20030723 Ver 1_MAPS_20030613

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f ; ~i ~~:1 ' AWDHEVYS-MUf~HY AI~'OaT ~ ~~:i EXIST D1TCH
APRON ~ ~~.1 i . ,li , ~,i,,. -
g~ ,i,,. , ' . is ~ ~
- - - `I' ','',1 ~ EXIST. HEADWALL + _ Y
- EXIST. PIPE : r r ~ . EXIST. ,,z.. , _ ,
' ` - - - -EXIST. PIPE ~ - ~ - - - - - - J _ \ _ _ _ _ _ ~ D1:T~H_
- ~ ~ NEW DRAINAGE PIPE - / ~ 5'- - , - _ _ -
~ ~ - -1675 . - ` - EXIST. CONTOUR ~ ~ - - NEW UNDERDRAIN _ - _ C~n,~
~ ~ ~ ~'""--1675r~ FlNISHED GRADE ~ N R _ _ 0.36% NEW U DE DRAIN SLOPE
g5' - _ - - ! - ' - 1675.5 SPOT ELEVATION CO . 16 _ X NEW UNDERDRAIN CLEANOUT
` ~ ' i EXIST. AIRPORT PROPERTY LINE TAXIWAY A _ TH E
" TAXIWAY_A ~ _ _ NEW UNDERDRAIN END TREATM T - EXIST. PROPERTY UNE (OTHERS} ~ EN _ _ _ LPA
EXIST. EASEMENT _ _ _ _ _ _ _ _ ~ _ _ _ Q NEW MANHOLE _ ^ _ - - ....r.,,y,W, - - -
_ r " - - ~ PROPOSED PROPERTY EASEMENT - ~ ~ ~ , ` - - - PROPOSED PROPERTY UNE ~ ~ - _ - - - - ~ ~ NEW STRUCTURE NUMBER i , - - - - _ \
~ ~ ~ ~ GRADING LIMITS EXIST. _ - _ _ v ~ AVIATION CONSULTANTS 1695 -
. , ' ' ~ DISTURBED LIMITS p ~ NEW DROP INLET W/ INLET PROTECTION CULI/ERT 1695 - _ - _ . DITCH C . _ _
EXIST. RAILROAD ~ (TO REM~fN) h, TIE LPA R of North , Old C~ ~ P 9h~ ~ A - - - _ - - -
- x - x - x - EXIST. FENCE ~ EXIST. DRAINAGE INLET ~ - - b°' ~ . ~ x x T BE REMOVED - -x ff/- MF- NJ EXIST. FENCE 0 - ~e } : , °r - - 7031 Albert Pick Road, Suite 302 ~ , ~ -
. . i, ~ - - - - - - - - EXIST. EDGE OF PAVEMENT NEW ROCK CHECK DAM ~ . / „ Greensboro, North Carolina 27409
- ~ ' ` - ~ ~ 1 NEW EDGE OF PAVEMENT t . - MATTING , , _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
~ ~ - ~ EXIST. TREES & VEGETAl10N ~ Q TEMPORARY SEDIMENT TRAP ~ i ~ ~ . _ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC .r
B ~ I ~ EXIST. AIRFIELD UGHT ~ ~ GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL _ ~ D = 2.75' KNOXVILLE, TN • MOBILE AL • MYRTLE BEACH SC
-r EXIST. AI E _ _ RFI LO UGHT REMOVAL . ms SLOPE = 0,29
, ~ q.p EXIST. LIGHT POU: I ~ _ _ ~ ~ EXIST. POWER POLE NEW INLET PROTECTION -CULVERT ~ ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA i~ DITCH C ` ~ ` ` ' ~ SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
I, , ~ CONTROL POINT -EXIST CUL 1/ERT ,
~ I ~ RIP RAP ~ TO REMAIN) . - i Designer: Seal:
\ L - - NEW DITCH 1 ~ - _
PROPOSED PAVEMENT CONSTRUCTION _RSA... ~ RSA _ _ , ~ ¦ ¦ TEMP. SILT FENCE RSA. _ @ . _ RSA RSA . 0 ~ l
Technician: ~ _ •
- DCS Q
" _ _ - ~ ~ ~ ~ ~ y _ ec a 98 _ -
- ~ - - ~r~"~ MJM G-16•o3•~
F t~ 75 = . F
_ _ Project Number. ~ Q~'~.` _ _ - - - ME
RUI~VVAY &26 _ _ _ - RA382010 ~~m., i i t,,,
. . ~.a;:~ _
NT4 a6 ~ x~u~ _ ~ ~ _ _ _ - NOT S:
_ - 1x95 _ _ - _
75 . _ _ _ .
_ w-T - 1. CONTRACTOR SHALL ANTICIPATE
_ . ~ ~ ~ EXTENSIVE DRYING AND SCARIFYING OF
~ , . EXisr. - . SITE SOILS PRIOR TO C MP PIPE _ _ O ACTION
t0 - N .RSA R RSA RSA _ I
RSA RSA - - - - - - - ~ , _ BSA RSA RSA _ - - _ _ RSA RSA y~ ~ _ _ - 1690 _ ---J CU - ~ ~ ~ ~ - ~ 2. ALL COST ASSOCIATED WITH SAW T
Q _ _ _ _ . - - - - _ - _ EXIST.
_ 90 NOTE:"~Nd LAND ~ 1 • _ 1681 HEADWALL . ~ B OMINOUS PAVEMENT SH ALL BE
- ...DISTURBING ACTIVITY _ _ _ _ - . - INCIDENTAL TO THE UNIT PRICE FOR - rg . r _ _ _ o. ..w_-
- ~ SHALL OCCUR WITHIN 35 . - - _ . W - ~ _ _ _ _ . . - - TEMPORARY ~1`REAfuI . = _ _ - _ _ ~ .-w ~ _ ~ - - _ _ _ _ . _ - - - : W ILLING BITUMINOUS PAVEMENT. . _ ._m_ _ W _ _ - u+ 169 _ - -
_ _ W FROM.TpE NEAREST ~ - - _ - -CROSSING - " ~ _ _ ~ - _ _v~ - -
- _ _ NATURAL DITCH - _ _ _ _ ~ - - -
~ 90 ~ - - ~ 16 T10P-OF-BANK. (TYP.) _ - - - ~ ti , ~ _ W
W ~ _ W
W , ~ ~ ~ i9
~ r~,- U' -
\ _ ~ ~ ` I , ~ I
i i ~ O ~ ~ _ DITCH E 16 - -
0 - ~ i.. ~ - :y ~ - _ _ _ ` . 0
~ is ~ i% ` ~ is L'"~ , ~
N ~ , , ;
M ~ , : ; . . t--- ~ ~ ~ ~ r - ~ ,
Lal1~lL~L.~.Ja~. ~1.~..'S.l~.~~T~~~ .~l.~L.~.JL~R.IIL.IllL4ll.~lL,l~ O . O O' ~ O 6'1l.~lL~I.S.~ O O ~~O MATTING O O
. ~..~.~~..~..~.Z:R~IR.i'IRJIL~L~L~.~.. Q O Q ' ? ~ ?
M ~ D= t. r c0 n ~ ~ 25 ~ ~
~ ~ ~ ~ O O ~ O ~ / O O O O O O O ~ ~ SLOPE = 0.75X ~ ; ~ O r DRCH E W
O O r / O O O . O O O O + r
Z ~ s} 6g 1fI ~ . N Z ~ ~
J ~ - ~ ~ , J , , ~ _
~ i \ 2
~ , ~ U
U i--~ ~ h ~ ~ ~ e~ /
Q . ~ ~ a . -
~ ~ "c < ,.;'k; o. Description Date By
6°~ / ~ ~ ' _ 95'~~ 1
` ~ ~ i..
~ t , : i. . r y ~ r' ; v . . ~ .t ~ r NEW - -
~ / ~ , ~ , ~ ~ ~ - , ~ ~ - -MITIGATION .
~ / , / - - _ . ~ DITCH
1 / ~ , -:y _
~ ~ / i ~O
/ • ~ ,
( ~ ? • \ \ I c
~ ~ ~ ~ i• ~ _
~ 1'i ./r ~ - ' ~ ~
1 ~ ~ ~
I ~ ~ ~ ~ ~
~ ; ~ I
- ~ I _ ~ ~ Project Name: ~ ;
I, ~ ¦ . ~ ~ I ,
RR `P ~
RR ~ ? ~ ~ RUNWAY 26 •
RR 'f I~4 ~ E~1rENSION
~ - _ I '~l - •
~I ~ I ; 'I.i, ~ _ - R1P- - - - ~
I ~ ' ~ ~ Drawin Name:
ft~~ hs ~ - - u ~,'i rn ' I,• o . - ~ i ~ g
c o / ~ ~ ~ - - i ~
_
_ 1 ~ ~ 1 ~ _ ~ ~ R9~~ - 1ee~. Oh ' ~ ~ RR AI9 ~ ~
c9O A,.... ~ . / / r~ ADIN DRAINA
Q I - - - - - / ~ m O - - . _ _ _ _ - _ - _ . PLAN
. _ . - . GD-
_ - -2 GD- ' ' GD-1
- - _ _ -
_Q//Jy~ - - _ N _ _ ~ . - ? ~ _ - -
o ~ , << ~6 i. ~ - - - _ _ - o _ _ ' f~~/ _ ANDRE
o ~ - i ~ - _ ~.p~~~ o~ ~6 ~ - ( _ ~ _ - WS MURPHY _ ~ _ 2~ o ~ goo ~~a
r - - . D n ~ \ ~ ~ - _ - _ - - ~ . - _ . / _ _ ` ` - - _ _ _ _ ~ rt ~ 6 Autocod Droving Reference: _ _ ---19 - _ ~ -
{-F.}.{~.y~~ • , - - ~ - _ ~ , ~ , - ~ S ~ - Path: J: \Mdrews-llurph y\Ra362010 -Runway 26 Extension\Plans\
- - File: , 20'n & Drainage Plan 1-6.dwg SOKe: Jul Jul 0 J 2003 - 12:57am by MMaddin / Plotted: Jul 07, 2003 - 10: 59am .
t _ 7690 ~N GRAPHIC SCALE BAR Dote: Drawing Number:
RR -Z JUNE 2003
- Business Unit:
c v _ RR _ GREENSBORO
N

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t r i; ~,a i,~ .JlrST, f
! r a,zx~rom+wn:~wea.: rsxr. / ~x rx~w ?ssa^~:ta~~mRCC,;, ~ ~ yam/ . AN~~-Y Air
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._..w._..~~,~„.~.~,„ ~ ~ . ~XisT. h X _ „ l ..~...~..~,...v........~,.,,._,_...__~ i ' ~ rsr. f'rPE . ~xisT. HF,ar~wA~~.
. . / ` , , i _ EXIST. PIPE: _ I .
NEW DRAINAGE: PIPE - 1(;/`~ - k~XIS"I, CC)NTOUR . ~ ~ _ _ txi~T,
~ ~ .T._~...... NEW UNDERDRAIN 1675„~~.~,,, . ~ _ . f~INi`aMEI) GRADE _ _w _ QtTCH rre~~-.. _
' _ 1~.3f NEW UNDERDRAIN SLOPE;.
' ~ 1675.E > Sf OT I:,LEVArION NEW UNDERDRAIN CI_EANOU r 1~?`~"~
EXIS'l~. AIRPORT PR OPERTY I_INk , EXIST". f~ROPERTY LINE T _ , NC
k (0 HERS) , . NEW UNDERDRAIN END "TREATMENT ~~~iAY A' _ ..~..,._..._....w„ry...~.._.~,.._~, E,Xl~al, EASEMENT
_ ° " PROPOSED PROPERTY EAS ~ NEW MANM
w PROPOSED PROPERTY LINE. ~ wry w GRADING ~ NEW STRUC'fURF. NU T H E
t.IMiTS MBER r , _ r~ ~ ~ ~ P AIIi 1~11L ••wR......~ a.....
DISTURDED LIMIT'ri ; . ~ ~..f...~.. f I F ~ ¦ NEW , EXIST, ~ -w~.,"~"~ I ~ ~ -f- E.XIS I. RAILROAD DROP INLE 1 W~ INLE r PRO rE.GTION ~ - . QR ...~1...... _ tlUP ~w is~as _ , .LL.LIIw...w.
1 « x EXIST. FENCE _ _ CUL ~E'RT tse C(XVSUI.T _ AWTS DITCH
x " fi'r'-- x MI EXIST', FENCE TO ITE REMUVEU I I EXIST. DRAINAGE INLET TO REMAIN ~ 1 _ hf ~ A AVIATION . . _._._...._.~._....._._,_...._~.m.,,.rn_, .
` IwXIST. EDGE OF' PAVEMENT _ , NF'W Ef)GE OF PAVEMENT NEW ROCK CHECK DAM A . TIE ~__..v . _ of Irorth ~.._m
~ I, , l I ~ ~ i E.XI yT. ~rrlEES do VEGETATION ~ , r r__... _ ~ ~;,xT.
EXIST. AIRFIELD I_I(3H'r T'EM 031 Albert Pick Rood, Suite 302 C _ Green
PORARY SEDIMENT' TRAP ~ ~,I ~ E:XIST~. AI ~ i ~ + ~ ~.f ~ RFIELU I,IGFI r REMOVAL ~ ~ ~ , ~ , sboro, North Corolma 27409 r~ArnNC '
~ c~ POLE. i ~ f ' ' " ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
EXIST. POWER POSE ~ i NEW INLET PROTEC110N CUI.VERr Mi . CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, 5C ` D ~ 2.75' GREEN
i I (:ON TROT.. POIN r SBORO, NC • GULFPORT, M5 • JACKSONVILLE, FL °m slope ~ o.2r. ~ - - KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
~ ~ ~ ~ ..W f)I rCli RIP RAP <.,;t t EXIST: CUI. VERT DITCH- ~ ORLANDO, Fl • RALEIGH NC • RI CHMONO, VA
~ * : z: w.__.~, _ TEM ~ - ~es.~ T~ REMAIN SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ,
~ , " FENCE: PROPOSED PAVEMENT CONSTRUC110N ~ _ ~ , s: ~1 , ~..M_-_. RSA ' ; ~ . ,
~ RSA , A.~, . , Designer; _ Seal: . _ - . . w _ . .-„r._~..-,,.-r RSA ,.m..,. R - M~7Y ~ _.~,.,,~.b
. m__ _ _ RSA.,. , , 111 111/ / RSA...__._...n._,..,_..v__.m- ,tit /I
. . w _._.~-..~.P_.~---~ i CAR Techniciorr ~
~0 •'F~,SSI~''•~~y''~ •Q~ aa~ wr aww ~ ~ w wlw ~ •~w
, . a•~I •l¦~I ~ al•~ •awl ••>w rnl aa~ r•~ •a~l a>a~ " Checked by
I ' ' _ i
r , . ~ MJM G- •03:' _ ~ ~8
M~~ _.m ~ „ r ~ '%~''•FNGINE~~~'~~ c' Project Number; ' . ~ P~.~,.
~ , ~ ~,w.,.::4 - ::w. , ~ - , • MEN
, , ~ , u . , . ~ ~ ,_.w t ~
....r,M . MMNM MM~I ISM ..w;,' . :r..,,w . i~~
MINIM ~ s n I MMMM MMM ~ ~ ~ ~ _ MME MM~I ,w„. e..,.. r ~
M~ ¦I? . . ~ ~ r ~ MA MME _ _ ~ ~ Mr ~ MMI~
~ _ . _ RSA ~ ~`X/ST. a.::;- RSA ~-:;~.;__...w„~ H •A ~ . ~ C I~ ONTRACTOR SHALL ANTICIPATE
1Fi9(l ~ _ ~ RSA RSA . ? PlPE f K ST. c~ ~ ~ EXTENSIVE DRYING AND SCARIF
R5A _ _ . R5A _ ' 0 ...--~.'-M..°--- RSA i _ _ ~ - lft . YING OF SITE SOILS PRIOR TO - _ _...._.m RSA ~
_ ? COMPACTION nJll "'mac,,., _m--., .__M~......._.RSA _....w,_ RSA
- - ~,~g NOTE° NO I.ANp _ Y DISTURBING ACTIVIT 2. ALL
HEADWALL ~ " ~ • ~ . MA~.~, OCCUR WITHIN 35' COST ASSOCIATED WITH SAWCUT
, RY STREAM _ TEMPORA - BITUMINOUS PAVEMENT SHALL BE _ w... ~b _ ._.a: INCIDENTA
f~~~ROM ~TfiE NEAREST r,._ . -M,...~ NATU _ , . .CROSSING Y,.. L TO THE UNIT PRICE FOR - . TM~,:~^ ~ ~ _ . ~ _ MILLING BITUMINO
.w RAT. DITCFI . 16g ~ p ~ ~ , ~ - ~ , US PAVEMENT, , . _ r ~ ~~~~1 _ _ . _ - -
0 BANK. TYP , .w4.~., ~ w~~~~ - _ m . _ _~...y
, _ - . _ _ u a .
I r.: . _ _ ~ w .
k c~.~ ~ I
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, ® ~ 0
M, 4 I / V o ~ Q i ,;,~i, , ~r~ " M O © AT71Nf3 p + + ~ O
f Q i>. ~ 'r'` ~ ~ c„ + L-
~w., ~ y M ~ ; . ~ , Op ~ ~ D = 1.25' n ~ ~ ~ r- SLOPE ~ 0, 7516 r- r,
~ ~ , ~ N ,
~ ~ r 'd' d. d ~ r N ~ r
i' ij.~ w aka ~ ~ f'~ 'y. ~ ~ ~ ~ v . ~ \
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~ ~ ~ ~ i ~ ~ I e - , ~O / ~
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~ ~ ~ ~ r ~
~ X"` i , , ` ~ , ~ t i o. Description Date B y
" 1 ' ~
I ~ ~ , ' I ~ I i ~ "i,
1 ~d - -N~W
I ~ ~ ~ MITIGA'i"I . ON
/ ~ ,
"i ( / , ` CHANN~a.
~ i . . i ~ ~ - w' i
~ ~ , / 1 ~ / ~
\ ! 1:. / ,I'. ~ ~ ~ i ~ ~ ,
~ ',"1, I M ~ ~ ~ ~
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~ ,I, ~ Jec Name; ~ ~ I ~ ` I
kf/ /i~.l ~ I ' ~ I l ~ a ,
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I ~ ~Ik ,I , I , Iy _ f~UNWAY 26
i YI 'I I . ;yf, ;I ,•f I , • ~ ~ _ _ _ EXTENSION M ,
I I 1
1 l~ + ,I I• ' r ~ , ~
' . i 1 - , _ ~ ~ ,.x..._____ 1 Drnwing Name:
~ f r ~ I I ~ ~ MBNo-.,._ ~ ~ •alaa •a~wl •Iw •wnr nr~l w •~rn ~ M ~ ~
1 a~ tq~, kBIK..._ fflldlflf ] I I; ~ ~ , ~ I
fl R ~91K-•..._. lffHilfHtt If ,~~ll~. IIlhi~i~ i . M{~.y r '
f f'Fifff4lt ilfl{f f,h~~tll ~ ~ A wti.~ ~
_ ~ ~ sit; m A
~ , liklfrirtt,ft / iflllfff ' ~ ~ , ~..,,r.W,~.~ N
i': ~ fil _ ~ llilili-fil{ ' ~ GD- , _ ' 1~ ` 2 Gp.
. , ~k¢3 ftt+oh+txh. ~ , Gp `1' , _
" ~>t~U 1 ~ - ~ t. , , 11 ! f~ I-f ~ F ~ ~ ~ i ~ ' • a~ +~fh r , , µ1
_ . ~ . +ff h I
/ _ ~ ` ~A,11 _ ,
f+f f, f k , h+f~+f~f~++ _ A N d R E W S M UR P Y 50 7.5 v 50 . , 1q0 150
. f hh+bf+} _ . _ RH _ ~ \ \ Autocad Drawing Reference:
'f~-~f•4i.t.~. ~ , ; ; 1 I ~ PU~h: J~~Andrera-uumh„1 A,. iLOmn o..__..
- ng d Drainage Plan 1 6dwgY m crranstn\Nlans\ ttii}}a...f.f{/ rDate: f f M f{ff S 12:570m by MMaddin / Platted: Jul O/, 2W3 10:59am
f•f f f f+ t. f 14,f LE BAR f+Ft~1tff-Ff+f f R
.kR >..c:.., Ff•l Drawing Number:
,..fir 2M ff1IFf+i f+ ff-
t; ftrt•ffrf.... GD r t f f f+.f,+ f +.k.f,+•ff..+
f+

