ! ! ! ! r ! t I ~ / - ST~DARD V DITCH ~ 1 m ~ .Z. ? 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I 11?fry LiMITS ir/NFIf if �� ! )� / S QOYYSI'AW LEYEL SPREAWR AND STAMI/ZL ! / ! r l 1 ;', ! , , ,1 , / ' ! ! i i ,! i \ (�' \ r t ` , , f r t ! ! ! i 1 , 6. BLOCK AFF INLETS 35 AND 36 AND DIRECT (LOW FROM ! r I(/ c0� t! ! ! { tt/ III. ; y/ I,r, \, r r r J , ! / I , t , ! i !! !! l/ .' i i t �, \ \ < ) _ _ / v n '�\ !! /1 It 1 `! 1/ r J / \ r, PROt�6ED IiDAAYAY T O TEitP.SEATRAPS Y AND N. !! i!' !/ 1 !! !! r t' I �,� ` i _ _ I t \\ �\ !! \i \ ! 7 -CO I'RtICT FILL AND BEW ALS ROAAYAY. \ r / { 1 I I \ AaKiST TEYP.MNNS AS FILL RUSES. STABILIZE SLOOM BIVHEN PAVEMENT IS 1NSTAL=fiEWVE TEMP.~ PIPE AND TEYP.PIUGS IN STRUCTURES 34 AND 3XOANME TO PROTECT /NLETSI. PLUG TEYP.P'IP'ES AT SrRLIr;Res AND REMOVE ENDs AF TEYP•PIP'E AT TGE OF Fa SLOPES UNTIL i'OIF mat PLUG END OF PIPE. +A MJST C vpL1 Ty pR�F�93" A BEFORE YOU D1131 CONTACT ONE -CALL CENTER 1-800-632-4949 ROADWAY DESIGN ENGINEER oNUUN1ii//i \A CARO` L � r r 022609 =� �F`''•``?vc! Nom:••'. ,�P,Q t GPS`. NEEM "`"" 421 Fayetteville Street ° a°� im lay ° r s r lr Ir, Suite 1303 WtlburSmith V = AY HORIZONTAL 1'= 4' VERTICAL . r ■ c 1 r t ■ . RALEIGH, N. C. 27601 w111SI m � CONTRACT CONTRACrOR AS -MILT AUKDAiE BENCH MARKS MBNUMBP KW160 CITY OF GREENSBORO ROADWAY By. ENGINEERING DIVISION SEWER DETALED BY, HORNADAY ROAD WATER„,� C EROSION CONTROL PLAN • I %WN0- OF OOMRACTSHfff pM ~a PI Sta 4961.04 Z k "Z D =13' 49' 43.3" (LT) . D =1'!0'09.5" ` ~ L =1182.65' ~l T ° 59421' 11 R = 49oooa ! r Nc r vo TAG SE = NC ~ NE N GN L E UNE SAFTY ACT J1 k WILL APPLY 1N THIS AREA D!lR1NG AN DESIGN SPEED = 35 MPH PI Sta 577325 lA CONSTRUCTION ACTNITIES. D = 525' 20.5" ALT) 11 rm>'.SEOINIENf rRAf' 0 AND R D =1' 12'44.8" ~ TO I~YiVN DURINB OONS7'.U1YI7L = ~ DUXE TOWER L 44.22' .ri~ . DITCH DETAIL E 1m S1lE 1S .~1~. ~E °~;t~' PROPOSED AREAS ~ STAt~fE ANO APf'AOVm T = 223.78' ~ ~ f L SSEESCROSST SECTIONS LT THE NC N1GN VOLTAGE LINE SAFTY ACT sLDPE STAKE -f- R REIbVE rRAI'S R 94125.64' c Not to sca~el WILL APPLY IN THIS AREA DURING ALL o R DUKE POLE fl~ ANfl I1 WXE PO DUXE POLE SlAEwAIJCS IN THIS ARfrl SE ° NC c ound ~Q~,R Fiu CONSTRUCTION ACTNITIES. Q 22728 -TC~ T~1_ DUKE POLE ~ - ,~E n i~--_T~..~_ *42nra TEYP.SEDINENT TRAP O DESIGN SPEED - 35 MPH ar 3~1. LP~~ Slope KPH d = 2' MIN. F ~ s • ---r~._ _ = rte.- ~ rc~-`` PP6O 080T' 25~WX50'1X35'D,W/ 6'WEIR. ~ • • , ,r, - Ta TEMP.SEDINENT TRAP f ~EDINENT TRAP R - 9 SEE NOTE A80VE. 25'WX108'LX35'DW/ 10'N ~'LX35'D,W/ 10'WEIR. Ty e of Liner = J _ 1 8g8 ~ 1r I - _ GSEES SHEETIgF2UMATRIX ~ b ~ EXISNNG..R9W - - ca - I - - - , - _ - 8 _ ~ - ~ PROVIDE HORSESHOE 1NLE7' PROTECTION r--_._. :7' PROTECTION ~ • Fo _ ~ n` ` N~, , - - _ c,~ - - - - - _ _ - - - _ _ - ' _ ._r~' - - - TO EX/ST.PIPE INLET. REM(NE ONLY 0 1(NE ONLY _ _ - - - - _ - - - _ _ _ DUK PO EXTEND EXIST. • r ^ - o" _ - - - - - - - - - T E ~ IB" RCP USE WHEN NEW INLET 45 1S INSTALLED fNSTAtLEO PROVIDE STORAGE AREA AROUND t j END CONSTRUCTION 1NtET,r4'x42'xr DEEP. STA. 60+40.32 --Y--v--,.