~ I
I ii
HEADWALL " , ~ I ~ r i ii , ~
I I TAXIWAY ~ A STA. + 249 a 4.14 ~ _ . _ , TAXI ~r
WAY IN T A STS SA t I LL ,LEVELING COURS " RYA + , ST A. 2 55 0 , 2.30 .
E ~ BEGIN T AXIWAY AE " TE I NSL~~ . As ? ~ N REQUIRED TO TRANSITION ~ ~ArnN EN _ ~ A~oRT ,;I ~ ~
G D T AXIWAY ` EXIST. I ' N - ~ TAXIW ~ - 5624 x. AY A2 TO MEET ~ 61.38 ' ~CIWAY ~ A EXTE ~ ~ , NSIf~N_ - _ _ _ . a I,
i , ,o~ N = 562600.55 ~j~xrsr. PROPOSED T X ~ - _ A IWAY PROFILE. E - 549821.72 ,10 / X00.55 . ,
`RIP RAP I ; ~ D = 1-2' _ I ~ SLOPE = D,ao~ E - 550310.45, 310.45, ~ ~ I
~l I o o i ~ ''o? ~ o
404+17.12, , © a o CH_A o o ~ ; ~ + ~ ~ +i ~ ~¦..r rig ~ + O ' ~
DITCH , ~ - r ~ - N M „ + + n ,,w
04+00 i N ~ • , ~ ~ OOllNilr, NC ,:w
• , ~ N ' N N ~ NO LAND DISTURBING ACTIVITY ~ ~ ~ ' ~ '
TAXI I; ~ WAY ASTA ---_-__-~_____---~-------___._.._..___-__-W__.__._.. SHi ~ 249+78.80 ~r,; SHALL OCCUR WITHIN T H 3 F E 5 ROM ,
TAXIWA ~ ~ ~ Y A2' STA. 403+ ~ TI THEN ~ EAREST NATURAL. CHANNEL ~
00.00 ~ DI TCH A C - LP
TOP-OF-BANK. TYP. ~ ~ ,.r. R P
I _ - • N INV. - _ _ t EXIST. 24 RCP i I 1695 ~ ~ r. AVIA TIaV CONSULTANTS
.0 I = _ _ _ ELE~ - 1694.43 NV. 1695.5 ~
u~ ~ ~ INV. 1696.0 C 4 4 RCP ~ ~ ~ S _ _ _ LP A of rth Cr MATTING ~ o
I up uo ~ I , , : ~P , I 7031 Albert Plck Road, Suite 302
. _ 403+ Q 5 ,sse. ~ ~ 0 ~ _ S D ~~.5' ~ _ ~ _ , _ ~ Greensboro, North Carolina 27
, ti z, AWCI~T .NEAT / ~ ~ ~ s~ ' ~ 303+ 0.00 _ ~ . k,pw ~ kM~ gypp~!! MATTNG 409 SLOPE = 0.2996
"t ~ { t yr~4~ , ~ , . ~~,t _ , ~ _ VERTI~AL`~',~~ . ,r.~ ATU4NTA, GA • BATON RWGE, LA • CHARLESTON SC ~ ~ ~
T ~ ~ ~ W UO ~ ~ r ~ ~ r,~`-~St ~1 ACK. (TYP, , ; ~ ~ , o CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ' D = ,6' ~ GREENSBORO, NC • GULFPORT M •
~ INV. = 1693.2 - rr ~ SLOPE = 0.42X S JACKSONVILLE, FL ' KNOXVILLE, TN • MOBILE AL •
i 0 TAXIWAY A NEW INV. = 1 DITCH H MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
IN ~ - 693,7 MANHOL V• SARASOTA, FL • TAMPA, FL • WEST PALM _ - • - - - - - - - _ - ' BEACH, FL
...E „ ~ INV. - . NEW 24 1693,0 TAXIWAY A STA. 254+8~ f A. • - _ . _ - -----.y-- - - - - - 254+84.80+ DITCH I Designer: Seal:
694.0 ; g ~ - TAXIW AY Al STA. 303+C RCP ~ ~s 1 , : sa ~ , .T A. 303+00.00
N W n 2 24 MCP , . ; J3J
. ~5 - ~ DITCH B >,A~ - B _ _ . _ 402+00 ~ C0~ ~ : - - - - ~ - - - Technician: ~ ~
- 0 STEEL I CH C _ . ~ INSTALL 1 " DC3 .Q . .
- _ 3 ~ I I ~ 302+00 CASING PIPE FOR ~ ~ - PZ - - ~ . - _ cuLVEItT B1 ~ - PZ
~ RPZ _ . , ~ MATIING _ , - I =---_._-.___.r-_. FUTURE USE. CAP. ~ . ; 8 138 LF OF 24" Checked by. _ RCP 0 .209., CLASS IV 022998 ~ INV IN 1692.58 RW STA 150+24.10 OFF 206.00 LT
_ ~ I, NV. o ey _ , " ~ DEPTH OF COVER = Ps I INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT
MArnNC " ~ :1 I~ ; , 1693.0 ~ D = 3 MINI s-s " ~ INCLUDING FLARED END ACTION Pro' ''FH~IN4.~;~' ~ lect Number; ~ P
' ~ ' + ~ , , ~ MUM sLOPE = 0.2 Q I . ~ s~ 1 ~ ~ MEN ~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J UD do FRAME ~~'~~mnm~`~~
~ , - I ~ 95-~'61TCH B D = 2.75' ~ ~s SLOPE ffi 0.2l6 , ~ I` I ' S 2 RW STA 148+86.27 OFF 206.00 LT ,,j ~ ~ TOP 1695.54
DITCH r 'e , ~J s - - - - - C I ,;b CULVERT C1
, , 1 I ; ` H ' SAWCUT NEAT ~ , - I ; r ~ ~ r f.
401+00 I I; , TICAL FACE. INSTALL 10 STEEL CAI ~ - 8 3T LF F " 0 24 RCP 0 ,20X, CLASS III NEW DOUBLE - "I 3 INV IN 1692.30 RW STA 148+86.27 OFF 206.00 LT
~ EXIST. INERT 6" D ~ i S NG PIPE Q _ . ' I , ~ TACK. TYP. FOR FUTURE US ` Y E. CAP. DEP ~ INV OUT 1692.23 RW STA 148+60.24 oFF 1eo, 1. CONTRACTOR SHAL ARCH CULVERTS ~ INCLUDING oo LT L ANTICIPATE
ELEV, = 1694.33 _ 5 i TH OF TO BE Rsn 6 l~ P _ r __._VE 3 MINIMUM , . ~ 7 , FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
( ABANDONED - • s~ . _ - CULVERT Ai SITE S OILS PRIOR TO COMPACTION
_ I- _ _ c~ - ~ ~ , 4 64 LF OF 24 RCP 0 .59., CLASS IV - ~ INV IN 1694.76 RW STA 150+56.76 OFF 358.8 LT
W - INV. fl ' I _ = 1693.7 ~ I ~ , « , T N 1 ~ NV. - 1693.5..- - NV. = 1694.0 ti ~ , ~ ' INV 0 , UT 1694.43 RW STA 150+12.92 OFF 312,9 LT 2. ALL COST ASSOCIATED WITH
w . ' ' ` ' SAWCUT " BI T 48 CIRCULAR MANHOLE W N OMINOUS PAVEMENT SHALL BE
~ ~ ~ RUNWA ~ 7 _ ~ 6. . . Y 8-26 STA 169 1 _ ~ IW 8-26 STA, 154? ~ ~ 5 R / EENAH R-3491-J LID & FRAME 84.$0 W STA 150+12.92 (~F 312,9 LT INCIDEN TAL TO THE UNIT PRICE FOR
z TAX AY Al STA. . , _ 198 6»~"'• ~ , . Al STA, 300+ ~ TOP 1698.21 I- 00.00 ~ MILLING BIT
. . A ~ . W OMINOUS PAVEMENT, ' l ~ ENDWALL FOR ~ - R DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
W ~ ,ss .r _ , , .r ~ _ 400+0 ~ 0.00 _ . 1 , ' ~ ~ ~ _ 6 W STA 158+32.75 OFF 210.84 LT
~ . ; ~ - M ~ 1~ ~ i r. a ,i. 2 . d i 1 INV 1700,16
•r °r ~ ~i ~ - - - ~ ~i 480 LF OF " - _ ~ , i 47 X71 BITUMINOUS COATED LS. _ -
- - ~ PIPE ARCH CULVERTS, TYPt A, ,668" THICK 0 1.48X i ~i
O . . - ~ ~ I ` INV IN 1704.16 RW STA 158+28.32 OFF 210.84 LT _ _ ; ~ INV OUT 1694.15 RW STA 158+84.29 OFF 202.00 R
t ~ ~ \ \ i _ -RI~~K~, ,
- ~ - _ r ~ ~ INV. = 1693.0 . s~ ; : . ~ ~ , 480 Lf OF 47"X71" BITUMINOUS COATED L,S. ~ PIPE ARCH CULVERTS, TYPE A, .668" THI
4_ ~ I CO y . - - _ _ _ _ _ - - - NV. - _ R~, 1694.5 _ s~ - $ INV I CK 0 1.48X _ - _ N 1700.16 RW STA 158+36,21 OFF 210.84 LT - Q
I - ~s~ -s , INV. = 1693.7 . 4 ~ ~ _ . V ~ (v ~ g5. ~ ~ . - ~ INV OUT 1894,15 RW STA ' S8+72.18 OFF 202.00 RT .
NWAY STA. 149+78.80 - ~AWCUT N F- EAT _ ~ ENOWALL FOR DOUBLE ARCH PI ` PE CULVERTS, PER NCDOT 838.04
TAXIWA ~ - ~ " oo , ~ Y A2 STA. 400+00.0 VERTICAL FACE. - - ~ 0 _ _ . ~ 9 RW STA 158+68.72 OFF 202.00 LT - - INV 1694.15
rs : - , - WAY 8- - RUN ' I~~ICKET. DRAM. s _ 26 S ~ _ H . s TACK. TYP.- l _ , _ - - - - - - .-t - Y 8-26 + STA.1 55 02. 30
----t - _ _ _ _ _ _
WAY _ _ ..a _ _ _ _ _ - - - _ _ - _ ti. , ~ _ - - , _ = 56231 NWA - Y82 6E XTE 0 NSI N
.~oa N RUNWAY - 2.02 49 96.30 X2.02 ~
26 STA.1 + z E = 55039 . s - - . : - 2.61 ~2. 61
BEGIN - _ _ U RUNWAY _ _ _ , _ _ _ 26 EXTE NSION _ . - - , _ _ _ _
E-- - _ - N _ . - _ _ ~ = 562173.49 _ _ J
_ ~ _ 2
E 549905.94 , ` _ _ . F>F>_
ELEV. = 1696.81 _ - U r, F-
T`~ ITCH E _ ~ . fi'l-~l _ i o0 a
_n...__ - . - _ ~z - _ - ~ - _ ~ P Date By
- - - . DITCH E - _ _ s ' o. Desch tion
_ _ 9 I'1 l1~ J _
c y DITCH D f 1 _
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i
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h + + + ° o o oo , o + + ~ o 0 _ MATTNG - O
r ~ !n ~ M ~ d. + + O ~ O ~O O O ~ O
g ~ " ~ ~ c0. + 1 O D=t.5 O ~ ~ ~ + SLOPE = 4.459
~ D = 1.25' ~ IQ ~ ~ SLOPE 0.75 in - OO ~ + ~ ~ DITCH D
" , DITCH_E
" " -
~ ~ ~
NEW - INV ~5 N W E
- 1692.5 MITIGATION GA I Project Name: TON
CHANNEL ~HANNEL
RIN~MIAY 26
` • • ~ . - EXTE
- " ~ Q N310N
/ - 1 " ~ ~ - x
I \ , ~ , \ ~ ~ w . - ~ ~ x `l ~ ' / ~
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.
w. r ¦r _ I
FENC _ ~ ~ REMOVAL
0 sl'I k ~ ,.r CN ( NUES TO ~ ~ ~ ? ~f' GD- GD- RE AN D r WS - - URP
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Autocad Drawing Reference:
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i rf x . °-v r , Saved: Jul OJ, 2003- 12:57." by MM.ddin Plotted, Jul - 50 25 O / 0/, 2003 - 11: OO.m
x .000 50 100 150 r.. Date: Drawing Number: 1 i a q '
19 JUNE
GRAPHIC SCALE BAR Business unit: GD-2
ENSB M

~ ~ ''+>r~+~av~aa, ` ~ `rte - x
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~ i 1~ ~ ~ ~ P
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~ ---MATTING i ~ - ~ • t ~ I, x 1 . CONSIA.TANT5 , , ~ . »ao
~ ~ ~ ~ a ~ 17Q~ C! ~ ` ~ ` - ~ . e ' ~ . ~ _ _ . of North ` ~o . , , , P
D = .6' ~ ~ ' ~ ~ . ~ _ 7031 Albert Pick Road, Suite 302
SLOPE = 0.42 ~ ~ , 'x \t , y , . ` ~ ' Greensboro, North Carolina 27409 I ,
DITCH H t ~ : _ _ F
i x ~ t ~ ~ ~ ~ , , ~ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
f + L~ ~ ~ ~ ~ ~ CHARLOTTE, NC • CHICAGO IL • COLUMBIA , , SC ~ ~ ~ ~ ~ * ~ , GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL
, ' ~ ~ ~ ~ i X35 - ; ~t KNOXI~LLE, TN • MOBILE, AL • MYRTLE BEACH SC
~ a ~ ~ ` ~ ~ ~ ~ ~ ~ ~ R t . ~ ORLANDO FL • RA 1 • LE GH, NC RICWMOND, VA \ ~ \ . ~ ~ , : w ; A, FL TAMPA FL •
_ _ ~ ~ ~ , ~ ~ SARASOT • WEST PALM BEACH, FL
~ D CH H , ~ ~ ~
' ~ s ~ ' , . ~ r Desi ner: ~ 9 Seal: ~ ~ ~ ~ ~
I ~ t uuu ~ u ~i~ \ ~ , , ~ , ~ CARP
_._.._~.------r---- ~ ~ x . _ - , ~ Technician: ,
a. • , ~ ~ • Q ` t ~ ~ '4ESSl~ ~ ~ ~ I ~ DCS :
c ~ I
_ _ _ =EXIST. PIPE ~ ~ ~ t t Checked by. - " 022998 NEW DRAINAGE PIPE ~ ` I ` I '
• ~ ' • - ~ ~ - -1675 , - - EXIST. CONTOUR ,~i x ' 1UR ~ ~ + t ~ " MCI G-r8.4~ NEW UNDERDRAIN ~ ~ ' , t , ~ I , £ ~ ,
a ~''---1875""~- FINISHED GRADE ODE ~ . I NGINE~ ~ . 0,36°J;--~ NEW UNDERDRAIN SLOPE t Project Number: J P~,`~
x 1675.5 SPOT ELEVATION ;~~t ' ~I' ~ IoN , t ME CO NEW ~ ! : I RA382010 ~i~nnn~?~
EXIST. AIRPORT PROPERTY O UNDERDRAIN CLEANOUT ;,.t `t 2T PROPERTY LINE t
~ ~ - - EXIST. PROPERTY LINE (OTF RTY LINE (OTHERS) NEW UNDERDRAIN END TR A ~ t , ' It ' • ' -C E TMENT I .
' EXIST. EASEMENT \ .._,,,M,.,~,. ._...,....n.,. PROPOSED PROPERTY EASE ENT ~ ` t ' , t NOTES•
- - ' - - - PROPOSED PROPERTY LINE t, tOPERTY EASEMENT Q NEW MANHOLE ' , ~ t ` , ,t ,,,I ZOPERTY LINE 1 NEW STRUCTURE NUMBER - \ ~ ' ~ ' I ' + ' I
~ • >t ~ ~ GRADING LIMITS is ~ 1. CONTRACTOR SHALL- ANTICIPATE t
N , , _ : ~ ~ \ - DISTURBED LIMITS MITS ~ I''' ` t ,l, EXTENSIV ~ NEW DROP INLET W/ INLET PROTECTION ~ , t' ~ . E DRYING AND SCARIFYING OF
~ _ _ - - ~ ~ -~-~-H--F--I--+-~-+-I-~- EXIST. R ~ ~ _ ~ AILROAO ~ • ~ k~ " % » EXIST. FENCE LAD ~ ~ t I , ` SITE SOI LS PRIOR TO COMPACTION
~.1.. r~ , oS ~ - x x ~y- x r~r EXIST. FENCE TO BE REMOV ? EXIST. DRAINAGE INLET t ' t ` t TO BE REMOVED t,: ~t ;,~.1
I I , , _ _ _ _ _ _ _ _ EXIST. EDGE OF PAVEMENT )F PAVEMENT NEW ROCK H ~ ~ t ' ~'.~':'.t' 2. ALL COST ASS CIAT C ECK DAM ,,I t 0 ED WITH SAWCUT
' ~ x NEW EDGE OF PAVEMENT PAVEMENT ~ ~ t ~ t' , ~ t BITUMINOUS PA
W iZ10 , ~ , . EXIST. TREES dt VEGETA110n _ ~ ~ . do VEGETATION I , ; ; ; , VEMEN T SHALL BE
~ EXIST. AIRFlELD LIGHT TEMPORARY sE I ~ ' t~';~,~~I INCIDENTAL TO THE UNI .D LIGHT B ~ D MENT TRAP t ; , ; ~ t , T PRICE FOR
~ X' EXIST. AIR FIELD LIGHT REMO ~ " ' 0.P EXIST. LIGHT POLE .D LIGHT REMOVAL I MILLING BITUMINOUS PAVE MENT. 'OLE ~ I ' I ~ +-,~r'
~ EXIST. POWER POLE POLE ` t t . NEW INLET PROTEC110N -CULVERT I ~ ~ ~ ' x ''`mow
W ~ , x. ' • ~ ; CONTROL POINT IT I t i
W . . _ - ___.I_ _ _ X, - _ NEW DITCH
~ ~ , RIP RAP ~ , I'~ ~ I
. ~ • ¦ TEMP. SILT FEN CE , ~ . ~ I NCE PROPOSED PAVEMENT CONSTRUCTION - x I ` ~ s~
~ , 0 - ~ x ~ ~ x 1'; I` f i `'I
~ ~ ' ? ' o _ , + x _ ~ ~ _ - t: ~ I ,
r ~ . ~ ' ~ Y/
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- ~ i P e By - o. Descri tion Dat r ~ ~ -
~ x • ~ 11 ~ ~ - - • FOR CL ~ t - . - - ~ /
FARING & ' DITCH D . _ . _ - - - - - - - -GRUB IN x , ~ , . ~ _ ~ r = B G, SEE y ~ - - ~ l ~r
r---------- - /'r _ . ~ x ~ - u -
2 SHEET GL-1 - . ; . p t. - t' f~ ? ~ y , . ~ ~ ~ ~ x l I..
1 - _ ~ a / , - ~ ~
MATTING - • r` 1 _ _ µ , = . ~ _ ~ x I
i~ e Ra~ .ter , . - ~ ~ , , ~ . - - I ~ .
MME SLOPE ~ 0.45X x ~ . ~ ~ _ - - r - / 1 , r ~ ~ . x , - ,,,F - _ ~ ~
r~ , • DITCH D ~ . . ' . x - . ~ . ~a ,

r ~ _
~ . i • ~ .I i x - l , /1~ - ti` 1 ~
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~ - - .r. ° .
x , ~ ' Project Name:
~ - ~ - - _ r- ,
~ ~ • ~r ~ . ~ _ - ~ x. x ~
- , RUNWAY 26
- ~ r , _ _ This Survey is Referenced to the North American Datum of 1983 Horizon
- _ " , - - ~ EXTEN3101~1 ( tal)
. and the North American Vertical Datum of 1988. All Traverses are closed and
. x ~ L, ~ t\. _ . X10 _ . have a minimum closure of 1:20,000. Combined Grid Factor Us 'Pro ect i ed for this ~ s .0.99979632 ALI Distances shown are Grid Len ths, All Benchmarks
Y% x ' ~~~,,l' have been Verified b 9 Drawing Name: ti 9 ' y Double Run Differential Levelin ,
n i- i I ~ , I'
~ / .i ~ ~..f l: r ~ - i
\ l ~ r x
v i y. - l J~ . - - ~ = 1 RAD NV DRA NVA
- ~ ~ 1 a - . - ~ ~ . s
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r ~ '
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f / ' - x ~I ~ ('~I `fi't'( ~praMLypU,MA AItY . . t ,',iii r ~ , , 1' GD- _ r -2
'1 a i ~ i;a i .t~'~.' ,r ~ p~ - ~ ' ~ ~ ~ ~ ~ . i i ~ i ~ ' f f ,,,,,..,,vim GD-1
d ~ p., r' , - ' ,I r. _ AND REWS _ HY - MURP
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. dulnnnA fl.w,..i..~ D~t___~__. i
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I I ~ rr- ti ti 50 25 0 50 100 150 PNr AMtO Grading d Drainage Plan 1-6.dwg Saved: Jul 03, 2003 12:57om by MMaddin / Plotted: Jul 07, 2003 11 Itum
Date: Drawing Number:
y x x
ctp A JUNE 2M GRAPHIC SCALE BAR
Business Unit: GD-
GMENWORO

,IRPORT AUTHORITY
~N PLANS
~D
a o
~ ~
o ~
c
o z
INDEX OF DRAWINGS
._1' fi,
gar rr Y t 7~ L, ~ S DESCRIPTION DRAWING NO.
y~ 1ti ~i ~ ~p
r'. - ~ ~~i ' O~ COVER SHEET C-1
i ~ - ~i~% , r l`- • J ~ ~ -
~ - y,.~~ 7 ~ .•I SUMMARY OF QUANTITIES Q-1
Sf 4 =1 :In ~ I t~ I ~ ~ 1 f a ? PROJECT LAYOUT & SAFETY PLAN PL-1
u ~ r,r 1 I. . , CONSTRUCTION SEQUENCE PLAN CS-1
( ~ Y ~i9 ~ I i ` i" a'
,f tel. " ~ f I~ 1. \ f ~I ey. + b~ ~ .F.l. ~ ~ . TYPICAL SECTIONS TS-1
GEOMETRIC LAYOUT & DEMOLITION PLAN GL-1
~ • ~ ~1
GRADING 1Sc DRAINAGE PLAN GD-1 to GD-6
I i . .t I~ i ~ (r r 4: _ ~ •_I ~ ..JIB.. . ~ z ~ r=. RUNWAY & TAXIWAY PROFILES P-1
~ V,` ~ ~ • ! wrap r ~':wi ~ •~Rx• - i.. „
_ . ~ EROSION CONTROL DETAILS EC-1 to EC-2
. I Kq1t ~^4 t _ P: LIGHTING PLAN L-1
i'ti, _ d ~ ~ ~ ~ Spy - ~M.• ~ ~ a' j ,5.. '(F! ~ ~ ti
rr LIGHTING DETAILS LD-1 to LD-2

~ a, r MARKING PLAN M-1 to M-2
- ` ~ ~ ~ Y ~
i f. ;X. V MISCELL,~NEOUS DETAILS MD-1
qq ` ~ 3
1, wig' I ~ 7~;. j r,~~.. ~ j ,.~X r' i~ ~ ~ Ft~.~d. i CROSS SECTIONS X-1 to X-25
{ r
SHY AIRPORT
FORTH CAROLINA
~~003
N N
U<
O ~ E I QM
~O [n
dN /N c0
` `o~~N„CARp~~
W D N ~ 0
TLL
o o ar ~v ~v th Carolina, p.a. ; ~..QROFESS/ON''•
22998 '
°n AVIATION CONSULTANTS N ~ nF _TANTS - ~ v-ie-°3
i~ ra
7031 ALBERT PICK ROAD SUITE SUITE 302 ~.',MEt~P'',~~~
Greensboro NC 27409 27409
a~
THE a ~ Mem N br e fT o HE LPA R UP IN RP INCORPORATED
I DA
ATLANTA GA • BATON ROUGE LA • CHARLESTON, SC CHARLOTTE, NC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL • KNOXVILLE, TN • I iRLOTTE, NC • CHICAGO, IL • COLUMBIA, SC '*j t: I
AVIATION CONSULTANTS ORLANDO, FL 9 RALEIGH, NC 9 RICHMOND, VA • SARASOTA, FL 9 TAMPA, VILLE, TN • MOBILE, AL • MYRTLE BEACH, SC % NUE FL • TAMPA FL • WEST PALM BEACH, FL RA362010
ANDREWS-MURPHY AIRPORT
RUNWAY 26 EXTENSION
JUNE 2003

ITE SPEC AI~DI~VVS-MURPHY AIRPORT
N0. N0. DESCRIPTION UANIITIES
UNIT I II T MA
1 01000 Mobilization L s ~ ~
S 1 t
2 S-140 Miscellaneous Demolition L
S 1
3 S-180 Milling Bituminous Pavement SY CFEROKEE (~t1Y, NC
150
4 S-190 Remove Povement Morkin s SF 18 TH E 1s,ooo
LPA
5 P-151 Clearin and Grubbin A c 1
GR - OP U - -
6 P-152 Unclassified Excavation CY 135, 135 oao AVIATION CONSULTANT S
7 P-152 Soil Stabilization Fabric - Geo rid SY 8, TIE L PA P of N ortll s P~~ ,200
7031 Albert Pick Road, Suite 302
8 P-209 Crushed A re ate Base Course CY 4, 4,500 Greensboro, North Carolina 27409
9 P-620 Airfield Pavement Markin SF 16, ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC 16,000 CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
10 P-620 Tem orar Airfield Pavement Markin SF 2, KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC 2,100 ORLANDO FL • R
ALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM B
11 D-701 24 Inch Class III RCP LF EACH, FL 40
Designer: Seal:
12 D-701 24 Inch Class IV RCP F L 204 JSJ
``,1,ullnllrl,~ ~1 CA~p'~%,
13 D-705 6-Inch Non-Perforated CPP LF Technician: ,
500 ~ p4ESS~• y ; DCS ; ~ : Q~ ,
14 D-705 6-Inch Perforated CPP LF
2,1 2 a50 Checked by. D229 98
15 D-705 Underdrain End Treatment CI~I~ . G 16-x: ..F
Ea 4 . NGINE~.• ~ Project Number:
16 D-705 Underdrain Cleanout Ea e.qp~ ME ~1vV~V N f 11l l I 1111111
12
17 D-751 Drains eManhole - 48" Dia. E a
2
18 D-752 Flared End Section for 24" RCP
Ea 3
19 D-753 Ri Ra -Class I
Ton ; 700
20 D-753 Rip Rap -Class B
Ton E 600
21 D-753 No. 57 Washed Stone
Ton i 200
22 E-893 Tem orar Silt Fence
LF 50 5000
23 E-895 Matting for Erosion Control
SY 10,5 10,500
24 DOT-326 47 x 71 Bituminous Coated C.S. Pi e Arch
P LF g Culvert, Type A, 0.668 Inch Thick 960
25 DOT-600 Prime Coat
Gal 2,6 2,600
26 DOT-838.04 NCDOT Std 838.04 Endwall for Double Ea
47"x71»D ouble C.S. Arch Pi e 2
27 DOT-PSP610 As halt Concrete Surface Course
Metnc Ton 9~ T eS9.56 'on 900
28 DOT-PSP610 As halt Concrete Interm. Course
Metric Ton 91 T e119.06 'on 900
2g DOT-1660 Seeding and Mulching
Ac F 88
30 SE-700 12 Inch Steel Encasement Pi e
LF 2f 280
31 L-107 Segmented Circle, In Place
LS 1
32 L-108 Cable Trench, t or 2 Cables REV1310N3
LF 3,0( 3,000 0. Description Date B
33 L-108 Cable, 1/c, ~8, 5 kV, L-824C, in Trench Y
LF 3,OC 3, 000
Conduit or Duct
34 L-108 Co
unterpoise ire, ~6 Bare, Installed in LF 3 00 Trench,Conduit or Duct, incl Ground Rods 3,000
35 L-110 2-way 4 Inch Conduit, Encased in Conc.
LF 15 150
36 L-110 4-way 4 Inch Conduit, Encased in Conc.
LF 17 170
37 L-125 Remove Existing Runway Taxiwa Li ht
Y 9 Ea 1 14
38 L-125 Medium Intensity Runway Light, Base Mtd. Installed
• Ea 8
39 L-125 Medium Intensity Runwa Li ht, Stake Mtd. In
Y 9 stalled Ea 1; 12 Project Name:
40 L-125 Medium Intensit Runwo i
y y L ght C C Globe, Installed Ea 4
41 L-125 Isolation Transformer, Installed
Ea RUNWAY 26 2
42 L-125 Raise Existing PAPI Units with New Foundation EXTENSION
LS 1
43 L-125 Raise Existing REIL Units with New Foundation
LS 1 Drawing Name:
44 L-853 24 Inch Retroreflective Marker - 3 Band Sit
o Mount Ea 1, 13
U
I~ ARY
UANT ITIE S
AND - REWS MURP
HY
Le: iy Drawing Number:
i 2003 0.1
NSBORO

AI~EWS-MURPHY A~PO~'T
v I • cI a
0 a ~ \
l~. .~a
h~~i TEMPOR:,Y CONSTRUCTIQN ~ C-2 ENTRAN PAD E }
,,2s / I CONTRACTOR'S i I
a ~ . ~s I ~ ~w~ n ~ ~ u. ACCESS GATE • CFB~OKff COUNTY NC l1 i, ~ 'a
e _ 11 • e ~ RP~T 8019 RPpRT ROAD Q ° ~
u A~ o I i O J?" 0 r CONTRACTOR'S " Q3 a _ , STAKNG AREA TAXIWAY A C~°
RUNWAY 8 rl THE \9 EXTENSION ° ~
FILL AREA ~ - / r~s . C _ ~ o ~ o LPA Q
-~i ~ ~ PROPOSED \ ~ - _ GROUP - -
~ - ,r.,-..,,.., _ CULVERTS o
. . . . ~ ~ AVIATION CONSULTANTS 'rte-. 1~I
,w~ ~ ° ° / -,..~-.,1-.~ . . LPA GR f N rth OUP o 0 C~
EXISL RPZ _ Q 2 _ 250x450"x1000' • ~?r":•~ ~ £
/ 20 1 APPROACH S10PE ~ SA -c--r;-. RSlF~' '.',1~' 5 R ~ ~ ' •----=x _ , u4.i-~-~- SA R514r ~ 1031 Albert Pick Road, Suite 302
- - - " k ® _ EJOST. 5000x75' RUNWAY ~ Q RUNWAY&46 _ , ~ ~ ~ ~ Greensboro, North Carolina 27409 ago - -
"'»««+H.."'«"µ . ~ ~-f~~ 3~A. ,~A ;SSA , R~: ATLANTA, GA • BATON ROUGE LA • CHARLESTON SC
- --.r. -y....~ ~k~ ep~ ~ ' ~ o ~ CHARLOTTE N • • ~~~x p / C CHICAGO, IL COLUMBIA, SC
. ` ~ 1 - _ RUN j GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
RUNWAY 26 ' ~ . / KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ••i/ / ORLANDO FL • RA I H N •
. 100' R,o.w.' Ex~sr. TEMPORARY EXT Q~~ ~ ~ EXIST. ANt~S WINDSOCK DITCH EXTENSION p~dra~~ ~ / LEG , C RICHMOND, VA SQ / / SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
5 y ~ - ~ CROSSING ' ~ ~~.........w.., , ~ /
~ %cD..r. (cREAr sMq< - •',.G. ~ ! EY MOUNTAIN Ra~.»."`"'»„""H+... ~ _ / Designer: Seal: ..a.' •..r.• /
j ~ IRDAD ~q~ 1- ` I , ~ I ,
~ PROPOSED / ~ 1 / RO ~ / ~ \ Technician: ~ ,
r MITIGATION DITCH
reams e~~"/ 5 INSTALL ~ SEGMENTED DCS - -
- - - Checked b . - - ~~/1 1,~~_ ~ TAEATNENTO Y - 2998
- ~ / ~ J „z ° PLANT Q . - fl M X03. ~ ~8
/ _ .N E..~. GIN4. / i O._.y . ~ Project Number: • ? '
U.S H WY. 19-74-~ T9
~ / J~ 1- '-"-*«r»»,«+~.., _ ` EVIV{7GV1V ~~~Tlr~~~~l~~~t`` '
~ I - . ."'fir r'_F
{
~ ~ _ / ~ ~
/ /L ~ ' / '
GENERAL NOTES
400 200 0 400 800 1200
11. EXCEPT WHERE DESIGNATED ON PLANS OR AS AUTHORIZED BY ENGINEER, 19. FAA CABLES WILL BE LOCATED A(` LOCATED AND MARKED BY FAA PRIOR TO CONSTRUCTION.
SAFETY AND SECURITY CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THEE CONTRACTOR IS TO NOTIFY FAA 3O D. XISTING RUNWAYS OR "Y FAA 30 DAYS IN ADVANCE SO THAT FAA CAN SCHEDULE
TAXIWAYS AS PART OF THE HAUL ROAD. THE REQUIRED MARKING TO PROTECT TO PROTECT CABLES DURING CONSTRUCTION. ANY CABLES GRAPHIC SCALE BAR
DAMAGED DURING CONSTRUCTION WILL 1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 12. ACTIVE TAXIWAYS AND RUNWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., SHALL PAY ALL COSTS ASSOCIATED N ZUCTION WILL BE REPLACED BY CONTRACTOR. CONTRACTOR SSOCIATED WITH THE REPAIR OF DAMAGED CABLES AT NO
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: AT ALL TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE CLEANED COST TO OWNER.
UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, BLOWERS OR OTHER APPROVED
EQUIPMENT, BY THE CONTRACTOR AFTER PROMPT NOTIFICATION BY THE ENGINEER OR 20. CONTRACTOR SHALL PROTECT EXI' • OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC AND APPROACH LIGHTING Y PROTECT EXIST1NG RUNWAY AND TAXIWAY LIGHTING SYSTEMS
AIRPORT OWNER, DUST GENERATED DUE TO CONSTRUCTION ACTIVITIES SHALL BE S STEMS. 150/5370-2D ADEQUATELY CONTROLLED AT ALL TIMES. A PROGRAM F SYSTEMS.
0 REGULAR RUNWAY AND
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-186 TAXIWAY INSPECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR, AND COORDINATED 21. ANY UNPLANNED, UNAPPROVED Of • PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT - AC VVI~H THE AIRPORT OWNER, AND THE ENGINEER. SERVICE TO ANY LIGHTING CIRCUIT OR APPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE
NOTIFICATION OF AIRPORT OPERATION OPERATIONS AND ENGINEER BY THE CONTRACTOR. ALL
150/5210-56 13. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF EACH NECESSARY REPAIRS WILL BE AT CON . BE AT CONTRACTORS EXPENSE.
• FAR, PART 139 WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON-WORKING DAYS
AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR CONTRACTOR'S EMPLOYEES AUTO THE CONTRACTOR WILL BE RESPOI _L BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF ALL
2. CONTRACTORS SHALL MONITOR UNICOM FREQUENCY AT ALL TIMES DURING PARKING, ELEMENTS OF THE CONSTRUCTION. RUCTION. EXIST. PAVEMENT
CONSTRUCTION. THE CONTRACTOR SHALL HAVE WORKING RADIO(S) ON-SITE AT ALL - - - - - - PROJECT LIMITS
TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL TO 14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. TEMPORARY MARKINGS, BARB VGS, BARRICADES, TRAFFIC CONTROL AIRPORT PROPERTY
CONTINUOUSLY MONITOR THE GROUND CONTROL FREQUENCY. PROVIDE A RADIO AT EACH
SEPARATE WORK LOCATION. 15. NTRA CO CTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT - PROPOSED PROPERTY
LINES, FOR THE DURATION OF THE PROJECT AS RE UIRE . 23. SEE SPECIFICATION SECTION 0103( Q D DAMAGED STAKES OR ECTION 01030 AND 01530. RPz RUNWAY PROTECTION ZONE
3. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND PROVIDE FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING
THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS (RUNWAY CLOSURE, LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ACCESS/HAUL ROUTE
ENGINEER FOR APPROVAL. THRESHOLD RELOCATION, TIE-INS, ETC.) SO THAT OWNER CAN ADVISE THE FLIGHT
SERVICE STATION AND ISSUE NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. 16. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. RUNWAY/TAXIWAY EXTENSION
REVI310N3
4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING o. Description Date By
THE PROJECT ACCESS GATES SHOWN ON THESE PLANS. CONTRACTOR WILL BE CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE INFORMATION WORK AREA
RESPONSIBLE FOR SECURITY OF ALL A IN AC RAN WITH T SHOWN ON CONSTRUCTION PLANS. G TES COD CE HE AIRPORT'S
SECURITY PLAN.
EXISTING CONDITIONSIUNDERGROUNDRHD CONCEALED FACILITIES
5. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME UNLESS SPECIFICALLY AUTHORI Y TH IN R I 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ZED B E ENG EE OR A RPORT OWNER. A XI TI ITl
LL E STING U L ES AND PIPELINES IN THE CONSTRUCTION AREA. ANY DAMAGE TO
EXISTING UTILITIES OR PIPELINES (ON OR OFF AIRPORT PROPERTY) DAMAGED BY 6. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET AIRPORT REQUIREMENTS FOR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR HA
S LL MARKING AND LIGHTING. REPAIR ALL UTILITY/PIPELINE DAMAGED BY CONTRACTOR AT NO ADDITIONAL COST TO
OWNER.
7. FOR ADDITIONAL SAFETY AND SECURITY REQUIREMENTS, SEE SPECIFICATIONS.
(SECTION 01030)
m
a HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES Project Name;
v W J V
N JV Z ~ Z ~~Q N T :
8. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON 2 Q ? ~~Q ~ ~ RUNWAY 26 ~ Q PLACE BARRICADES AT 25' MAX. SPACING 20 x 20 ORANGE FLAG (2 REQ'D)
o THE PROJECT LAYOUT SHEET, SAFETY PLANS, AND HIS APPROVED PHASING PLAN. THE ~ ~ ~ OR AS DIRECTED BY THE ENGINEER. SUPPORTED TO REMAIN IN THE ~TENSI~N
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO ~ W W ~ ~J ~ EXTENDED POSITION AND ORIENTED
a MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY ~ ~ - AS SHOWN
TO INSURE COMPLIANCE WITH SAFETY REQUIREMENTS AND TO MINIMIZE INTERFEREN ~ Q N CE TO 3 200 E
AIRCRAFT OPERATIONS DURING CONSTRUCTION. ~ _ - R/W ~ 2 SHOP' - ~ ~N E Drawing Nome: Op,~--'" SIN Z BATTERY POWERED FLASHING PPR . NGE , ~ ,
Q ° ~ CAF 200 ~ W k ~~~~£q~'~~, EXIST. ° 20: :1,A , pRA, W k - X YELLOW LIGHTS 2 RE D
~0 9. THE CONTRACTOR S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE Z Q RqN~ Z ~ - 20 - GCE - Q ~ Q ~ Q ) E, ~ 0 c~, ~ ~ 0 - VENI~
o~ ~ ,f V RUNWAY W ~ " , ~NI ao GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF W, ,,iVf - W. PR JECT L AYOUT - ~o ,
J o ~ OFZ k ' STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY OWNER PRIOR TO v N W ® ~ N 8 x 8 x 8 SOLID TIMBER
~o = CONSTRUCTION. W ~ aH W ~ ALTERNATIN 4" SAFETY G WIDE ORAN PLAN GE
io o~ AND WHITE BANDS
v 10. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
CONTRACTOR'S ACCESS ROAD, CONTRACTOR'S STAGING AREA, AND HAUL ROUTES SHALL N O
oa BE RESTORED TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE PROJECT. IN 3
~0 1 ADDITION, ALL EXISTING ROADS, APRONS AND TAXIWAYS THAT WILL BE USED AS THE 2
oa CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION ANO N.T.S. PL-1 N.T.S. T N.T.S. PL-1 AND - REWS MURPH Y PL-1
F RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE MEASUREMENT OR Autocad Drowing Reference:
rc~. nevuruT uni i nr uenr rnn nu[• irru
a rMlmLlvl TVILL DG MMUC rVft IrIIJ IIGm. to a Path: J: \Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ File: AM10 Projacl Layout k Safety Plan - Construction Sequence Plan.dwg
n Saved: Jul 02, 2003 - 10:27am by dstelljes Plotted: Jul 02, 2003 - 10'.27am
N uo 9 N Date: Drawing Number:
QO JUNE 2003
c0 w m Business Unit:
R o N
GREENSBORO

i
o p II
1 ,o AI~FEWS-~IURPt'iY AIAPOR'T
I ~ Q
1, CONTRACTOR IS ADVISED THAT WORK IN STREAMS MAY BE DELAYED DUE TO PERMITTING. 1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK OUTSIDE THE LIMITS OF THE STREAMS DITCHES MAY PROC IT / EED W HOUT DELAY AFTER
WORK INSIDE RUNWAY 26 SAFETY AREA. NOTICE TO PROCEED. ' 1 ~ ~ , ' TEMPOR'._° Y CONSTRUCTIp.IV ,
- N EC 2 E TRANG, PAD ~ ,
2. COMPLETE WORK SUCH THAT NO DROPOFFS -12g I ~ CONTRACTOR S
2. CONTRACTOR SHALL SCHEDULE WORK EFFORTS TO ENSURE THAT THE R HW.1'19 UNWAY EXTENSION tJ s. EXCEED 3 INCHES AT THE END OF EACH WORK - Ot0 ACCESS GATE ti
PAVEMENT AN A D SSOCIATED EXTENDED RUNWAY SAFETY AREA (ESRA)IS COMPLETE DAY. AI CFB~OKEE COI~(1Y, NC RpoRr R
BY THE END OF THIS CONSTRUCTION SEASON. o OAO
o 3. CLOSE TAXIWAY A AT THE END OF THE CONTRACTORS 1 _ THE
~ -----r- / STAGING AREA 4
RUNWAY. ~ ~ _ - - ~ MORRIS CREEK / ~ - LP a M_2 -
r/i ~ ~ B GR - 0 UP -
4. MAINTAIN ACCESS TO T-HANGAR TAXILANES AT - - MP ORARY OUTBOARD AVIATI~I CONSIATANTS
ALL TIM DU ' ES RING CONSTRUCTION. _ . ; 1,I DAYTIME RE OCATED BARRICADES
~ HRESHOLD SE I ~ ~R OP f o th ,ESHOLD SEE DETAIL 3 M-2 TYP. Pz p~~
5. INSTALL TEMPORARY DAYTIME RELOCATED TAYA R O PZ R 7031 Albert Pick Road, Suite 302
THRESHOLD ON RUNWAY 8. REMOVE AT THE END rm~
OF EACH DAY. _ ~ _ EXIST. A ~ ~ Greensbor ' o, North Carolina 27409
LOPE _ -~A - RP -RSA- RE1L ~ RSA _ RSA ' ~ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC RsA R t CHARLOTTE, NC • CHICAGO, it • COLUMBIA SC
~ EXIST. 5000'x75' R ~ RUNWAY &26 6. REFERENCE SHEET M-2 FOR TEMPORARY Ex~sz - uNwAY _ a
~ N74'O6'19"E TRUE MARKING DETAILS. RSA RSA RsA -RSA ~ / GREENSBORO, NC • GULFPORT, MS • JACKSON __.._J,50 ~ _ MLLE, FL a~o~ , - - _ _ _ 1 _ _ KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH
i RSA RSA ~ ~ , SC RsA RsA _ QRLANDO, FL • RALEIGH, NC • RICHMOND, VA
_ - - , / SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL 300' EXISL RPZ '
500'x700'x1000' / ,
t _ ~ ~ ` ~ - Designer. Seal: _ 20:1 APPROACH SLOPf ( i 1;-
1 RPZ II I I N I I I,! TEMPORARY C ry,~
~ 100 R.O.W. ~ EXIST. 5~~~/ ~ - ~ ~ 1 ~ . ~ EXIST. AWDS WINDSOCK RPZ ~ ~ q i Technician: DITCH ~ a~ o`~ •''"ssi''••
CROSSING DCS .
/ ~ .r... I\ I' )1 n r - ~ i (GREAT SMO 1' - - ----1 k' ~ Checked by.
/ KEY MOUNTAI 1 ~ - 22998
1- N RAI
~ ~ % .NGINE~ Project Number: •
~ 'G x p.gp~y~ ME 1 'w"'tiw.'"""`.«w ~ / 17f1HVLVN ffllUll,llll
~ CH . ~ . ~
RICKE` ~ ~ _
71 / _4.
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O. I r
( .~a,t ~ - ~ EXIST. PAVEM ENT
1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK OUTSIDE THE EXISTING RUNWAY SAFETY - - - - - PROJECT LIMITS
AREAS. ' 1 TEMPOR4~ Y AIRPORT PROPERTY CONSTRUCTION e
EC-2 ENTRAN - C PAD PROPOSED P
o -12g o HWy 19 ROPERTY 1 :CONTRACTOR S
2. INSTA ~ S• ELATION OF THE PIPE CULVERT UNDER , o - Otp ~ _ pAD - x - z - FENCE ACCESS GATE
TAXIWAY A2 SHALL BE COMPLETED IN ONE DAY. e IRPOR7 R o A c AI RPZ RUNWAY PROTECTION RPORr
COORDINATE WITH OWNER AND HANGAR TENANTS 0 Rogp ZONE CONTRACTORS ~ ,
TO MINIMI o ZE fMPACT TO AIRCRAFT OPERATIONS. TA ACCESS/HAUL ROUTE S GING AREA
~ _ ~ ~ ~ ®®o®
3. WORK IN THIS AREA IS UNRESTRICTED. ~ ~ , ~ ~ r"' E GENERAL BARRICADES
T E 2 THIS SHEET ~ RUNWAY/TAXIWAY
r~~lr-...-a.wr • EXTENSION BARRICADES
- - -..rte-..t.-,..1~~-...r.+~. _ ' (TYP.) 1 1 WORK AREA
RPZ
B 7 /I 1 PL . - ~ ~w~: TAY A A.~. r~wA I
EX1SL RPZ I 250'x450'x1000' ~ 2
~ _ 20.1 APPROACH SLOPE / . - ~ ,
REEL _ RSA f ~ ~
EXIST. 5000'x75' RUNWAY RuNwaY aZs , 1 ~ yo` N74'O6'19"E 7RUE
. . - --150 ~ _ ti I
'-yam
~ i _ I
.?•-~wl~ . ?l~ l APPROAL~ Std 1/ `
1. ~ ~ 100 R.O.W. ~ EXIST. T TEMPORARY
5~?`'/ ~ ~ ~ ~ EXIST. AWnS C WINDSOCK a~ DITCH
s~ _ _ o ~ New ROBBING ,
N: CD. T. (GR - - - ~ EAT SMOK 1' - ~ - / ,
EY MOU ~ NTAIN RAILROAD LEA ~ 1
o. Description Date B
~ PROPOSED ~ y ~ /
MIT r MITIGATION DITCH / -
gRANCMj RI(~~_ _ / _ ~ .
,,~i' -
~
e c I
O. i - - .
~ ; C] 0,
1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK INSIDE THE RUNWAY SAFETY AREA. °4 ' 1
' TEMPOR ~ Y CONSTR UCTION ,
2. COMPLETE WORK SUCH THAT NO DROPOFFS o - 9 _ EC-2 ENTRANC: PAD
a .I 19 12 EXCEED 3 INCHES AT THE N S, HW E D OF EACH WORK o - OtD ~ / CONTRACTOR S
DAY. ROAD ~ ACCES AT S G E
pIRPDRI d O o n AIRP _ ORT ROA
v p r- 3. FOR WORK AT APPROACH END OF RUNWAY 8 T o CONTRACTOR S
/ / STAGIN =Pro' ct Name: G AREA ~
ERSA, INSTALL TEMPORARY DAYTIME RELOCATED ~ ~ / - / ~ MORRIS CREEK ~ -f•rr--
THRESHOLD ON RUNWAY 8. REMOVE AT THE END - r---- ~ - ~ r l - f ~
OF EACH DAY. ~ ~ r ~ I . _ ~ _ RUNIIVAY 26
o a ~ 1,1 ' ` EXTENSION
4. TURN EXISTING PAPI OFF PRIOR TO RELOCATING TEMP . ORARY (OUTBOARD v ~ 4
THRESHOLD. 5 CLUE DAYTIME RELOCATED rnvA RPZ PZ 1
RUNWA M-2 M-2 THR H _ TAYA Q ~ Y ES OLD SEE DETAIL 3/M 2 TAYA . 1 Drawing Name:
J 5. ALL WORK WITHIN RSA ALONGSIDE RUNWAY MARKING _ _ - _ EXIST. ARP ~ ~
~ g LOPE SHALL OCCUR AT NIGHT UNDER CLOSED RUNWAY r~rr• _ - n o - - RSA ~ 1 1
_ - I CONDITIONS. ~ Exisr. 5000'x75' RUN ~ RUNWAY RSA RSA ~ ~r-
first.. WAY p ~2s ~ CON / STR N UCT ION ~ so - ~ - - - - - ,
- C o _ _ ~ ~ - - UEN SE CE A a.., ~
x ~ ~ / v ~ 1` PLAN
EXISL RPZ 5 CLOSED soo'x~oo'xlooo' .J /
T LL 1. M... _ RUNWAY 20:1 APPROACH SLOPE f ' 1 1-~!
~ ~t p ~ ' ~ 100' R.o.w - TE , M-2 RPZ MARKING TEMPORARY RPZ /
EXIST. o~ ~5/ ~ ~ EXIST. AWOS h?NDSOCK DI
DITCH ~ r P~ 1 : ~o
0 0 _ - - - - - _ - _ ~ CF - - CROSSING f~-"-' ANA - REWS MURPHY
~ ~ _ - -
F j _`^1 ImOKEY MOUNTAIN r
~ RAILROAD LEASE) 0 o t tocad Drawing Reference: ath: J:AdrewsMurphy\Ra362010 -Runway 26 Extens i Plans Flle: AMID Project-Layout & Salety Plon - Construction Seon~uence~Plon
yN / _ ved: Jul 02n, 2003 - 1 300 150 0 0: 27 am by dstelljes / Plstruct. Jul OZ, 2003 d10927am
x z 300 600 QQQ te: Drowin Number:
j aN gRANC JUNE 2003
gICKET~~ . GRAPHIC SCALE BAR siness unit:
' GREE NSE