--„__„__~_~,__ - ~ - - - ` s - _ R AND PROTECTED. -v__~Y_ - F{~~-- - Z ~ - - - 45 AT&T iT ROADSIDE O1rCN, I. -~--v W _ - DUXE _ ~ ~ r~ •4277 DUKE POlE SEE DETAIL E. Q, ~~•a271oB PPGO 080T PIEDMONT NATURAL GAS CO. CONVERT CI _ ~ \ \ ~ DUKE POWER TO JUNCTION A - ~ - • ~ m COT ER R~ ET r y ~ ~ ^ DUKE POLE AIM L.898.10 - - - ~ 1 - e-. 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INY.B yz~~ F I 0 e s'~~ ' ~ , , ~ - - - - - - - - - BEVELED END ~ \ , r B ; ~ ~ ' 1~O.ENO` : ^ \ ^ - `'~~f; ~ ~ • ~ ' F ~ _ _ _ _ _E-~- ~ - - - ~ .'r " - - - r16tNacb~f _ - - - _ Y - / 4"R~' ~ TO TCH ' ~ SECTION ~ I ~ III d/ ~ ~ DP 889.1D ~ - EVEGtO.END, CB / Y ~ SECTIDti : ~ ~ DRNI `roP Beg. 111 l r , _ _I1aa -eea,~s ~ : sra,~c IOti TlZAru~ORMEA - raN I er/ - _ fi i%// ~ ~ _ _ ~ ~ -'FIAT BOTTOM- - _ _ _ _ _ _ - _ ~ ~ - ' - - +51 -F~ ~ ~ ~ J / _ ~ ~ r' ~ . ~ - - iii - - - - _ -s5~+'(~ - {tIM- a~u:as V _ _ ` ~ , -~TEtEi~HONE - PITCH WI IP' OUkE POlE - ~ ~ / ~ ~.-RIM'~..12-~ ~ - ~ F I - {tIM-8~u:49_ _ ~ ir!~V PEDESTPL - - - - . _ - -SOUTFIERN_ 6ELL ~ ELEQ t=1iB' .~'i'6' rWIMH ' I - rb ~ ~ 'i - , - - 5'Lx4'Wx12'THK` 5'Lx4'Wx12'THK` . , . 71E TO EXISTING / , ~FE~SrN~ - ~rEE~PHO~~ , sEe11oN , • ~ - _ _ ~ 9' / ~ ' ~rEIERqi+or~, ~ ~ ~ ~ ~ ~ CLASS -A ~PRAP CUSS 71 ~PRAP ~ _ R!P RAP Bff~,'F!- _ _ ~ ~ PEDESJAr' ~ ~ ~ / ~ / ^ , 7 ~ ~ P~FDE5TAl ~ ? ? \ ~ ? ~ ? W/ 5 SY FF. -5'lTrd'VYx12'TNK.~ ~ ssl~w _ / ~ ~ .ass.42 h W/ 5 SY FF. RESET WOOD FENCE h / /3'x6' I ~ ~ ~~///j' ~'f0 APARTM~NTt'~ CLASS A RIPRAP ~ ~ ~ RIM 891.96' ~ / ~ 4' FROM SIDEWALK AND ~ W/ 5 SY FF. 'J J ~ ^WAa~~oo.06 ' , 1NiE7' PROTECTION ' ^ ~ BACK OF Cl1R8 PROVIDE HORSESHOE 1NLE7' PROTECT! • TIE TO EXISTING TYPICAL BOTH SIDES OF To Ex15T.PIPE INLET. DRNE V RIP RAP DITCH. 5'1x4'Wx12'THK. CUSS A RIPRAP CM 0641-0-00010 0 301 ~ W/SSYFF. CHARLESTOWNE SQUARE CONDOMINIUM ASSOCIATION, INC. D.6.5369, PAGE 765 ~ OR '(H~ E$1N«ITIEN a°i PB~lNSSION OFl}f CIIYOFC,~ORO 0 v w m m t N C ,dl v ROADWAY DESIGN ~ ins a tt ar ~ tar t~' o t t ,~~pN MIST ENGINEER E, 421 Fayettevifie Street ~ ~ ~ , ~ Ll TY _ a ~ ~t~ pR ~~~~uuuil~i,,, Suite 1303 al CI of~Greensbty~o~U~der round 0 ~rQP ~i WilburSmith - - tY . , A ~ F~ ~H CARD ~...o~.~.. RALEIGH N. C. 27601 1 -40'HORQOMAL 1 -4 VERi1CAl m ~ Locates Infarmatlon/Requests ~ a ~z ~i 'TICAL COG kOi'81" NBIOIA'CB9~DEpi, `...373-2033 ~ , ~ _ . 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