arn~ws-MU~r a~oRr
TAXIWAY
300' RUNWAY
;~t;
TIE TO 10' 15' 12' 10' 17.5' 17.5' 10' 12' 72.5' 4' 6' 152.5' 10' 400' SAFETY AREA '~$~r ~
EXISTING
GROUND ~ 10' 37.5' 37.5' 10' 152.5' VARIES
FINISHED THE ~
GRADE
~ FINISHED SPA
1.5% 1.Sy S GRADE GROUP
AVIATION CONSULTANTS
~ * VARIES -SEE GRADING PLAN
TIC LPA GROUP of North Graff, p.a.
7031 Albert Pick Rood, Suite 302
4' o~ ~ f ~qRi 5% y ~ Greensboro, North Carolina 27409
COMPACTED SUBGRADE (P-152) J SEE e~ ~ rJ~ ATLANTA, GA ~ BATINJ ROUGE, LA ~ CHARLESTON, SC
DETAIL TS-~ COMPACTED SUBGRADE (P-152 GEOGRID (TENSAR BX-1100 CHARLOTTE, NC ~ CHICAGO, IL ~ COLUMBIA, SC DE (P-152) ~ SEE 4 ~KNOXNLLE, TN ~ MOB EORAL ~S MIRTLEKBEACH, SCFL
OR APPROVED EQUIVALENT) 25% VARIES GEOGRID (TENSAR BX-110 4" BITUMINOUS PAVEMENT OR APPROVED EQUIVALENT 18" CRUSHED AGGREGATE (2" SURFACE COURSE, 2" BINDER COURSE)r DETAIL TS-~ ORLANDO, R ~ RALEIGH, NC ~ RICHMOND, VA
~R BX-'I ~ OO 4•~ SARASOTA, R ~ TAMPA, FL ~ WEST PALM BEACH, FL
QUIVALENT) 4" BITUMINOUS PAVEMENT -
Designer Seal: (2" SURFACE COURSE, 2" BINDER COURSE) JSJ
BASE COURSE (P-209)IN 18" CRUSHED AGGREGAT THREE 6" LIFTS TACK COAT BASE COURSE (P-209) I BITUMINOUS PRIME COAT THREE 6" LIFT a o TYPICAL SECTI AGGREGATE TIE TO Te~~.~,a~ R
CA P-209 IN TACK COAT EXISTING oi[ssi
:E 6" LIFTS GROUND DC3 , ~:~eQ .
BITUMINOUS PRIME COAT Checked by E
SECTION -RUNWAY 26 EXTENSION %"~~-~~e3:'
~ ~ N.r.s. STA. 149 z~ Project Number: ,y ~'`~N~~NEEQ'~~~.~ STA. 149+96.30 TO STA. 155+02.30 rs-~ -,,?."'MEj~P~,.~
AASe2oto .
~ + ~ ~
L~ ~t O RUN WAY
Z ~ VARIES 400 SAFETY AREA
w N 12~. VARIES (DITCH) 200'
VARIES
STA, 155+31 TO STA. 166+37) 200' (DITCH)
GRADE
M1.5" POINT
VARIES (3~ yob DIES (3~ MAX)
} - VARIES (2~ MAX
nE ro A.
exisnNc Gr~'~
GROUND TYPICAL SECTIO
ECTION -RUNWAY 26 SAFETY AREA z
N.rs. STA. 15 RUNWAY END PAVEMENT DETAIL 5 STA. 155+02.30 TO STA. 165+46.30 TS-~ TIE TO \
EXISTING
N.T.S. TS-1 GROUND
RUNWAY
SAFETY AREA -VARIES
VARIES VARIES
TES VARIES VARIES
GRADE
VARIES TES POINT
REV~or~s
4.1 CUT/FALL
CARIES o. Description Dote By
1------------------
o TIE TO ~TjFI
F ''O EXISTING
W N + GROUND TYPICAL SECTIO ECTION -RUNWAY 8 SAFETY AREA 3
o Q a N.r.s. STA. 97+ 3 STA. 97+38.00 TO STA. 100+00.00 TS-~ TIE TO `
EXISTING
z ~ ~ MILL EXISTING ASPHALT SAWCUT STRAIGHT VERTICAL SURFACE
BUTT JOINT AND TACK GROUND
5' (TYP.) EXISTING SURFACE 4" BITUMINOUS PAVEMENT
(RUNWAY 8-26) (IN 2 LIFTS) Project Name:
2'--I -i Q y RI~IWAY 26
2^ ~5 PROPOSED ~/C 1.5' EXTENSION
" PAVEMENT ~5, d o 6^ ~ Drowing Name:
GEOGRID (TENSAR BX-1100 ° EXISTING BASE 1g" C.A.B.C. (P-209) OR APPROVED EQUIVALENT) pgy PLAN EDGE E%15T.
PAVEMENT
a ~
yo
o a a TYPICAL SECTIONS a
E
EXISTING SUBGRADE COMPACTED
SUBGRAOE
(P-152) EDGE OF PAVEMENT DETAIL 4
N.T.S. TS-1 ANDREWS-MURPHY
Qi innniev Tim ~n~ fICTA 11 ~ (~FF~FT DT ~YIC
' vm-e FILE 1_/\IV 1 io 6 Is %.go nuwcua urawmg nererence:wg Poth: J_lJIO Typical \Andrews-AluSectionsrphy~Ra3fi201d 0 - Runwoy 26 Eetension\Plans\
3N U N. T. S. TS-1 PAVEMENT FIL File: A Saved: Jun 30, 2003 - 7:12pm by dstelljes / Plotted: Jun 30, 2003 - 7:12pm
NT FILLET . Date: Drawing Number:
N. T. S. o> a o TS-~ JUNE 2003
m
Business Unit:
GREENSBORO

~ I; ,
`I I I I k
I I I I - I I 1 I 1 ~4~IDREIN5-MURPHY AIRPORT
I_ I I I ~
-I ' ~ I 4 ~ I
L ~
_ -~i ~ i 1 ~ F
I - - 0 0 0 • I o 0 0 o o z
0 o Q + + ~ ~
L ? ~ N , ~ I ~ ~ ~ o Ch6~OKEE COlM1Y, NC
L ~ ~ ~ ) N N N ~ ~ W
I N N Y U
}I THE
\ CONCRETE MONUMENT SET ~ LPA
ll H ~ STAMPED 1NANGR ~ I - -
N = 562630.771 TAXIWAY A + a STA. 249 94.14 GRO P - U -
E = 549697.838 EX1ST. TREE t~- l EX1ST. TREE AVIATION CO NSULTANTS
ELE~ = BEGIN TAXIWAY A 1700.315 EXTENSI N 30 CHERRY 0 I I 30 CHERRY
N = 4 (TO BE RE J,,,, 562 61.38 A RP 0 of N rth o K .a, T p (0 BE REMOVED
I I ~ ~ _ 7031 Albert Pick Road Suite TAXIWAY A STA + 302 .255 02.3
E 549821.72 I 0 Greensboro, North Carolina 27409
0 17.12 44+ ~ N END TAXIWAY A EXTEN SIGN
i . _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC ~ ~ ~ ~ . = CHARLOTTE NC • CHICAGO I •
~ x 404+00 I A s N 562600.55 , L COLUMBIA, sc GREENSBORO NC • GULFPORT • MS JACKSONVILLE, FL
2g 8g •3 , 9 w E = 550310.45 KNOXVILLE, TN • MOBILE AL • MYRTLE B A EXIST. TREES & SHR ~ E CH, SC UBS ORLANDO FL • RAL IGH •
E , NC RICHMOND, VA
TAXIWA x Y A STA. 249+78.80 I (TO BE REMOVED SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TAXIWAY A2 TA EXIST RIP-RAP WE! S .403+00.00 I `~i~ ~ Designer: Seal:
~ x I (TO BE REMOVED . . - - ~ JSJ
~ CA
EX1ST. 24" RCP ' I 50 x Technician: t~~
T APER ~ p4ESSlp . ~ • 2~ Hq' ACS ! '
I I
~ 17.E ~r~ Checked by. ~ _ 98 . F.
403+00 ~ w - `t `~l - I 1."- _ 303+00.00 MJM 78~.
`C ~ , ~ i s _ Pro' ct Number: ~ • ~ ~ c/ ~Q~ .
i RA362010
~ 50 i
~ TAP 50 TAXIWAY A TA S .254+84.80 NOT S:
BENCHMARK TAXIW N AY A CO CRETE MONUMENT FOUND TAPER ' TAXIWAY Al STA. 303+00.00
n ~ x STAMPED FRANKLIN 1. ISOLATED THE R
N = 562499.506 E EMOVAL WILL NOT
E=550106.669 x F I ELEV.=17 ,~.Y BE MEASUR ED SEPARATELY. COST IS
03.428 INCIDENTAL TO OTHER ITEMS.
402+00 ~ I x _ _ RPZ 302+00 RPZ
~ ~ - -RPZ 2. SEE LIGHTING PLANS FOR ADDITIONAL
RPZ 1 }1 ~ - - INFORMATION ON ELECTRI Z CAL
1 QI x - ~ DEM OLITION.
3 i -I
I I 300' x
- 15.7' 6 t`_ Exisr. wri EXIST. WIRE FENCE ' ' '
n EXIST. 6 D!P ~ y « I TS-1 24 x TO BE I 17.5
( (TO REMAIN I I T ~ (0 BE REMOVED X
I PAVEMENT MILLING O I }
41 ~ I x O 0 +00 EXIST. WOODEN FENCE k
+ I I R55 301+ ~ TO BE REMOVED O ' ( R55 (TYP.)
~ ~ RSA RSA RSA R EXIST. RUNWAY UGHTS ~ x k ~
SA ~ r ~ RSA (TO BE REMOVED x
/ ) Y/ r
x Q ~
I- ~ 75 RUNWAY 8-26 STA. 1 4 k 5 +84.80 x Q
x . ~ . ~ .ry :mot TAXIWAY Al STA. 300+00.00 F- ,..f;
~ . ,3 is 4 I ~~~r ~
~ ~ z .1 ~ ~ i. ' f
y} 300+00.00 k: x
r3 ~ ~y tin'
r ' a • i i` ~ X
r )'s~+' ,.i ~Y, i . . ~ rt vA " {f., ~ } I
^3 x T BRANCH ~ RICKE
~ ~ I°\ ~ - - - - - - - - - - - - - - 75 ~
- - - - - x x - +
50fi' RUNWAY 8-26 ST A. 155 02.3 0
RSA RSA RSA RSA RSA RSA ' v RSA / x EXIST. SLUICE ~ END RUNWAY - R 8 26 EXT ENSION
RUNWAY STA. 149+78.80 ~ x (TO BE REMOVED o Description Date By
TAXIWAY A2 STA. 400+00.00 ~ • • . N = 562312.02
RICKEY BRANCH / x _ o 0 0 x E - 550392.61 0 0
l + ° + + ~ ~
FLOW x k ~ ~
k + RUNWAY 26 STA. 149 k n
96.30 ADDITIONAL CLEARING
B x EGIN RUNWAY 26 EXTEN . SION x & GRUBBING
RP Z SEE SHEET GD-6 Z
N = 562173.49 k RPZ
E = 549905.94 RPZ
ELEV. = 1696.81 v
x k 'Z
EXIST. TREE 16" SWEETGUM EXIST. EDGE OF PAVEMENT
T NEW EDGE OF PAVEMENT Project Name:
(0 BE REMOVED) EXIST. AIRPORT PROPERTY LINE
x
x EXIST. EASEMENT _ RUNWAY 26
a PROJECT LIMITS
x O O O p o ~ x Z RPZ EXIST. RP ~TEN$I~
E o O O O O O ~ ~ ~ 0 O O O RsA EXIST. RUNWAY SAFETY AREA
~ In ~D I~ 00 p~ o + + + x O O O x + + + NEW DRAINAGE PIPE
~fi ~ ~ ~ ~h ~ r- N .t+A~ ~ ~ c0 - " - x - EXIST. FENCE Drawing Name:
J ~ ~ ~ r ~ ~ ~ ~ r uE x ~ rn ~ x ~ ~ - x x ~,y-- FENCE REMOVAL
Ea 00 u EXIST. 1REE
(7 m OI "^"'W`~",^ EXIST. TREES & VEGETATION 12" ALDER
~o EXIST. WIRE FENCE _ x - -F-+-H-~-~-+-f--~-~ EXIST. RAILROAD TRACKS :NCE TO BE R M V GEOMET E 0 ED RIC LAY OUT
~ ~ 0 j°n (TO BE REMOVED`
`o~ c>' VED CONTROL POINT AND
u w~ EXISTING AIRFIELD LIGHT DEM LITI N 0 P LAN
n~ as PROPOSED MITIGATION EXIST. TREE ~ REMOVE EXIST. AIRFIELD LIGHT 6" DOGWOOD
EXISTING PAVEMENT
R DITCH SEE PLANS FO ~m ( (TO BE REMOVED
° ° FENCE M oT ~ REALIGNMENT INFORMATION RE OVAL AND - NEW PAVEM NT REWS MUR E PHY
o a CONTINUES- TO
nnn irnT u.~Tr. . _ _ . _ _ Autnenri nrn,vinn Refnrnnrn~
rRV%Jt~I LIMIIJ >K CLEARING & GRUBBING PFilath.: J:M
SEE SHEET GD- 5 ( 1o ) ,o AAAnD Idrews-GeometriMurphy\Ra3620D c 1e0mol.ititiRonunwayPlan.26dwgExtension\Plans\ e yout La & 50 25 0 50 100 150 Saved: Jun 30, 2003 - B:. 59pm by dslelljes / Plotted: Jun 30, 2003 - 9: 00pm
0 PAVEMENT MILLING & OVERLAY Date:
QM /C mm~ Drawing Number: JUNE 2003
x GRAPHIC SCALE BAR
in Business Unit:
GREENSBORO

r~ /
I ~ ~ . ~i , fxlg~------------ \ , ' / ~ N~1~/1 X1,1.1 1~1~/1 N 1 11 f111 N ~ 11
. ~ T~ HE~ffl'WAL1 ~ >>o ~ ~ ~ ~ ~ / TAXIW Y A TA. 255+02.30 s A S
o ~ ~ TAXIWAY A STA. 249 4.14 ~ ~Qi ,
E~ i ~ t ~ BEGIN TAXIWAY A E TENS! N INSTALL .LEVELING COURSE ~ I~ArnNG END T W Y A EXTENSION - ~ - , AXI A .~Z; , -~o ,
AS REQUIRED TO TRANSITION ~ , _ ` N ~ I N - 562461.38 -ii; 10• I EXIST. TAXIWAY A2 TO MEET 'F- N = 562600.55 ~ ~ -
~ E - 549821.72 ; ; _ E = 550310.45;' ~ ~
Exisr. PROPOSED TAXIWAY PROFILE. T¦: SLOPE - 0.30% l I I , 1 x I
RIP RAP I S O O O DRCH A o o , i O O O O O . ~ ....404+17.12 +~-,r..r + . + W ~ CF6i0K~ COUNIY, NC
EXIST. ~ ~ N M sty w~ ~ ~ iw' cll ~ i
ITCH - ~ . ~ ~ N N ~ p I i N N N N N 1~ , ; ~ NO LAND DISTURBING ACTIVITY ~ THE
404+00
,I , SHALL OCCUR WITHIN 35 FROM r LPA
A I ~ THE NEAREST NATURAL DITCH , _ ~ GRO P _ . U
49+78.8 TAXIWAY A STA: 2 0 ~ DITCH A TOP-OF-BANK. TYP, ~
w TAXIWAY A2 STA. 403+00.00 0` I ~ C ~ ~ - ' ; I AVIATION CONSULTANTS
o 4 = o THE lP ~ R P fN~ o o Cx p~
' INV. I,; i I n ~ -
Ex1sr. 24 RcP I 1695.0 INV. = 1695.5 INV. = 1696.0 C Z s9 yp w w uo uo ' ` w uo uo uo w Z MArnNC , ~ , 7031 Albert Pick Road, Suite 302
ELEV. = 1694.43 a 4 RCP , 14 _ , ~ Gr en r N h - e sbo o, ort Carolina 27409 ~o' ;~~i
. , • 1 .4 `r. 1696.0 _ . ) , • r. D = .5 ~ MATTING SLOPE = 0.29% ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
' 1698.2 _ + I _ _ _ .K.... ~ . - --.~.•-~-••~Y - 1698.2 303+00.00 g~~ a,, CHARLOTTE, NC CHICAGO, IL COLUMBIA, SC I io~
fVH , ~ . -r OLE F _ ,l 1: 1698.0 . ~ )648 1698,.0; D = .6' GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL _ KNOXVILLE TN • MOBILE AL • MYRTLE BEA H ; - SLOPE - 0.42 C , SC
1. . . ~ S~WCI~r SAT. _ - _ VERTI~AL~A~~. " ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
.f DITCH H SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TACK:. _(TYP.) - ~ - g~;. y ~ . INV. - 1693.2 p ~ 1
INV. = 1693.7 p - . ~ - D 'g Seal:
NEW TAXIW~ ~ INV. = INV. _ TAXIWAY A TAXIWAY A STA. 254+84.80 DITCH I
MANHOLE ~ 1693.0 1694.0 ~ TAXIW~ NEW 24 ~ TAXIWAY Al STA. 303+00.00 CqR ` O~ ~y Technician: ~ Q(
g ~ •.1695 ry - RCP 6 DCS ~:Q
_ 1 m DITCHB 2
_ NEW -24 RCP - g - - _ = 95 - _ . 402+00 C0 INSTALL 10" STEEL ; ~ 30; CULVERT 1 Ch - B ecked by 022998 -
~ 1 _ DI TCH C _ . _ _ ` - - CASING PIPE FOR ~J 302+00 - 138 LF OF 24" RCP 0 .209a CLASS IV - -off PZ MJM G Ib ~ 1 INV IN 1692.58 RW STA 150+24,10 OFF 206.00 LT ~ F ~
- - 3 \ ~ I ~ ~-t--- MATTING g ~ RPZ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT N61NE~;.. ~ g Project Number. •
~ { , FUTURE USE. CAP. o, ,ey INV. = Ps o, ~ INCLUDING FLARED END SECTION ~ ~,~J, CP~~~
1 I DEPTH OF COVER = ~ D = s-9" RA382010 ~~~~ruiim~`~ 7~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME
1 I: ; 1693.0 ~ ~ ~ sLOPE = o.2s~ 3 MINIMUM MATTING ~ 1 } -~6T ~ ~s RW STA 148+86.27 OFF 206.00 LT 2 ~ TOP 1695.54
Q I ~ ` ~ ~ - ~ 1695 CH B ,i ~ NOTES:
i 1 ~ - ~ 1 o - 2.75' ~ i I CULVERT C1 ;b' "
SLOPE = 0.2% ,h ~ ' S ~ - - ~ 3T LF OF 24 RCP 0 .209'a CLASS III 3 INV IN 1692.30 RW STA 148+86.27 OFF 206,00 LT
r ~ I . I DITCH C , ; ~ , h ~ ' ' SAWCUT NEAT NEW `I 1. CONTRACTOR SHALL ANTICIPATE DOUBLE i, INV OUT 1692.23 RW STA 148+60.24 OFF 180,00 LT
VERTICAL FACE. INSTALL 10 STEEL CASING PIPE I ~ ARCH CULVERTS ~ I'; INCLUDING FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
_ _,401+00 I ' FOR FUTURE USE. CAP. DEPTH OF • - 301 ~ ~ TACK. TYP. , ~ ~ . _ EXIST. INVERT 6 DIP , i k - f ~ SITE SOILS PRIOR T 301+00 cuLVERT Al 0 COMPACTION
• _ s ~ COVER = 3~ MINIMUM _ ELEV. - 1694.33 i f 6"' lla~ ~ i _ _ _ _ - - _ ~ ~ 64 LF OF 24" RCP 0 .59~ CLASS IV M ~ i. - " 4 INV IN 1694.76 RW STA 150+56.76 OFF 358. I
C7 ~ ~ TO BE ABANDONED = RSA A ~ , ~ _ ~ , a LT 2. ALL COST ASSOCIATED WITH SAWCUT ' ~ i INV OUT 1694.43 RW STA 150+12,92 OFF 312. T 0 9L
INV. = 1693.7 INV. = 1694.0 BITUMINOUS PAVEMENT SHALL BE
INV. = 1693.5_, F- , 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME INCIDENTA T TH 5 RW STA 150+1 . FF 31 .9 T L 0 E UNIT PRICE FOR
W - 1696.' RUNWAY 8-26 STA. 154+84.80 ' ~ 2 sz o 2 L ~ TOP 1698.21 MILLING BITUMINOUS PAVEMENT. ` W
_ _ _ _ _ 1696. TAXIWAY Al STA. 300+00.00 ~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 W
z ~ x• - ~ ~ ~ 6 RW STA 158+32.75 OFF 210.84 LT
~ } M . •'196. ; , ~,,_4t. ~ {697 . .,.E . g ~ ~f y, . ~ .r ry 169 ~ 1697 6 0 . _ 1696 - ~ ~ i INV 1700.16 (n . r_
169 a ~ 1 ~ ; i 480 LF OF 47"X71" BITUMINOUS COATED L.S.
W - ~ _ _ - - - - 400+00.00 _ : , - - - ---f---~- . , ~ , 30( . 300+00.00 , ~ W --F- - - - _ ~ _ ~ PIPE ARCH CULVERTS, TYPE A, .668" THICK 0 1.48% W
1 1696 _ _ 8 ' ^ _ ~ ~ ~ ~ INV IN 1700.16 RW STA 158+28.32 OFF 210.84 LT I ~ ~ ~ ~ INV OUT 1894.15 RW STA 158+64.29 OFF 202.00 RT
. - , , . _ - . ,
_ _ v_ ~ O - Y _ s _ rr. - --.r.-..r - i ; 480 LF OF 47 X7. BITUMINOUS COATED L.S.
O _ ~ ~ - - x 1 11 y - _ + 6~ ~ ~R - ~ ~ ` ~ ~ 8 PIPE ARCH CULVERTS, TYPE A, .668" THICK 0 1.48% Q INV IN 1700.16 RW STA 158+36.21 OFF 210.84 LT - _ - ~ _I
- w w uo uo un uo ® uo , ' -ou: uu iio - _ - _ - - - r ' - - _ _ . INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT _ _ - _ _
INV. = 1693.0 ,1 CO ~ - -=-INV. = 1694.5 _ r ~.5 _ . _ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
_ ~ , _ - ; ~ - - , ; ~0 1 INV. = 1693.7 " RSA RSA RSA ~ RSA _~~J ~ ~ ~ ~ / i \ ~ i - ~ " _ ~ RW STA 158+68.72 OFF 202.00 LT 9 -
~AWCUT NEAT , ~ Q NWA TA 14 +78.80 ~ ' ~ i , " _ . - _ . ~ INV 1894.15
RU Y S 9 _ F i- E- VERTICAL FACE. . ~ RUNWAY 8 26 STA. 155 02.30 Q
TAXIWAY A2 STA. 400+00.00 . ~ ~ ~ ~ es TACK. TYP.. _ y- ~ . _ E - H END RUNWAY 8-26 EXTENSION
) - s AN. - - - _ T. R CH - - _ _ - B RIC4~E ~y . .
` - - N _ - _ Z ~ - _ _ _ N=561 23 2.02 W
; ' , . _ _ \ . - ~ , 1700 _ _ ~ E = 550392.61 Z
- - RUNWAY 26 STA. 149+96.30 - _ T 4 - ~ - J
i - ~ _
.:.BEGIN RUNWAY 26 EXTENSION . U _ 2 U
~ ~ , N = 562173.49 _ - ~
Q _ ~ - RP - . ~ E 549905.94 , '~co a R
- - RPZ
- - ELEV. - 1696.81 , 16 DITCH E , ; 9s o. Description Date By RPZ
DITCF DITCH E
g RPz
RP DITCH D ~ - "
c , ,
o ~ _ - ,

, MATIING
O O O O O O O O O • O O O O O
0 0 0 0 0 0 0 0 0 O O O O O D=1.5' O
+ + + + + + ~ MATTING I~ 00 0) O r• N M ~ ~ s~ ~ + + ~ + + SLOPE = 0.45y O . + + ~ - ao o~ O DITCH D
st ~ In lA ~ ~ ~ ~ ~ D = 1.25' ~ N ~ In co co
~ SLOPE = 0.75 ' \ ,
~ ~ DRCH E ~ ~ 1
1 . n y - Project Name:
NEW
MITIGATION '
INV = 1692.5 T H . DC R . UNWAY 26
4 IXTENSION
- - _
x
- O a / . - 1 r
m 1 Oi F ~ ~ a \ ~ i ' ~ ' ~ ; ~ ~ ~ ` ~ Drawin Name: - ~i a .r J
° ~ ( . ~ . ~ - _ ~x i ~
I mE / ~o ~ 00 ~
° ~ - _ _ i . -
o~ ~ ~ . r _ RADIN -,1? , - - - - - ~ DRAINA
io ~ ~ o CN .w I p V' W _ ~ - - PLAN
I~ a / IP io ' ~ - - _ ~ -
. o' ~ ~ h c ~ / z ti ~O r : ~ _ .r' - -
w o / r. -
d T\ 3 - ~ I
K9 GD- ~ _ . -2 GD-
1 ~ FENC REMOVAL . ~ . ~ . RPHY NDREWS-MU _
O~ ~ J - nE ~ _ _ (CONTINUES TO , . . _ ~ ~ : J - Autocad Drawing Reference:
~ ~ _
N Path. J' Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ MM - • ' r X.. . r/.: j File. AMID Grading & Drainage Plan 1-6.dwg
=N SHEET GL-1 MM rr r x 0 ~ r r _ rrr;rrirr x ~ X ~ 111,11,11,10 ~ ~ , - i Saved: Jul 03, 2003 - 12:57am by MMaddin /Plotted: Jul 07, 2003 - 17: OOom
RON r r r r~~ ~ x 50 25 0 50 100 150 Date: - D 'ng Number: Drawing Number:
Qo r r r r r-~ I / d ,2 JUNE 2003
v N GRAPHIC SCALE BAR easiness unit:
l
GREENSBORO

` t ~Xr ~ ~ ~
~ ~ ~ ~ ~ \ . _ ~ ~ ~ a,xm ~ m ~M. ~r - _ 1
\ I ` ~ . ~ - ~ ~ ~ ~ , ~ _ ~ _ _ _ ~ P'YWft11~7-IYNrlfrll I'11f1fVr11
~ 'x \ ° , ~ ~ \ ~ 1 ~ ~ \ - A V. - _ ~QQ _ , R
t \ ~ \ ~ - ~ R . ~ ~ _ _
~ ` ~ ~ - - ~ ~ ~ ~ ~ ~ ~ • S •
~ \ , \ ~ ~ ~
~ _ _ \ ~ \ \ \
1 ~ \ x'~~ -
1 > ~ ~v _ - _ . /1~~/~y~ , ~ A ~ ~ - - ~ ~ • ~ ~ \ Vf~M~LG VWI~I I, IN
f ~ . ~ ~ ~ 1 ~ \ ~ ~ ~ ~ 1~ ~ _ _ , ~ ~
~ ~ ' ~ i / ~ ` V ~ ! . . ~
~ ' ~ ~ \ ~ ~ ~ TH E x
~ ~ ~ . ~ : , ~ . _ _ A
.
. _ UP R ~ ~
~ ~ 1 / J ~ ~ - O / ~ _ AVIATION CONSULTANT
~ / ~ , ' ~ MArnNG / k ~ ~ 1740 ~ ,
~ 1 / ~ \ _ ~ 170 V ~ R - LPA Pf oN orth K p,a
~o' \ ~ ~ ~ - , , J e 302 , 7031 Albert Pick Road Suit
D=.6' ~ SLOPE = 0.42f. , . 1 Greensboro, North Carolina 27409
DIT ~ ~ , CH H ~ _ , ~ ; - ~ ~ , . ~ ~ ~
k` ~ _ - ~ ~ ; ~k_ . ` , ~ _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC ~ , ~ , ,
~ , _ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ~ ~ ~ ~ ~ ~ ~ ~ . ~ - ~ . GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
r ~ 1 ~ ~ ~ ~ ~ ~ ~ 1 X35 , > KNOXI~LLE, TN • MOBILE, AL • MYRTLE BEACH SC
k 1 , ~ _ ~ ~ ~ ~ , . I . ORLANDO, FL • RALEIGH NC • RICHM
----1 x ~ ~ - - ~ ~ ~ ~ - ~ ~ _ - . I SARASOTA, FL • TAMPA FL • WE T P - S ALM BEACH, FL
Y7Q9 . • DITCH H k ~ i , ~ ~ . _ ~ , \ ~ I Designer Seal:
1 . ` `
• I CAR
/ ~ , I Technician: ~ ~
• \ I pCS : ~ Q~0 , ~
x ~ _ ~ ~ ~ - -
-EXIST. PIPE , . ~ ~ ' ~ ` ~ Checked by. - 022998 - - - - NEW DRAINAGE PIP \ ` I I -
~---i675~. - E • ¦ 675~ ~ - ~ - EXIST. CONTOUR E , ' I I ' M~II) '1 ~ NEW - ~ G 8 UNDERDRAIN
~ x . ~~o ~ . ~-1675'~ F 675 FINISHED GRADE ~ ; I ' i Project Number , CIHE
_ _ ~ 1675.5 S x 0.36% NEW UNDERDRAIN SLOPE ~ , I ~ ~P~~• 1675.5 SPOT E ~ MEN LEVATION CO ~ : I i RA362010 ''~~nnn~~~``
. X \ E EX Q NEW UNDERDRAIN CLEANOUT I , + I i IST. AIRPORT PROPERTY LINE , I . I ~
_ _ E EXIST. PROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT I i
EXIST. EASEMENT , , I' I NOTES:
•n••°° PROPOSED PROP AEEMENT Q NEW MANHOLE ~ ~ i ` I
p ~ . _ - - ERTY E ~ ' ~ I . PROPOSED PROPERTY LINE 1 NEW STRUCTURE NUMBER `I I ~ ~ GRADING LIMITS ~ , , , 1. CONTRACTOR SHALL ANTICIPATE
- - ~ - - - . . , ~ ~ p _ DISTURBED LIMITS ~ ~ ~ ' I
N _ - ~ E' P ¦ NEW DROP INLET W INLET PROTECTION ~ ~ , EXTENSIVE DRYING AND SCARIFYING OF ~--I-i-~--H- EXIST. RAILROAD ~ - - ° ` I
~ _ _ • _ ~ ` ' I ~ SITE SOILS PRIOR TO COMPACTION - X - EXIST. FENCE I '
~ 1~OS - x ffr- x I/F x ffi E; ¦ - _ . _ , E, x ~ x ? EXIST. DRAINAGE INLET I I ~ ~ EXIST. FENCE TO BE REMOVED I , i
_ x NI - - - - EXIST. EDGE OF PAVEMENT NEW I I I 2. ALL COST ASS RocK cHEac oAM , I OCIATED WITH SAWCUT NEW EDGE OF PAVEMENT I , I I BITUMINO
• . - _ - _ EXIST. TREES do VE TA11oN I US PAVEMENT SHALL BE GE
W ~ E; x, E, ~ EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP ' I ' INCIDENTAL TO THE UNIT PRICE FOR ~
~ 0.P E) ~ ExlsT. AIRFIELD ucHT REMOVAL I . MILLING BITUMINOUS PAVEMENT.
0.P EXIST. LIGHT PO I I x ~ ~ I ~ i
~ E) ` x W o- EXIST. POWER POLE NEW IN - I LET PROTECTION CULVERT , x
W ~ _ CONTROL POINT I ` , I ~ I ~
~ NEW DITCH RIP RAP I I
~ , ~ _ ¦ _ ¦ TE \
TEMP. SILT FENCE ,r~ : PROPOSED PAVEMENT CONSTRUCTION x I ` ' x m I O
_ ~ x, . ~ ~ ~;~I_`I 0
- - ~ x ,.-t~ ~ ~ _ _ 1' . I
r ~ ~ ~ ~ W / I i /t 1 .
t0 _ ~ _ _ T ~ 1 ~
N ~ _ 1 - - II ~ , x _ I . y _ . - - _
Q 1~ ~ Ix~ . LL - D ~ ~ i x - i - - - Q x - - _ ~
O 1~0 ~ O _ p ~ ~ 1. - _ _ f^ x _
O ~ p ~ ` O ~ p ixl ¦ O / ~ V/ J" ~ -
1 - + ~ + + ~ ~p ~ ~ ~ ~ - O x ~ O
Z co cp ~ ao ~ co O ,ix ~ N- M, + ~ +
r.. ~ ~ cp ~ ~ ~ Off" J ~ ca ~ - ~ . _ ~ , - ~ r- ~x ~ - ~ / ~ y ~ ~ F _ ~ ~p ;
~
~ • ~ ~ _ x ~ L ~ ~ ~ x. . ~x j ~ ~ ~ i' ~ , - ~ %
LL ; r ~ f ~ v 1 x ~ x - _ ~ - ~ ~ - i
1 ~ 1 ~ ~ ~ ~ / _ ~ 5 - - ~ r - i 1
v ~ ~ ~,y! ~ ~ ~ • ~ cam. w-~ _ f - ~ FIEVI810NS
\ \ ~ ` ` / - , , _ _
t 1 1 / x AIn~, ~ ~ ~ ~ ITV IL• • I ` ~ ~ _.x ; o. Descri tion _ y P Date B - ,
~ ~ / • FOR ~ t ~ . CLEARING & -
~ DITCH D ~ ~ - , _ _ GRUBBING, SEE ~ ,r. x - - - - - -
- . SHEET GL-1 - x ; ~ : _ - 9
, i, ~ x -
MATTING • _ - ~ i b - ~ y _ ~ _ _ Ap - r ~ ~ ~ a
~ h ~ • ~ / X `d~ ' 1 l U , x ,air , ' ~ ~ 1. " ~ , . , i ~ I
- ~ ~ ~ _ i D=1.5. ~ - , ~ - _ _ . _ x - ^ ~ - - ~ ~ ~ - - - ~
SLOPE _ x ~ • - , ` ~ 0 45~ ~ ~ - - _ - ~ - ~ - _ ~ ~ ~ x ~ - x / - ~ ; - - - ,
DRCH D - - . - ~ ? - , _ ,..w ~ . - - , -
. - ~ _ ~ - ~ _ x - ~ - , - - x _ j i
- - - _ . / ; r _ _ - ~ - / ~ ,
~ r - ~ _ _ x
_ . i/ ~ x ~ • y - . ~ - - - _ x _ 11
~ , ' x
/ x ~ _ ~ , - _ , ~ x s~ , _ . _ ~ _,,~s - _~~"a""
~ _ ~ - - , - Project Name:
~ , x i _ _ ? ,rte ~ _ y ~ - ~ - ' ~ - ; x - _ .
- ~ _ ~ - - ~I _ , ~ ~ , _ , _ ~ _ ~ . _
s ~ - - x = ~ , m _ ~ = ~ _ _ ~ - _ D - _ - ; RUNWAY 26 - _x ~ - -
. ~ - , x~- EXTENSION ~ This Survey is Referenced to the North American Datum of 1
- - ~ r / - _ 983 (Horizontal) and the North American Vertical Datum of 1988. All Traverses are closed and
f o _ _ ~ ~ ~ ~ have a minimum closure of 1:20,000. Combined Grid F P actor Used for this
- / . , ~ • roject is :0.99979632 All Distances shown are Gri d Lengths. All Benchmarks Drawing Name:
- Y .r - / / / I ~ ny ~ ~ ~ / i i ~ / / have been Verified by Double Run Differential Levelin . 9
' , - . r - . ~ / s. o ~ - - ~ - i ~ . y.r-, . ' ~ i - - - _ ~ ~ - i a i
o~ - / ~ - _ r i
l ~ ~ - ivy - - ~N ~ - ~ - _
an ~ ~ 1 ~ ~ - ~ _ _ 1p GRA DING DRAIN A
_ ~ ~ , _ P LAN
x~ / - . ~ r wo ~ ~ x
a ~ ~ ~ - - ~ i . -
. ~ c - i ~ ~ ~ f _ _ , ' x , ~ Gp. _ _ -2 ~ GD-
~ / ~ _ GD-1, ~y.
o v i r ~ ~ ~ ~ - ~ I ~ ~ ~ ~ r ~ _ " ' -.J - - ~ AND
REWS- - ~ ; MORPH Y
,r I
i 50 2J Drawing Reference: ndrews-Murphy\Ra362010 - Runway 26 Extension\Plons\ / O ~j 0 Grading & Drainage Plan 1-6.dwg
a~ y ~ x / 1 I I,~ !f 50 100 03 150 , 2003 - 12.57om by MMaddin / Plotted. Jul 07, 2003 - ib llam
LD Drawing Number:
, _ ra _ / x 1 I~ I ctp JUNE 2003 GRAPHIC SCALE BAR
x Unit:
REENSBORO

, i . . ~ ~ t / A l
l \ \ 1 ~ ` t~I _ I ~ ; / r
~ . \ 1 r ' . ~ / ~ . ~ - ~ - . , ~
~ - ~ ' i , _
\ _ . , \ -EXIST. PIPE t v ° I ' , I I v. \ ~ - ` ~ ` NEW DRAINAGE PIPE t ~ t' 1,, , , ~ %~1; . I I t , t , _ , ~ -
~~---t675~.- -EXIST. CONTOUR N 1,., 1 ,~.;Ir I \ - _ \ ~ EW UNDERDRAIN ~ ~ r , . ` ~ ; t a l . ` . I - , w. ' _ / ~
\ ~ \ . \ ~ `._1675^ FINISHED GRADE ~1. i\ ~ ~ + ~ . ; ,1 i a ' i ` l I _ _ , - ~ ~ - _
' ~ ~ ~ , ' % ~ NEW UNDERDRAIN SLOPE , . ~ , ~ • . • i r " \ t , , \ - 036 I ~ ~ . ~ I i ~ ~'~l tr~ i _ _ _ ~ ~ 1715 _ ~ ~ - - ~ _
` 1675.5 SPOT ELEVATION ` \ ~ ~ ` . ~ ~ . ~ v , ~ NEW UNDERDRAIN CLEANOUT v. , v ~ v ~ , . v y` _ _ _ ~ i
EXIST. AIRPORT PROPERTY LINE : ~ ~ I I I \ \ \ \ , \ . \ , v ~ I \ \ ri ` VfQ11111GG VV1A~1 I,
E S ROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT ~ I \ \ _ - EXIST. EASEMENT ~ t ~ ` \ \ I ' , ~ \ Q A \ ~ ~ - ~ , - ~ ~ ~
. \ ~ NEW MANHOLE , . ~ , ~ ' \ \ , ~ m.~..,~,,..., t 1 \ \ \ , \ . . ~ ~ PROPOSED PROPERTY EASEMENT I - A ~ ~ - \ ~ .
PROPOSED PROPERTY LINE r \ ` , ~ ~ ~ ~ ~ ~ ~ ~ NEW STRUCTURE NUMBER ~ v~~: ~ . , ~ v ` . v ' ~~a _ ~ _ ~ , ' ~ i i.
\ ~ ~ - - GRADING LIMITS \ ~ \ ~ ~ \ ; ~ DISTURBED LIMITS ' \ \ ~ t ' I . ; I. ~ , ~ , - , l~ ~ , -
V~ . ~ p ¦ NEW DROP INLET W/ INLET PROTECTION = _ _ _ _ - - _ ~ I ' \ . , ~ , , ~ , ~ ~ ~ ~ ~ , i T-ri-r- EXIST. RAILROAD , , . OUP
+.,.I I ~ x-«-x- EXIST. FENCE - \ I ' ,ti. ,,I~ . , , , - _ . _ _ , , - . CONSULTANTS
_ _ ~ ? EXIST. DRAINAGE INLET I r ' t I , I . ~ : , r \ \ _ . , ~ x ~/F- x ,yl- x t11 EXIST. FENCE TO BE REMOVED + . I r r - + r \ ' 1 . - ` ~ AVIATION _ . ~ _ _ ~ / ~ r
. ~ . ~ \ , . - - - - - - - - EXIST. EDGE OF PAVEMENT ~ ! , ~ I 'r+ , I \ _ . . „ _ NEW ROCK CHECK DAM _ ~ i. , r . , r 5 LPG R - - . - of ooh
t - ` ` NEW EDGE OF PAVEMENT i , , . _ , \ EXIST. TREES & VEGETATION , ` _ ; , r ~ ~ . '
~ ~ . ~ . ~ TEMPORARY SEDIMENT TRAP ~ ~ , , ~ ~ , . : ; - ~ _ _ - - _ - 7031 Albert Pick Road Suite 302
~ : ` ~ ~ EXIST. AIRFIELD LIGHT \ . _ \ _ ~ r~~" _ Greensboro, North Carolina 27409 ~ ~
EXIST. AIRFIELD LIGHT REMOVAL . - 0.P EXIST. LIGHT POLE ~ " - - ~ - ~ - - ~ = - _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
_ ~ ~ EXIST. POWER POLE NEW INLET PROTECTION -CULVERT , _ J - . ~ , ~ CHARLOTTE, NC • CHICAGO IL • COLUMBIA ~ y~..,...-~- _ _ _ . ~ , - . , ~ ~ ~ - _ _ GREENSBORO NC • GULFPORT MS •
_ , - r _ CONTROL POINT _ , ~.T_~~ _ ~ ~ , i _ , - _ - _ . JACKSONVILLE, FL . . _ _ - - ; ~ - - l _ ~ - KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC _ . ~
" : - _ , ~ . _ ` . , ...---r _ _ ~ ~ , _ . _ _ _ - - , - ~ - «.r--. ORLANDO FL • R • _ _ _ _ r~-. ~ . ALEIGH, NC RICHMOND, VA _
RIP RAP - - - NEW DITCH + - . _ s - - SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL l _ _ _ _ . - _
ate, ` ~ ' ~ ~ TEMP. SILT FENCE PROPOSED PAVEMENT CONSTRUCTION r-~" I , r ~ - I
\ . ~ - 168 „ M ;i`_ " . - Designer: Seal: _ ~ , - f
- ~ i ~ " _
r ~ ~ _ _ _ - AIRp . _ _ \6 _ _ _ _ ~ - ;,y,~. CAR _ ~ p ,
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- _ - - _ , - 19~ - - _ - - - - ~ Checked b = - ~ - ~ Y 22998
. 29 - - - - i MJM
~ ti - . " ~ _ _ 1680 ~,F ~ NOTE. %~'.F ~
~ ~ o - _ ---~.____~t _ _ - - _ _ - - - ~ - ' Project Number. - ~NO LAND DISTU I CP`~~ ~ , RB NG ACTIVITY MES
S _ - - _ _ _ f ~ SHALL OCCUR WITHIN 35 FROM
_ _ - - i ~ `1 i ~ ~ a, THE NEAREST NATURAL DITCH
- - ~ I ~ \ _ ' NOTES:
- y ~ ~ / ~ ~ TOP-OF-BANK. (TYP.) ` , _ _
~ _w.- _ RPZ : 1. CONTRACTOR SHALL ANTI _ ~
PZ - ~ - EXTENSIVE DRYING AND SCARIF ' ~ ~ YING OF _ - - . -
\ „ • ~ ~ ~ - - SITE SOILS PRIOR TO COMPA T - C ION ,
- I?PZ _1 ~ _ - - .r~~-- _
_ _ _ _ . ; ~ , RP \ z . 36 CMP ~ - 10 2. ALL COST ASSOCIATED WITH SAWCUT
Z . _ lNV. = 1672.41 , y 6~~ . _ BITUMINOUS PAVEMENT SHALL BE
\ I (TO BE REMOVED ~ ~ , ~ - _ INCIDENTAL TO THE UNIT PRICE FOR i /
~ , . ~ o MILLING BITUMINO P _ , / W US AVEMENT.
o0
P \ ,1 ~~f'i -r _ ~
~ , _ x, S ' y EXIST RUNWAY LIGHTS - -
0 \ \ _ r \ TO BE PR - - .~'a~/ AIS XISTING OTECTED - W
' ~ % ~ _ , - ? TYP ) W U TS (TYP.)
0 ~ ~ \ \ 0 ~ ~ \ N . , . - .
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¦ y • 72.55 ~ ' ~ + / . ~
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- _ , ~ , Vii- ~ l - O e~ ~ TO $E' ~'ROTECTED . ~ ~ -rr. ~ ~ ~ ~ r , I -
1~ . _ & REMAIN........
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RR ~ / , _
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. _ _ I _ ~ ~ ~ ~.v--= - - _ y _ . _ _ _ ~ Project Name: _
I ~ . - _ _ _ _ _ _ . _ i _
~ _ RRR ~ 4.~ - - , _ . _ 1675 - _ _ - _ _ _ AY 26
` _ _ _ RRR + , - - -
P RRR 1 r,, - - - EXTENSION
R ~ 7 ~ i
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i a ~ - - - _ _ - _ i
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r E i..' ~ , RR r o ~ RR ~ . ~ ,i ~ -
o ^ . RR R i _
i ~ ao i Rte" RADING D & RA WAGE RR 1
o / / %o ' RR R PLAN
c % / ~ i/ n~ RR Rg ~
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~ T o y, G,'/: _ = ANDREWS-M URPHY
^ . ' , Autocad Drawing Reference:
Pnfh~ .f \AnA.a.~~_IAiirnhu\a..'tc~nfn
~I File: AMID Grading & Drainage Plan 1-6.d Saved: Jul 03, 2003 - 12:57am by MMaddin / Plotted: Jul 07, 2003 - 11 13.,
~r~ ~ ` 50 25 0 50 100 150
QO / ~ ` Date: Drawing Number: ~ Ism I
~ _ JUNE 2003
- ~ Business Unit: GRAPHIC SCALE BAR
GREENSBORO

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~ _ " / _ - 1680 - - ~ - - - ~ ~ LP . A . , 0P
a . of _ . _ P~ ~ _ ~ Ick Road Su'
_ . _ ~ ~ 7031 Albert P' Ite 302
Greensboro, North C arolrna 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON S - - - - - - - - - - - - - - - - - - _ - CHARLOTTE, NC • CHICAGO, IL • C
A ~ \ r ~ ~ - - - - - - - - GREENSBOR COLUMBIA, SC
0, NC • GULFPOR - ; - - - KNOXVI T, MS • JACKSONVILLE, FL LLE, TN • MOBILE, AL • MYRTLE BEA
ORLANDO, FL • RALEIGH CH, SC . NC • RI
SARASOTA. FL • TA CFIMOND, VA , ~ ~ ~ 1~ ~ ~ ~ _ S PALM BEACH, FL
i ~0 - - " ~~~~~~fii~ •
' ~ _ " - _ Designer. Seal:
- - 16W - 111111111111,1
- rn " ~ ~ ~ - o - Technician: ``lll CAR
/ice ~ 1680 . _ " ~ ~ ~ DCS ; ~ : Q~o4 ;
. .r - 6a5
- ° - MATnNC ~ ~ _ _ - - _ << ~ Checked b . y 022998 -
= _ ~ - , 1 . ~ , ~ - ~ ~B-o3:
. D = 1.36 J ~ ~ Project Number; '.~•'•FNCINE~~.•' ~
_ : ~ . ~ SLOPE = 0.46X ~ ~ ~ ~ 1sz ~ t ~ - r ~ DITCH G ' • P~,~,, RA MESS
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--~--r= NO
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- _ ITCH , D G , - - 1. CON TRACTOR SHALL ANTI
CIPATE EXTENSIVE
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OR TO COMPACTION m
~
W - 2. ALL ~ COST ASSOCIATED WITH SAWCUT
W ~ , BITUMINOUS P AVEMENT SHALL BE
INCIDENTAL TO TH E UNIT PRICE FOR
W MILLING BITUMINOUS PAV ~ ~ EMENT.
EXIST. RUNWAY L1GH ~ W TS W EXIST. PAPI-2 EXIST. IT TO ~ W . 2
o cH ( BE PROTECTED - AISE EXISTING UNITS.
to _ (TO BE PROTECTED ~
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& REMAIN _ - _ . - _ _ - - - _
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- - - - - - - -EXIST. PIPE ~'•~'~"~~r~•~¦¦Z:¦ ~ e ~ Pro' 1~ Nome: •~1l.~'s'.aL • ~
_ _ _ NEW DRAINAGE PIPE - -t675~~.- EXIST. CONTOUR uo NEW UN RR - -
DERDRAIN ~"'~-1675^ FINISHED GRADE .
m - - - O. ~ NEW UND R,7 R 36% ERDRAIN SLOPE 1675.5 SPOT ELEVATION Aa _ RUNWAY 26 .
_ X CO ~ ° NEW UNDERDRAIN CLEANOUT qp , , - a - ~ - - EXTENSION
EXIST. AIRPORT PROPERTY LINE EXIST. PROPERTY LINE OTHERS ~ ~R - - ( ) NEW UNDERDRAIN END TREATMENT RR - _
o EXIST, EASEMENT - . - RR . - _ -
~ - Q NEW MANHOLE i r r-- PROPOSED PROPERTY EASEMENT 1 mE PROPOSED PROPERTY LINE ~s ~ RR Drawing Nome:
~ NEW STRU R 8 ~ ,
~ ~ ~ ~ GRADING LIMITS CTU E NUMBER o ~ ~ DISTURBED LIMIT RR qp
Q S P ~ NEW DROP INLET W INLET ~ ' '~-~-~-~--Fi-i-- EXIST. RAILROAD ~ PROTECTION RR R
i go - X - x - x -EXIST. FENCE - _ _ _ _ ? EXIST. DRAINAGE INLET ~
- x !,y- x flf- x H/ EXIST. FENCE TO BE REMOVED - - _ , v " _ . DNV - G DR A~VA
- - - - - - - - EXIST. EDGE OF PAVEMENT ~ ` - - - _ - ` - - _ - ws NEW ROCK CHECK DAM - ~ - - NEW EDGE OF PAVEMENT ` - - 1 sso = " - - goo x¢ PLA N
N ~ d i r - ~ EXIST, TREES & VEGETATION - _ . _ _ , Ga
~ a ~ EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP ~ ~ ~ - ~ ~ GD-1
- EXIST. AIRFELD LIGHT REMOVAL ~ ~ ~ - -
T 1 a.P EXIST. LIGHT POLE t _ m
E ~ EXIST. POWER POLE ` ` - NEW INLET PROTECTION -CULVERT _ _ - _ . _ - , AND _ _ - REWS MURPHY
P~ A CONTR~I PINT - ~
- NEW DITCH RIP RAP 50 25 50 100 Autocad Drawing Reference: 150 - - - - ^ - - Palh J: \Andrews-Murppy\Ra362010 - Runway 26 Extension\Plans\
¦ ¦ TEMP. SILT FENCE = PROPOSED PAVEMENT CONSTRUCTION ]6 1 _ - File: AMID Grading do praeoge Pion 1-6.dwg - - - - - - Saved: Jul 03, 2003 - 12:57am p YN y oddm / Plotted: Jul 07, 2003 - 11. 14am
» RR - _ Date: Dr
to aN QQ (R S~ALf B awing Number:
RR i JUI~ 2000
0 RR Business Unit:
GR

/ ~ ~
~ _ ~6' ~ ' I ~ i ,
9~. ~ - . ; 1700 , ~ , ` I _ ~ ~ AI~WS-~RPHY ANPOR'T - - ,k H
~ ~ . -
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, . . . I _ ~ _ _ {
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- ~ ~ t 675 - EXIST. CONTOUR ~ ` j - - ~ NEW UNDERDRAIN ~ ~
1675'-` FINISHED GRADE - - _ - _ . - _ _ N ~ ~ ~ , / VWI~I li IN
- _ _ ~ - 0.36 EW UNDERDRAIN SLOPE - _ _ _ _ = - x 1675.5 SPOT ELEVATION 1 _ „ . i
_ - _ ; _ .'ice`.. . NEW UNDERDRAI _ E . TH P
- EXI T. I ~ N CLEANOUT - - ~ - - S A RPORT PROPERTY LINE _ A
is - - EXIST. PROPERTY LINE OTHERS NEW UNDERDRAI ~ s { ) -C N END TREATMENT _ . - - ~ EXIST. EASEMENT LP fMENT . .
- ~ ~ .m~-~-~w PROPOSED PR Q NEW MANHOLE OPERTY EASEMENT R UP
- - PROPOSED PROPERTY LINE , ~ ~ ~ ~ 1 NEW STRUCTURE NUMBER AV ATION CONStATANTS
GRADING LIMITS
DISTURBED LIMITS - -I--F- EXIST. ~ ~ NEW DROP INLET W/ INLET PROTEC110N H~- RAILROAD 1'!E LR~ R of Horth ROTECITON _ _ _ _ . N P
\ EXIST. FENCE 7031 Albert Pick Road Suite 302
? EXIST. DRAINAGE INLET ~ - x fff- x fff- x fit EXIST. FENCE TO BE REMOVED Greensboro Nor th Carolina 27409
` ~ - - - - - - - - EXIST. EDGE OF PAVEMENT ~ NEW ROCK
i NEW EDGE OF PAVEMENT CHECK DAM ~ _ _ ON EXIST. TREES & ATLANTA, GA • BATON ROUGE LA • CHAR LESTON, SC
VEGETATI ~ ~ EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP CHARLOTIE, NC • CHICAGO IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL
i f i EXIST. AIRFIELD LIGHT ~E REMOVAL KNOXVILLE, 1N • MOBILE, AL • MYRTLE BEACH SC
r ~ 0.P EXIST. LIGHT PO ' ORLANDO, FL • RALEIGH, NC • RICHMOND VA
~ EXIST. POWER POLE ~ ~ NEW INLET PROTECTION -CULVERT SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ~LVERT
i ~ CONTROL POINT
i NEW DIT CH RIP RAP Designer: Seal:
JSJ .....r
¦ ~ TEMP. SILT FENCE PROPOSED PAVEMENT CONSTRUCTION _ ~ ARD ZUCTION Techrncian: c~~. ,
~ pFESSi~ .2 D ~ ~~Q~ CS
- ¦ \ \ Checked by. =
_ ` ~ _ - 0229 8
MATTING ~ ~ - - - \ - _ ~ ~ - MJM (~-fig-Q3 •
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D = 1,36 ~ SLOPE = 0.46% ' ~ _ ~ ~ MEN i.. ~ _ _ RA382010 ++rrrrunn~~~~~
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- . ~ ~ - -~--t~&5_ , NOTES:
i _ .
9e. EXIST °NOAA-.MONUMENT ' ! ~ ' 1 _ _ I, _ _ LA T 35' 11 46.1 ~z'S7" ~
IT - - - - - D CH G - ° - I 1. CONTR - ACTOR S
p LONG _ 83' S~' 45.301 " HALL ANTICIPATE I r . - - EXTENSIVE DRYING AND SCA
~ ~S - - RIFYING OF
O ~ - ~ SITE SOILS PRIOR TO COMPACTION T _ \ ~ _ ~
(3 ~ - _ I _ ( - _ ~ 2. ALL COST AS
' 85 ~5 H 16 16 _ I , - - - - - SOCIATED WITH SAWCUT
- . . _ . _ W - ! ~ I BITUMINOUS PAVEMENT SHALL BE I _
W - ~ ~ - L - _ INCIDENTAL TO THE UNIT PRICE FOR . I
_ ~ - _ 'd W MILLING BITUMINOUS PAVEMENT. y. ~ -
~ r EXIST. DI T CH i _ - _ ~ f' W Q I
. W _ . l
W ~ - - - _ EXIST.- RUNWAY" rIGHTS_ - - 1 ~ ~ ~ 1 ,
~ _ . -----.~TO BE PROTECTED - - 1 W . - I'
- TYP. _ _ _ _ 1685 I fi-~ , ~ W - I ~ - ~ i r _ ~
_ ~
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SA _ RSA RSA - _ - _ . _ _ _ _ Q _ _ . -R3A _ _ ..asa _ ~ ies,, - - -
. _ _ 1685 =====3---- _ _ O O O-~\\ _ ~ - RSA
O O O O O - p - _ _._M1_, y o. Description Date B _ .
+ O O O O O O _ -I- ? ~ O O p - O O
~ N N N N ~ p n O O p O~~- O
_ N ~ ~ ~ N N - ~ ~ ~ + . _ ~ + ? O 690 ~ ~ ~ _ , - +I 690 - - + N 01 ~ O . . , .
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~ • • • ¦ ~ ¦ . ¦ • ~ - ~ Project Name:
~ ~
~ ~ ~ ~
3 - _ _ - ~ RUNWA ~ Y 26
' EXTENSION
0 a 1 1
o ~ _ ~
p ~ J~
rn E ~s cp 9y _ Drawing Name:
V'~ I
O~ ~ 2 ~ I
/O \ CN p _ ~ \ _ _ . GR
%O ~R o- ~N~ ADIN G DRA INA
RRR v xa PLA
w ~ RR ~y ~ Na . N L
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- - - RR Ram
s RR 50 25 p 50 EAndh awin Referenc1-e:6.dwg
RR RQ* as 50 w - _ s Murphy\Ro362010 Runway 26 Eetension\Plans\ ding & Drainage Plan
1685 \ 003 - 12: Slam by MMaddin / Plotted. Jul 07, 2003 - iP.14am
Drawin GRAPHIC SCALE BAR g Number:
NE 2003 RRRnit:
RRR. E 1eB RO

A~'~117i 'M~ I Aflf VIl i
A
r~ _ -
EXlSTIMG ~ - - 1702 u~'
1702 , r ~D~Y, ~
N
i
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I~ ~ ~ + LPA
1700 1700 I - - - - -
I PROP SED GRA E J - - GR P - OU _ -
I I Exisr~ c - - + AVIATION CONSULTANTS GRAD
I II ~ ~A P
I o.oos x o.o» x 1702 R fNr OU o o th r 1 ]02 8 P~
° 1698 1698 ~ I > 7031 Albert Pick Road Suite 302
~ I ~ a ' ~u~ ~ Greensboro, North Carolina 27409
ao ~ , I °f•
cV r- II ~ II ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
+ u ~ N N 1700 > CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ~ 1 ]QD GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
1696 1696 3 KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
+~+J ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
1698
1694 1694 1698 ,15,1 CAR
4( , Technicion: Ott •
rr. r~ ro aorl a0 aorn rn 01 °f c°v o ~co • p4ESSlp ; DCS ; ~ ~ Q~ 9~ . ,
0p ao oD ~ ao 0 00 0 00 ~ ao o ao ~ 00 00 a0 oD ao PROP SED s E
cep ~ c~0 co ~ ~ c~0 ~ m cep ~ ~ ~ c~0 m ~ ~ ~ ~ ~ ~ ~ ~ ~ 1696 GRAD Checked by. = 022998 _ ,03 _
1696 JM( i8 . N - • F
9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 rn • NCINE~.• • ~ p Project Number: J P~.``~ ~ . MEN C
2 1 0 2 4 6 ~ c~0 RA382010 '~h,nnn~~~~`'
v7
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1694 GRAPHIC SCALE BAR -VERTICAL 1694
SJ aw
~ V7N Od ~o N
r~ ~ ~o r ro M
ExrsnNc GRADE ~ rnr o
- 99~ 1700 - 1700 99+50 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50
PRO OSED GR DE 2 1 0 2 4 6
1690 1690
II
+W GRAPHIC SCALE BAR -VERTICAL
I
1680
1680
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10 5 0 10 20 30
GRAPHIC SCALE BAR - VERT1CAl
N O ~
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1730 ~ ~ 1730
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I ~N ~a Project Name:
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1690 I 1690
~ 51 RUNWAY 26
co ~ a w J
N W EXTENSION
J 1680 1680
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;a ~o 0~ PROF~ES
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~r ~M ~M ~ ~c0 ~~t NN 001 ~ 00 OM v' N~ Nr Np NN Nap Or Oa0 Orn OM 01 ~ ~N Ors ~o Sao N~ Sao O~ M,~ Oap r~N r~ N~ I~~O ,oo tDp ~ N~ Nr
wv CDC CDO CDO 00 r-O NO ~jN P7 N lnM ~a 1660 r r ~ ~ r ~ r r ~ r ~ ~i c0 M a0 ri 0~ ~ ri (V ~ ~ ~ un ~ nj ~
c~ ~ co ~ c~ co co ~ co ~ ~ r ~ r ~ r r ~ ~ r r r ~ ~ ~ - 1660 ~r rr n r r t`~ I.r r~ ter-
ANDREWS-M URPHY
21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 Op N ~E Autocad Drawing Reference: Path: J'. \Andrews-Alurphy\Ra362010 -Runway 26 Extension \Plans\
1"11 1\1\~f•\/ AA !~1"1AA RP1/1r11 1~
KUIVVVHY Lb tKSH F'KUI Lt Sa ed Jul 02~ 2003 - 10:17am by dstelljes Plotted: Jul 02, 2003 - 10 18am
10 5 0 10 20 30 50 25 0 50 100 150 Date: Drawing Number:
u~
c~ a° JUNE 2003
ra GRAPHIC SCALE BAR - VERTICAL GRAPHIC SCALE BAR - HORIZONTAL Business Unit:
Y u o > a o N GREENSBORO

_ _
ANDfEVVS-MURPHY AN~'OR'T
r.
i0 VrT.fM1GL NW111 I,
-1 1
° O° o 8 °a ~ 2 ° c
THE
„ 5' LPA _ _ 12 NCDOT
57 WASHED STONE MIN. ~ ~ GRO P -
FILTER FABRIC # V CLASS B RIP RAP
PLACE 1' MIN. LAYER OF AVIATION CONSULTANTS 3 2'
NCDOT N0. 57 STONE OR ~ R
APPROVED EQUAL ON UPSTREAM CLASS B THE LPA R OUP of North 8 MAX p~~
FACE OF CHECK DAM No. 57 STONE 12" ( ) EROSION CONTROL FLOW-~ 7031 Albert Pick Road, Suite 302
STONE o Greensboro North Carolina 21409
3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CLASS B ~ o :o0 1.5' WEIR CULL 3 CHARLOTTE, NC • CHICAGO, IL + COLUMBIA, SC
, ° CULVERT TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL FILTER FABRIC KNOXVILLE TN • MO I •
RIP RAP 5 ° 0 ° o o~oo ° a°o°$p 0° ~ ?'1 B LE, AL MYRTLE BEACH, SC
° o ° o o° ; ~ FLOW ° b ° ORLANDO, FL + RALEIGH, NC + RICHMOND, VA FLOW SARASOTA, FL • TAMPA FL • WEST PALM BEACH, FL
Ow ° ° °°°°~00 18 -24 AS DIRECTED aooo°oo ;
° o ° 8 0 ~ BY THE ENGINEER 0~~ ° ° °u0 DAM REQ'D STORAGE CAPACITY(FT~ WEIR LENGTH FT REQ'D SURFACE Designer: Seai:
i ( ) AREA (SF) JJ
A 28,000 20 10,240 ~ ~ ARD
FILTER FABRIC Technician: t~L~• ~,••~pfESSIpN
DCS : Q q 9
Checked b . - = r o2zssJi
-a3; NOTES: ~ b-~
CULVERT ~.F
6' 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA. Project Number, v • P~.~,~
WEIR FLOW MEN ~ 2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT, LAYER OF NCD T RA382010 ''~rni?,???~~~`~
( ) 0 # 57
3. PLACE FILTER FABRIC BELOW RIP RAP. GENERAL NOTE.
L = HE DISTANCE SUCH THAT POINTS 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
A AND B ARE OF EQUAL ELEVATION 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
0 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
A g L FROM THE WEIR ELEVArIaN. SEDIMENT AND EROSION CONTROL
~ 2 MEASURES SHALL BE CONSIDERED
N. r.S. EC-1 INCIDENTAL TO THE D-753 PAY ITEMS.
4
N.T.S. EC-1
1
N.T.S. EC-1
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE
CHECK DAMS AT THE COMPLETION OF PROJECT WHEN DIRECTED TO DO SO BY THE ENGINEER.
CLASS I RIP RAP 8' MAX
No. 57 STONE 5
MIN. 1,0'
4,
f-
T °~°0 8 MAX S ORAGE ti• o h o ° 0 0 - - ' ~
o ° 0° 0 ° ° 31 o°~ ~ ~ 00ff 0 ° ~ °o o° , . ~
0 0 0 o ~ ` ° o ~ oar r
00 0 0~
12" 4 REVt310N3
o. Description Dote By
CROSS SECTION FILTER FABRIC 1. SET POST AND EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF POST.
WEIR LENGTH 0 • . f'~:~i j:'~y:7C'•: •
o ° o ° ° , ° o,ODoO° o ° `d i r-/ / l :.t ~l,~•: 1.
p° d d d ° ~rOd , EMERGI EMERGENCY BY-PASS - = ~ - =r : ~
~ ~ 0° ° ° ° °o 00 ° 0° 0 0 ~ n 8 MAX. d o° , o°o° o ~ ° o . °r d 6 BEL 6 BELOW SETTLED TOP
d d0o,urd0o°Oo°o°° °°'do°roo o, o, o o` °0 0 0 S o OF DAI 1.0 ° o ~0 0 0 OF DAM / /
d ~ dPr o' , d d
2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
NATURAL GRC JATURAL GROUND FENCE AND EXTEND IT INTO THE TRENCH.
FILTER FABRIC
Project Name:
STONE SECTION
POST RUNWAY 26
TRAP REQ'D STORAGE CAPACITY FT D PTH F WEIR L N T
E T E G H (FT BASIN LENGTH FT 8 ;TH FT BASIN WIDTH FT ~ z EXTENSION ( ) ao _ FILTER FABRIC ~ ~
N A 4, 500 3.5 7 ' ° 45 30
B 4, 500 3.5 7 ' 0 45 30'
- C ° 4 680 3.5 7 45 Drawing Name:
0 V 30'
o E z
0 ~ WN
NOTES: ERO N 0 CONT R
3 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA.
/ 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT 57 DETAILS
v~ # 3. PLACE FILTER FABRIC BELOW RIP RAP. wa )OT # 57 „ 4
4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. No
as 0 3\
tt m I ~
00 O EXTENSION OF FABRIC AND WIRE INTO TRENCH ANDREWS MU RPHY
~E 3 s
Autocnd Drnrrinn Refarance~
N.T.S. EC-t am Path: J:\Ancrews-MurPhy\RQ3620l0 Runway 26 Extension\Plans\
0 TEMPORARY SILT FENCE File: AM10 Erasion Control Details 1-2,dwg r5*'~ Saved: Jul 02, 2003 - 9:57am by dslelljes / Plotted: Jul 02, 2003 - 9 58am
s YN DN Date: Drawing Number:
Q~ N.T.S. EC-1 JUNE 2003
Z6 O j Business Unit:
a o
GREENSBORO

Ar~N?s-ter n~oar
EROSION CONTROL CONSTRUCTIO GENERAL CTION SEQUENCE NOTES:
THE -
PHASING LPA L
GROUP
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DE CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATI GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH NER A DETAILED 1. ATTEND PRECONSTRUCTION CONFERENCE. AVIATION CONSULTANTS
PECIFICATIONS PROVIDE 2, INSTALL EROSION CONTROL MEASURES. TIE LPA GROUP of North Caroln~, pa,
2S WHICH MUST BE
INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRU ;ACTOR'S APPROVED 3. PERFORM CONSTRUCTION OPERATIONS 7031 Albert Pick Road, Suite 302
CONSTRUCTION Greensboro, North Carolina 27409
SEQUENCE PLAN. 4. SEED AND MULCH ANY DISTURBED AREAS. annNrn, ca ~ BATON ROUGE, LA ~ CHARLESTON, SC
THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUEN CHARLOTTE, NC ~ CHICAGO, IL ~ CIX.UMBIA, SC N SEQUENTIAL ORDER 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY GREENSBORO, NC ~ GULFPORT, MS ~ JACKSONVILLE, FL
AS LISTED BELOW: EROSION CONTROL FEATURES. SEED AND MULCH THE AREAS EFFECTED BY THE KNOXOILLE, 7N ~ MOBILE, AL ~ IAIR7IE BEACH, SC
REMOVAL. oa~nNOO. R ~ RALEIgi, NC ~ RICHMOND, VA
• MOBILIZATION SARASOTA. FL ~ TAMPA, FL ~ WEST PALM BEACN. FL
• EROSION CONTROL Designer Seol:
• CONSTRUCT WORK ELEMENTS MAINTENANCE PLAN ,u "caR"'
• SEEDING AND MULCHING
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR p ~ ~D.Q~OFESS/'a
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL Se+2[
PLANNED TEMPORARY EROSION CONTROL FEATU FEATURES BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL Checked Dy. ~~o22sse
1. TEMPORARY CONSTRUCTION ENTRANCE PAD BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ~ CO-~"o3~
2. TEMPORARY SILT FENCE Project Number. '%~~FNCINE~Q'~~:~ 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE OR INLET ~~p MES~P,~,•~'
3. EROSION CONTROL MATTING PROTECTION WHEN IT BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ROCK CHECK DAM 3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING OR INLET
PROTECTION BE INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
OBTAIN EROSION CONTROL PLAN APPROVAL AND OTHER APPLICABLE P PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
LICABLE PERMITS
WASTE DISPOSAL AREA
ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDA
WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. ACCORDANCE 1. CONTRACTOR TO DISPOSE OF EXCESS MATERIAL AT
ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL LOCATIONS SHOWN ON SHEET PL-1. fE, LOCAL OR THE 3. SEED AND MULCH EXCESS DISPOSAL SITE.
GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION C REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SH :ROSION CONTROL 4. CONTRACTOR SHALL INSTALL SILT FENCE AND MAINTAIN
BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH 10RITY SHALL UNTIL THE AREA HAS BEEN SEEDED AND MULCHED.
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED MONIES DUE AT THE COMPLETION OF THIS PROJECT. SUCH
EDUCTED FROM
r~v~siorts
o. Description Date By
/ /
NOTES:
1. AGGREGATE SIZE -USE WASHED STONE
KOp~
2. DIMENSIONS OF GRAVEL PAD-
THICKNESS: 6 INCHES MINIMUM QJeV / /
WID1H: 12 F00T MINIMUM OR NLL WIDTH AT ALL ADTH AT ALL POINTS ~
OF THE VEHICULAR ENTRANCE AND EXIT AND EXIT AREA; / ~ $0, Project Nome:
WHICHEVER IS GREATER. Mip
LENGTH: 50 FOOT MINIMUM
RUNWAY 26
3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS T SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR M UTILITY BY ALL CONSTRUC710N VEHICLES. EXTENSION
AND EXITS TO LIMIT
WIDE FOR MAXIMUM p'~DO
e 2 ~ Drawing Nome:
4. AVOID STEEP GRADES AND ENTRANCES AT CURVES. JES. WASHED STONE
5. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE
FOR THIS ITEM. BE MADE ~ 6" MIN.
Sg
EROSION CONTROL
3m j2 M~~' DETAILS
i~
TEMPORARY C N.T.S. CRY CONSTRUCTION ENTRANCE PAD ,
Ec-, ANDREWS-MURPHY
rv Autocaa urawing hteterence: Path: J: \Andrews-Murphy\Rontrol Da36201eta01 --2. dRunway 26 Extension\Plans\
it I to Flle. AM10 Erosion Cils wg Sawed: Jun 28, 2D03 - 4.33pm by dstelljes /Plotted: Jun 28, 2003 - 4:34pm
3N N Om [N Date: Drawing Number:
Q
LV JUNE 2003
a 'o N Business Unit:
GREENSBORO

I I ANDREWS-MURPHY AN~PORT
I
I..~'
CFBiOKEE COU~IiY NC
THE 0 0 0 0 0 0 0 0 0 0
404+17.12 + + LPA + + +
N M of ~ ~ ~ ~ ~ ~ GROUP =
404+00 N N N N N
AVIATION CONSULTANTS
TIE lP P f N rth 0 o p~
7031 Albert Pick Road, Suite 302 2 EQUAL SPACES ~ 180.27 = 361 103
Greensboro, North Carolina 27409
i- 1 ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
® CHARLOTTE NC • CHICAGO IL • COLUMBIA SC
10 TYP. GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL F ~
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC \ 3~ ~ N ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
4o3+oa - 303+00 ~ - - - - - - - --z--f - ~ ® SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
3=
w ¢ TAXIWAY A 4 Designer: Seal:
® ® ® ~S~ ~~,nunUry
~ CAR ~ ` / ® \ Technician: ~l , /
0. pFESSIpa••.y
TAXIWAY A DCS . `'~'Q~ E
INSTALL NEW DUCT WITH checked b . = _ Y ~ 299
PULL CORD. CAP UNUSED ® ~ ~ -o M,gill 8 3 .
ENDS. %~''.FN GINF. . Project Number: ~ ~
402+00 ''~P 302+00 MEN
RA362010 '~~uini„n`
INSTALL NEW L-830 ISOLATION I
TRANSFORMER. CONNECT TO in EW -W Y
EXISTING CIRCUIT. R~e, N M
Q AWCUT NEAT VERTICAL FACE. 4" CT a S
f- 5 INSTALL NEW DUCT. REINSTALL f-
RUNWAY LIGHTS PAVEMENT SECTION. Q
- V CABLE 1 #8 5K 1- SEE DETAIL 1 D-1
1-~6 COUNTERPOISE Q
401+00 301+00 ® _
3 EQUAL SPACES ®200.33' = 601' I 200.33 I
I
4" CT CT
.A. - A C A C 10 TYP. ,
R Gto
~ ~ R Goo
- , a~ R G10
i .RUNWAY 8-2fi , L _ I . - - I - - I - - 1- - ? - ~k00---1- - ~ - 3 ~ RUNWAY 8-Z6 ~ t- ~ 300+
- ~I„ ~ -i --~,r-fl - I- - I- - I- I- - I- i ~ M
N74'0819 E TRUE , ~ ; ~ N74 0619 E TRUE W
~ R G to
R G t 0'
R t' GO A C A/C
- - - -----------------------------------A C- R ~-----------------------A AC A ~ ~ ~
10'
6 EQUAL SPACES ®200.33' = 1202' 1202
INSTALL NEW DUCT WITH
PULL CORD. CAP UNUSED
ENDS.
~wsloNs
o. Description Date By
p O O O O O O
o O 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 p O O O O O O
+ + + + + + + + + + N M ~ ~ c0 ~ ~ Oa O + + ? + + + + p r- N M ~ ~ co
e} ~ ~ ~ d ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ ~ N N O N ~ N ~
NEW STAKE MOUNTED RUNWAY EDGE LIGHT
~ NEW BASE MOUNTED RUNWAY EDGE LIGHT
NOTES: EXIST. STAKE MOUNTED RUNWAY EDGE UGHT Project Name:
1. CONTRACTOR SHALL INSTALL TEMPORARY CABLES/THRESHOLD EXIST. BASE MOUNTED RUNWAY EDGE LIGHT
LIGHTS AT THE EXISTING RUNWAY 26 THRESHOLD AS NECESSARY LEGEND FOR GLOBE COLORS RUNWAY 26 RUNWAY EDGE LIGHT REMOVAL
TO KEEP LIGHTS OPERATING AT ALL 11MES DURING CONSTRUCTION. _ E~1~ENSION
G GREEN RUNWAY THRESHOLD LIGHT REMOVAL
2. REPLACE 4 EXISTING A/C GLOBES WITH C/C GLOBES. A -AMBER
R - RED ~ NEW STAKE MOUNTED RUNWAY THRESHOLD UGHT
C -CLEAR NEW BASE MOUNTED RUNWAY THRESHOLD LIGHT Drawing Name:
® NEW 24" RETROREFLECTiVE MARKER (SOIL ANCHOR)
0 a LENS COLOR
aE t~ C/A GLOBE COLOR DESIGNAl10N
OWN J~ O~ LIGHTING PLAN NEW CABLE AND COUNTERPOISE
Qh ~O C/A
O ~ N EXIST. CABLE AND COUNTERPOISE
O ~ LENS COLOR - - - RUNWAY AXIWAY CENTERLINE
U'
W m ~ 0 N
~a 3~
I« ANDREWS-MURPHY
O~ O Nn
50 25 ~ 5Q 150 Autocad Drowing Reference:
~E oa ~n Path: J:\Andrews- Murph y\Ra36201 0 - Runway 26 Extension\Plans\ File: AM10 Lighting Plan.dwg
/N r.. cm ni Saved: Jun 30, 2003 - 9:27pm by dstelljes / Platted: Jun 30, 2003 - 9: 27pm
~I to GRAPHIC SCALE BAR Date: Drawing Number:
;o o`o JUNE 2003
cn Q Business Unit:
cv
a 'o GREENSBORO

aroREws-MUa~v n~oRr
1-#6 COUNTERPOISE COMPACTED BACKFILL
0
w N IMPRESS J¢" WIDE STROKES ~
Z a
Y" DEEP IN CONCRETE SLAB.
x
~ TYPE "DB" PVC DUCT THE ~ 1 /2° CHAMFER ~ ~3" LPA
WITH END BELLS
GROUP
EDGE OF PT
TAXIWAY ~ a ~ o AVIATION CONSU.TANTS
CONCRETE
~ ~ ` ENVELOPE I DUCT ~ TIE LPA GROUP of North C~ro~, ~e.
C, A B L E N~ a S P L ~ E 7031 Albert Pick Road, Suite 302
r; r~ ~ 1 - 3 Greensboro, North Carolina 27409
3 4" 4" 3" 0
~ AnCHARLOTfE, CTS CHIAGO, IL • COLU g~ATON, SC
/ GREENSBORO, NC ~ GULFPORT, MS ~ JACKSONVILLE, FL
15 Xz" KNO%NLLE, TN ~ MOBILE, AL ~ MIRTLE BEACH, SC Z~-O~ Q~-O~ Q'-Q" ORUNDO, R ~ RALEIGH, NC ~ RICHMOND, VA
SARASOTA, fL ~ TAMPA, FL ~ WEST PAL61 BEACH, Fl
PT
r i NOTE:
ALL UNUSED DUCTS SHALL BE INSTALLED WITH NYLON NOTES: Designs: Seol: .~f,l
tH ~~~li
Z PULL CORDS AND CAPPED ON BOTH ENDS. r<cnni<ion: ~`~~1: 1. ARROWS TO BE ORIENTED IN DIRECTION OF CABLE RUN. ~g ` ~,..QAOptssi'~~
2. INSTALL CABLE MARKERS AT ALL TURNS AND JUNCTIONS, Checked by. y~?I pynq~~~e~&
/ CONCRETE ENCASED PVC DUCT 2 AT NOT LESS THAN 200' INTERVALS ON STRAIGHT TRENCH ~ ° ~0~~8'~:~
"R" RUNS, AND OVER END OF DUCT RUNS. Pao «N~mya: ~=~''•FNC~utE?~~F.~
N.T.S. LD-1 m ~ ...~Ej GP
CABLE, DUCT AND SPLICE MARKERS ,
RADIUS "R" DIMENSION "Z" RADIUS "R" DIMENSION "Z"
OF CURVE IN FEET OF CURVE IN FEET N.T.S. LD-1
IN FEET IN FEET
15 20 300 80
25 27 400 95
50 35 500 110 2~_p~
75 40 600 130 FINISH GRADE
100 50 700 145
150 55 800 165
200 60 900 185
250 70 1000 200 MAX ~ ' ~
-1_ - O~~~O
CABLE NOTES• BACKFILL PER SPEC L -108 MARKER
z ~ O
1. FOR RA011 NOT LISTED, DETERMINE "Z" SPACING BY LINEAR INTERPOLATION. N0. 6 AWG. BARE COUNTER- POISE. LOCATE COUNTERPOISE
o 0
2. °Z" IS THE CHORD LENGTH. ALONG SIDE OF TRENCH 0 3. UNIFORMLY SPACE REFLECTORS ON CURVED EDGES. DO NOT EXCEED THE NEAREST TO PAVEMENT EDGE.
VALUES DETERMINED FROM THE ABOVE TABLE. ON CURVE EDGES IN EXCESS a
OF A 30 DEGREE ARC, DO NOT INSTALL LESS THAN (3) THREE REFLECTORS SAND t/4° SIEVE MAX. - -
INCLUDING THOSE AT PT~S.
L - 824/C CABLE M D J~ WIND CONE Q
~0 APO
TAXIWAY RETRO-REFLECTOR SPACING DETAIL
3° N.T.S. INSTALL GROUND ~\O~ 0
.L GROUND RODS O 96
s" (5/8° X 10' MIN. X 10' MIN.) AT '~O
LOCATIONS SH01 NOT MORE THAN IONS SHOWN ON PLANS,
IORE THAN 800 APART. O ~ O REV191oN3
1 OR 2 CABLES Q Q o. Description Date By
2'-0" SEGMENTED CIRCLE PLAN
FINISH GRADE
M WHITE MASONRY PAINT
10'
,~~L 2.
CABLE
BACKFILL PER SPEC L -108 MARKER
6~ -
N0. 6 AWG. BARE COUNTER- ?
POISE. LOCATE COUNTERPOISE
ALONG SIDE OF TRENCH °0
NEAREST TO PAVEMENT EDGE.
6" CONCRETE, 2500 PSI Project Name: COMPACTED ~2g DAYS
EARTHEN
SAND 1/4° SIEVE MAX. MATERIAL 6x6 - W1.4xW1.4 W.W.M. R~yy~gy ~
LONGITUDINAL SECTION ~~g~pN
L - 824/C CABLE M
io 6x6 - W1.4xW1.4 W.W.M.
~ PROVIDE 3" SPA P~ SUCCESSIVE LAY FOR NUMBER OF IE 3" SPACING BETWEEN 1 ~~p 4' WHITE MASONRY PAINT Drawing Nome:
SSIVE LAYERS OF CABLE
JMBER OF LAYERS REQ'D - - - - . -
INSTALL GROUND L GROUND RODS LIGHTN~G DETALS .
Pm g^ 6~ (5/8" X 10~ MIN. LOCATIONS SHOW NOT MORE THAN X 10~ MIN.) AT
ONS SHOWN ON PLANS, TRAVERSE SECTION
ORE THAN 800' APART.
_ 3 OR MORE CABLES
SEGMENTED CIRCLE DETAIL ~s~ ANDREWS-MURPHY
e4 ~..r..~...
a am I Y FILAL LAbLt I --w Uu vrueury rNelerenue: Palk J:\Andrews-Murphy\Ra362070 - Runway 26 Extension\Plans\
1M 10 3 N•T.S• File JA: Llghling Deialls 1-2dwg Saved: Jun 30, 2003 - 9:34pm by dstelljes / Plotted: Jun 30, 2003 - 9:34pm
N.T.S. 00 LD-1 Date: Drawing Number:
Q
JUNE 2003
a o' Business Unit:
GREENSBORO

A-IuIURPHY AIRPORT
h "
EDGE OF FULL STRENGTH PAVEMENT
,a
YI YMWV WN~11, I~
EDGE OF FULL STRENGTH PAVEMENT
10' THE
LINE OF LIGHT LIGHT STAKE PLUG LPA _
LIGHT GROUP = _
CONCRETE AVIATION CONSULTANTS
Q BACKFILL
L-830 TRANSFORMER - ~ THE lPA RO P of N rt U oh CuoNI~ .a, +P
0
L-867 BAS 7031 Albert Pick Road, Suite 302 E Greensboro North Carolina 21409
L-823 CONNECTOR
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
2' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
6" MIN. TRENCH L_g ORLANDO, FL • RALEIGH, NC • RICHMOND, VA 23
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL CONNECTOR
0 2" CONDUIT GRC OR IMC Desi ner:
I 9 Seol:
iv ~ `,~~unn~r' i~
CONDUIT BUSHING & RD Technician: ~`~Q~.•''ES I
GROUND CLAMP ; ~;.Q~pf OH9•. , DCS
2" CONDUIT (PVC)
6" MIN. TRENCH „ Checked b . ' TERMINATE 2 COND IT PVC r 022998 - ~ ) -+03:
MJM ~ /B F
- - - Project Number: • ~
MEN 6 MIN. RA382010 ~'l~nnnn+'`
TRENCH N0. 6 AWG BARE
N0. 6 BARE COUNTERPOISE COUNTERPOISE
L-824/C, 5KV CABLE 1 /C, N0. 8, 5 KV, L-824 TYPE C CABLE
PLAN VIEW PLAN VIEW
MEDIUM INTENSITY EDGE LIGHTS: MEDIUM INTENSITY EDGE LIGHTS:
TAXIWAY LIGHTS - TAXIWAY UGHTS -
BLUE GLOBE - 30 W LAMP BLUE GLOBE - 30 W LAMP
FAA SPEC L-861T FAA SPEC L-861T
1" HIGH PAINTED THRESHOLD LIGHTS -
OR STENCIL NUMBER GREEN/RED GLOBE FAA SPEC
L - 862 x a „
~ BREAKABLE COUPLING 1-18 ~ 1-18 1 HIGH PAINTED OR
AND DISCONNECT PLUG RUNWAY UGHTS - ~ STENCIL NUMBER
FlNISH GRADE CLEAR/YELLOW -CLEAR -30 W FAA SPEC L - 861E BREAKABLE COUPLING AND
OF SHOULDER t DISCONNECT PLUG
i-COUNTERPOISE FASTENED
z ~ TO STAKE (SEE DETAIL) ED „ MIN. 4 CONC. BACKFlLL L-867 BASE -TYPE I-12" DIA
L-823 CONNECTOR ~ TO BE WRAPPED WITH FELT
° L-823 CONNECTOR BEFORE CONCRETE tS POURED.
L -830 TRANSFORMER
L-830 TRANSFORMER GROUND CLAMP 6" MIN.
18" 18" MIN. 2" PVC CONDUIT
N0. 6 AVYG. COUNTERPOISE
A CABLE HOLDING R
" - CLIP
4
1/C, N0. 8, SKV, L-824 TYPE C CABLE
L-824/C, 5KV, CABLE SQUEEZE CONNECTOR
N0.6 AWG BARE COUNTERPOISE
30" METAL STAKE HOT DIPPE 2"~ CONDUIT NIPPLE, HOT DIPPED
CONC. ANCHOR INSTALLED IN PREDRILLED HC HOT DIPPED GALV. GALV. -MIN. 12" LENGTH
6"X6"X12" MIN. - )KILLED HOLE 10' o. Description Date By
FROM PAVEMENT EDGE AS MI :DGE AS MEASURED
FROM CENTERLINE. ELEVATION
I~TE,~ STAKES SHALL BE PLUMB.
TOP OF STAKE SHALL BE AT THE
24" DESIGN ELEV. OF FINISH SHOULDER. ELEVATION 4
N.T.S. LD-2
2
N.T.S. LD-2
. , b:
p D Project Name:
• U .p ~D
HEAT SHRINK TU IN B G RI~VWAY 26
SI METAL SEALANT SOLID COPPER CRIMPED EXTIEIVSION
STAKE CNN 0 ECTOR, BURNDY TYPE YA
OR EQUAL.
N 3/8" STAINLESS STEEL SCREW Drawing Name:
TUBE HE]GHT NUMBER = FlXTl1RE TYPE MOUNTING BASE TUBE COLOR BAND COLOR AND NUT
(ABOVE GROUND) o OF BANDS
a 853 SMA: SURFACE FOUNT ASSEMBLY T1MST LOCK 24" YELLOW 3 BLUE ra
mn o m 853 GP3: SOIL MOUNT - CIOSED END ANCHOR 18" 24" YELLOW 3 BLUE #6 COUNTERPOISE LIGHT ~
%o SEALANT _ RVG ETA H.S L 823 CONNECTOR
~N 0 d0
0 ~
L~ ~ W y
rv ~ Ta 3
1 N.T.S. LD-2 5
~'R N.T.S. LD-2 ANDREWS-MURP
" N.T.S. LD-2 o~ sT HY
nE o n ~a Autocod Drawing Reference:
it o,.~x. i.~e.,a.aW._u.....w.,~o,.zcamn o.._..._.. o<
T.. cm ~I File: AM10 Lighting Details 1-2.dwg Saved: Jun 30, 2003 - 9:34pm by dstelljes / Plotted: Jun 30. 2003 - 9.34pm
~n to ;o
00 c h Date: Drawing Number:
Q JUNE 2003
LO Business Unit: GREENSBORO
a°o

_
~J+~VVS'MURPHY AI~OAT
\
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w
= AVIATION CONSULTANTS N
~ ~ f ~ f OBLIT AIMING POI `Q j ~ 1 TIE LPA R P f N r 0 o th Cn OBLITERATE EXIST. P~
~IMING POINT MARKINGS - 7031 Albert Pick Road, Suite 302
2
(TYP.) Greensboro, North Carolina 27409
W ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
~ ~ I I ~ ~ ~ OBLIT O I ~ I ~ ~ CENTERLIN OBLITERATE EXIST. - CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc W
CENTERLINE MARKINGS ~ GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC (TYP.) ORLANDO FL • RA I H • ~ LEG , NC RICHMOND, VA
~ APPROX. RUNWAY ~ ~ ADJUSTED CENTERLINE j SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
~ CENTER ~ STRIPES (2) ~ 100' / ~
STA. 127+51.15 ~ ~ 18" WIDE WH 0 Desi ner: Seal: „ NF-1 g
+ I WIDE WHITE RUNWAY DCS ~~~~~~,~rr
H ~ i CENTERLINE S fn ~ ~ ITERLINE STRIPE (TYP.) ~ 1~ CARD r Technician. t~~. .
~ pfESSlp' .y
DCS : ~ ~ Q~ Q . . _ j •
ri 1, /1~. ~ ~ - Cece b , ' ' 4 ' r L.. r - 229
//~j . ~ ~ . . M~ . ~ i8-~'
j RUNWAY 8-26 _.i~.. ri.~E-ny i ...v.,_'_.+w?W-?ibv.-wvtYrrY, .,F • • NCINE~ • • ~
xk,_, ~.,~.~u<k~ . W Project Number: J P~\.~ r , r„ MEN
N74'O6'19"E TRUE RA362010 rrrrrnum~'~ ` J
7 Gov L/. 1r / ~ F 'Y''fl~'~°f y
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U
I-
Q ALL AREAS SHOWN WITH TEMPORARY MARKINGS 50 25 0 50 l0U 150 SHALL BE ESTABLISHED UPON DISPLACEMENT
101.15' 80' 101.15' OF THRESHOLD. UPON RE-ESTABLISHMENT OF
EXISTING THRESHOLD, ALL TEMPORARY
GRAPHI MARKINGS SHOWN SHALL BE REMOVED. C SCALE BAR
0 0 0 0 0 0
°o °o g °o °o °o °o °c ~ ~ p f N f f f f 0 0 0 0 0 0
+ + + + + m ~ ao rn + M ~ ~ O
d' d'
i TEMPORARY MARKNG PLAN i i ~ ~ ~ O O
~ TEMPORARY RUNWAY THRESHOLD BAR 404+~~•~2 0 0 0 0 0 + + + + +
~ (WHITE) 75'x10' SEE SHEET M-2 ~ ~ N I~ et 1n ~ N ~ ~ ~
~ (OBLITERATE AFTER PERMANENT MARKING IS INSTALLED) ~ N N N N N
F j TEMPORARY ARROWHEAD (WHITE) ~ 6" WIDE YELLOW
~ SEE SHEET M-2 ~ TAXIWAY CENTERLINE
(OBLITERATE PRIOR TO FINAL BITUMINOUS LIFT) I TIE ~ ~ STRI j TEMPORARY ARROW (WHITE) ~ (TYP.)
TIE TO EXIST.
STRIPE (TYP.) ,
~ SEE SHEET M-2 ~ 17.5
(OBLITERATE PRIOR TO FINAL BITUMINOUS LIFT) 1
TN11 A
403+00 j 303+00.0 0
~
REVISIONS
~25 17.5' o. Description Date By
37.5
~ 5' 6 120' - = T 100' (TYP.) SO' ~ I S 00 °o °o °o °o 00 402+00 ~ „ 6" WIDE YELL W 0
6 WIDE YELLOW TAXIWAY CENTERLINE
TAXIWAY CENTERLINE STRIPE - 75 R (TYP.)
STRIPE - 75 R TYP.) (
s~ 30
NEW HOLDING POSITION 2+00
+ + + + + + 3
uNi n vii \ MARKING ®T/W Al 17.5' RUNWAY THRESHOLD M-2
~ I I MARKE OBLITERATE EXIST. TIE TO EXIST. STA. 302+00 MARKER (WHITE) 150 x5.75
20
CENTERLINE MARKINGS SIDE STRIPE i ~ ~ ~ ~g^ _ (TYP.) ~ 1" 8 WIDE WHITE RUNWAY
SIDE STRIPE TYP.
fA OBLITERATE EXIST. (
AIMING POINT MARKING THRESHOLD BARS ~ ~ ~
(WHITE) 150'x15' 401+00 ~ ~ { I MARKING ~ ~Typ.~ OBLITERATE EXIST. ~ y RUNWAY DESIGNATION Pro• ct Name: ~ 301 +00
MARKING -SEE SHEET M2/1
NUMERALS / I ~a„ W „
18 WIDE WHITE RUNWAY RUNWAY 26
~ j ~ CENTE tn;Y CENTERLINE STRIPE TYP. ( ) EXTENSION
7' 5. 5
Drawing Name:
- ~ 36• RUNWAY &26 ~v t~r 300+
00.00
~ ~ r 11.5
T N74'06'19"E TRUE ~~r. r 4`'~ MARKING PLAN
_ N
5.75'
~6 Z 80 120' ,
40 60 40 150' 20' TYP. ( )
J 150' (TYP.) a = 1020' ANDREWS-MURP HY
o V o 0 0 0 0 0 0 0 Autocad Drawing Reference:
0 0 0 0 0 0 0 0 Path: J'\Andrews-Murphy\Ra362010 - Runway 26 Extension\Plcns\ 0 0 0 0 File: AM10 Marking Plan 1-2.dwg 0 0 0 0 0 O Saved: Jul 02, 2003 - 10 09am by dstell es / Plotted Jul 02, 2003 - 10, 10am
+ + Q N tQ co r*_ 0 + + + + + + Date:
O 1 ~ r (V K L0 Drawing Number: N U) L0 LIC) L0 JUNE 2003
rU
a 'o Business Unit:
GREENSBORO

ANDREWS-MURPHY AM~POR'T
RUNWAY
45
s 45' - o „p
' 3' 3 TYP,
10 ~~,w, . ,
° ~ ~ (~ROKff COUVTI' NC
> TH E
~6• 15 3 _ 5'
LPA -
- R UP - - o -
Q N ~ AVIATION CONSULTANTS
3 HEAD z
(WHITE) > TIE lP AR PofN r o th ~ , 5 p~I
~i 7031 Albert Pick Road, Suite 302
~ ' Greensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
5 ~ i b CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
N.T.S. M-2 6 GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
N.T.S. M-2 ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
20' 7.5' ~ 7,5' 20' SARASOTA, FL • TAMPA FL • WEST PALM BEACH FL
75' Designer: Seal:
DCS ~,,,,,,,~rr,,,,
~ CARO'~''% Technician. t~~. ,
0 p4ESS/py• DCS ; ~ ~ Q~
1 E
Checked by. , M-2 2299 N.T.S. - -
- 45' MJM G-ig-o3
.F ...CP Project Number:
5' ~ MEj
3' (TYP.) TAIL RA382010 ~'rrnnn~~+`` TAIL
(WHITE) (WHITE)
1.5'
NOTE:
TEMPORARY THRESHOLD SHALL BE INSTALLED AT APPROACH END OF 15'
EXISTING RUNWAY 6 P HEAD 2 AVEMENT UPON COMPLETION OF FIRST PROPOSED 0
LIFT OF BITUMINOUS RUNWAY PAVEMENT SHOWN IN WORK AREA 1. (WHITE)
TEMPORARY RUNWAY THRESHOLD BAR TO BE OBLITERATED UPON $Q'
INSTALLATION OF PERMANENT RUNWAY MARKING. NOTE: N
TEMPORARY ARROW AND ARROWHEADS SHALL BE INSTALLED ON FIRST LIFT OF BITUMINOUS RUNWAY S RUNWAY
PAVEMENT SHOWN IN WORK AREA 1. UPON COMPLETION OF FIRST LIFT OF BITUMINOUS RUNWAY PAVE UNWAY PAVEMENT ~
IN WORK AREA 2, CONTRACTOR SHALL DISPLACE THRESHOLD AND INSTALL FINAL. LIFT OF BITUMINOUS BITUMINOUS PAVEMENT
8 ON RUNWAY. PERMANENT RUNWAY MARKING SHALL THEN BE APPLIED AND TEMPORARY OUTBOARD ~ ) ,OUTBOARD)
THRESHOLD REMOVED. ~ 45°
N.T.S. M-2
7
0
N.T.S. M-2
20'
2
N.T.S. M-2
700'
0
~ w RE:VI310N3
z Q TEMPORARY RELOCATED THRESI ~ ~ PANEL, WHITE, 8' WIDE x 32 L( :ATED THRESHOLD
~ o0 WIDE x 32 LONG o. Description Date By
w w ~ {BOTH SIDES) 0
~2 oQ aw
3 oz wz
w~
1~ ~ ~
,M t ~
.Y ° SEE THIS SHEET F THIS SHEET FOR NUMERAL
8 & 26 DIMENSI01 ,~x.., 26 DIMENSIONS. 6" WIDE TAXIWAY CENTERLINE STRIPE Z (YELLOW)
~ x~ J
x tl' W
C1 q ~ Z DASHES AND SPACES Project Name:
~ 3' IN LENGTH
o}
OBSCURE EXISTING PAVEMENT Q 3' RUNWAY 26 3
MARKINGS AND SECURE WITH SANDBAGS Z ~ ~ ~ ~ ~ ~ EXTENSION O~ ~ ri ra ra ra ~ ra
NOTES:
g°~ FOUR LINES AND
` 1. USE ONLY UNDER VFR CONDITIONS AND DURING DAYLIGHT HOURS. 3 SPACES AT 12" EACH Drawing Name:
a MARKINGS (YELLOW)
sE ~a 2. REMOVE THE TEMPORARY THRESHOLD P ANELS AND ALL EQUIPMENT TO OUTSIDE THE RUNWAY (YELLOW)
°m SAFETY AREA PRIOR TO OPENING TO TRAFFIC.
Q~ /M Np MARKI NG P LAN
3. EXISTING PAPI SHALL BE TURNED OFF DURING PERIOD ~r S OF DAYTIME RELOCATED THRESHOLD. ~o
°
4. DETAIL IS SIMILAR FOR R w9 UNWAY 26.
~o ~a
3 ~ ~ x K m
Iv oa 3
o~ _ ANDREW - S MURPHY N.T.S. M 2
of ~i,a All Autocad Drawing Reference:
_ 7
Path: J:VAndrews-Murphy\Ra362010 - Runway 26 Extension \Plans\ File: AMID Marking Plan 1-2.dwg
N.T.S. M-2 v° Saved: Jul 01, 2003 - 9:42pm by dstelljes / Plotted: Jul 01, 2003 - 9 42pm
v` Qo Date: Drawing Number:
JUNE 2003
a°'o m Business Unit:
GREENSBORO

ANDREWS-NIUf~HY AM~OR'T
~w~ `t
.
CF6i0KEE cam, NC
THE
LPA
VARIES VARIES = =
GR - OUP -
NEW ASPHALT PAVEMENT (THICKN SS AVIATION CONSIA.TANTS ESS
RENCH NADTH +12" AS REQUIRED TO MATCH EXISTING TIE
LPG R OP f UoN orth p~, SUBGRADE
SAW CUT REQ'D 6" 7031 Albert Pick Road, Suite 302
(TYP.) ~T.~p ~ BITUM. TACK (EACH SIDE) Greensboro, North Carolina 27409
EXIST. ASPHALT PLACE CRUSHED ATLANTA, GA • BATON ROUGE LA • CHAR
PAVEMENT LESTON, SC SELECTED BACKFILL STONE OR CRUSHED CHARLOTTE, Nc • CHICAGO, IL • coLUMeIA, sc
30" MIN. GREENSBORO N • HAND PLACED AND GRAVEL T c GULfPORT, MS • JACKSONVILLE, FL 0 TOP OF KNOXVILLE, TN • MOBILE AL • M
EXIST. BASE TAMPE YRTLE BEACH, SC PIPE, WHERE WATER ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
z COURSE
IS ENCOUNTERED IN SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TRENCH OR AS DIRECTED Desi ner:
°0 NEW CABC Q 9 Seal: BY ENGINEER. 0 M,NNI ~,,~~~~~~~~1,,,
30~ 0. D. ~ . R4
• Technician. ~ . .
j~NEW DUCT BANK / \ DO # 57 DCS > a 9~ - . . 1 /4 O.D. •
1 / 6" MIN. _ Checked by. 22998
~ (p ~ ~0.~~ M,AVI
,f %~i ' . NCINE~.•' ~ .
Project Number: J • • Q~p`~
• ME~~ NOTES: RA382010
1. APPLICABLE TO BOTH EARTH AND ROCK TRENCHES.
2. CMP ARCH PIPE SHALL BE BEDDED IN ACCORDANCE
WITH NCDOT STANDARD SPECIFICATIONS FOR ROADS &
STRUCTURES, LATEST EDITION.
CLASS "B"
ASPHALT PAVEMENT CUT AND PATCH ,
N.T.S. MD-1
2
N,T.S. MD-1
FLAT SLAB TOP
FRAME & GRATE OR
LID AS REQUIRED
OPENING AS
REQUIRED
REVI310N3
o. Description Dote By
FULL SIZE RISER
TO TOP
48"
MIN. OPENING AS
REQUIRED
5"
MIN.
a ~ a. d ~
d
Project Name:
1. CONSTRUCTION AND STEEL REINFORCING SHALL BE IN RUNWAY 26
CONFORMANCE WITH ASTM C-478 REQUIREMENTS.
EXTENSION
2. CONCRETE TO BE 4,000 PSI MINIMUM AS PER NCDOT .
3. MANHOLE AND SLA Drawing Name: B SHALL BE CONSTRUCTED TO
a~ WITHSTAND AIRCRAFT LOADINGS OF 65,000 DUAL WHEEL ON
100 PSI TIRE PRESSURE.
4. CONTRACTOR SHALL SUBM MIS IT CEL SEALED LANE s 0 H P US 0 DRAWING BY A
3e REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF DETAIL
6 S NORTH CAROLINA.
wg
3
N.T.S. MD-1 ANDRE - WS MURPHY
Au4nenrl nrnwinn Refu.e~..e.
i~
in °o ;N N File: J:AAndrews-Murphy\Ra3620l0 - Runway 26 Extension\Plans\ AM10 Miscellaneous 0etalls.dwg Soved: Jul 02, 2003 - 10:15am by dstelljes / Plotted: Jul 02, 2003 - 10:.15am
ON QO Date: Drawing Number:
Ev JUNE 2003
O j d O N
Business Unit:
GREENSBORO

ANDREWS-t~AURPHY AN~PO~T
, . ;
, fi: .
4,
nzo n2o C~~ Cam, ~

T HE
LPA
- GROUP - -
-
A VIATION CONSULTANTS
_ T IE LPA R OUP of H rth o C~ , oNM ,e
,p
7031 Albert Pick R oad, Sulte 302
~sao ' , - ~sao _ Greensboro North Carolina 74 2 09
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
i CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~sso isso n2o - 1720 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
`1~NU~uiinlh JSJ
+ao.oo R4 Technician. ~ ~
1700 ~ 1700 o •'~04ESSIp . ti , .~;•Q •9;
DCS ~ _ EA ~ _ .
. - _ Checked by. g
i MJM G-r8-o3
' GINS \ , Project Number; . J
1680 - _ 1680 • MEN
..1000 800 600 400 200 00 00 00 000 200 ~ RA382010 ~rnnnni~~`~ _ 4
~ ~ t -
1740 1740 1660 16 60
7+50.00.
1720 1720
1700 ~ 1700
i
1680 ~ 1680
1000 800 sov soo 400 2 00 _ o 00 00_ ~ o00 ~ 2 00
_ ,
1660 _ 1660 1700 - 1 goo
i
~
5+50.00
1680 1 sso
1,.-_-` r~
1660 1660 ~nsioNs
1.000 800 600 400 2Q0 00 00 00 001000 200.
o. Descri tion Dote B P Y
7~F00.~0
1740 ~ 1740
1720 ~ 1720
1000 800 soo.. soo _ 40 200 00 _ o0 00 0 00 00o zoo
1700 ~ 1700 1700
17 00 r~ ~
1 ~
1 ti Project Nome: 1
1
y_ _ 1~
1680 RUNWAY 26
, r,f~--- EXTENSION
-1 ~ f,
1880 16V~ 166
i fr 1 ss Drawin Name: 0 g
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6+50.00 _ R E TI
f8
go + + STA. 95 00 T T 0 S A. 7 9 50
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 12~ -1000 -800 -soo -soo -goo -200 o zoo 40o soo soo 1 oao 1 zoo ANDREWS-MURP HY
Autocad Drawing Reference:
~ o TN Toth: J:\Anarews-Murphy\Ha562010 - Runway 26 Extension\Plans\ File. AM10 Cross Sections 1-25.dwg
n~ I Saved: Jul 03, 2003 - 6'. 29am by MMaddin / Plotted-. Jul 07, 2003 - 12:46pm
I ~ O ;N V 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
°n a~ JUNE 2003
i_ Business Unit:
tv o> d o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO

n2o ono i~2 17 20

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1700 L
1
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isao _ ~s8o ~s - A -
- - - GR - - OP U _ lsso - ,
, AVIATION v _ Y_.. ~ ~ ~ _ CONSULTANTS
LPA R P of N rtll o Cn P~
~sso isso iss 7031 Albert Pi ck Road, Suite 302
Greens r 1660 bo o, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
s+oo.ao GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL +50.00..- KNOXVILLE TN • MOBILE AL • MYRT
LE BEACH, SC
ORLANDO, FL ~ RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
_ Designer: Seol:
JSJ
~ CARP
Technician: pFESSip `~.•QR
DCS ~
Checked by - 022998 - • -
• - - MJM - 8 -
_ ; Fry ~ ~ . ' GINE.••
J P Project Number: , MEj G
~ooo eoo soo aoo 200 00 00 00 00o soo tooo aoo 800 600 400. .......200 _ 00 QO w?ae2o~o 00 00 000 ........2.00
n2o _ n2o ns
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1 660
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i
tooo 800 600 400 200 00 00 000 2oQ 1000 800 Ri=V13101V3 $00 6.00. 400 200_ 00 00_ 00 00 OOO 200
o. Description Date By
1720 1720 172 1720
{
\ ~
1700 ~ ~ 1700 17
1700
~
1680 _ _ j 1680 16
1680
~ - --v - i~~~ -e .-..r
I6 Project Name:
1660 1660 166
1660 RUNWAY 26
E~KTENS ION
00.00 9+50.00
Droving Name:

CROS E S S TI CON S

STA. 98 00 T TA. 0 S 100+50
-iooo -aoo -soo -aoo -200 0 200 aoo soo soo tooo t2oo -~ooo -soo
-soo - - - - soo 400 200 0 200 40o soo soo 1000 120o ANDREWS MURPHY
Autocad Drawing Reference:
~N Path: J: AAndrews-Murphy\R0362010 - Runway 26 Extension\Plans\ File: AM10 Cross Sections 1-25.dwg
a~ ScVed: Jul 03, 2003 - 6:.29am by MMaddin / Plotted. Jul 07, 2003 - 11~28am
ho a~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
ari Q~ 1 1 i I I ii~~ I JUNE 2003
ra ~
o> ao GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL Business Unit:
GREENSBORO

AIVDREVYS-tuIURPHY AM~OR'T
1700 1700
Ch~iOKff COU~tY, NC
T HE
LPA
1680 - - -
~,------.,----u 1680 i, GR - OUP -
AVIAT ION CONSULTANTS
1~ lP R P of N r a th p~a,
1660 1660 1700 7031 Albert Plck Road, Suite 302
17 Greensboro North 00 Carolina 27409
ti
02+00.00 ~ ATLANTA GA • BATON ROUGE, LA • CHARLESTON, SC ~ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
~ - GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVI • \ , LLE, TN MOBILE, AL • MYRTLE BEACH, SC
1680 ~ I ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~ ' i - - - - - ~ ~ ~ _ _ ~ I ~r ~ _ ~ . _ _ ~ 1,, _ _ ~ 68O SARASOTA, FL • TAMPA, FL • WEST PALM BEACH F _1-
Designer: Seal:
JSJ d`~Ni iNrrrr
1660 Technician. ,
1660 o ij4ESS•' ' DCS ~ . Q~ • . . .
- • L Checked by. - 022998 -
. - 03+50.Q0_
M,IM - ~ ~ -tg-o~ ;
1000 800. .600 .400 200 00 0 D0 00 000 200 Project Number; . GINf. ,
GP,~ ~ MEN rrrrriiin~N~`
1720 - 1720
1700
1700
t000 8QD 80.0 _ 600 _ 0 404 , 2 0 _ 00 00 00 00
_..000. 200.-
1680 ~ _ J _
' ~ 1680 1700 17 00
1660 1660 1680 1 ~ ' / 1
1 r ~ ~ _ 680
~ I - - ` L
01+50.00
i
1660 1660
I
03f0o.o0
rt
.1:000: S00 600 400 200 00 00 00 00 000 200
w~nsioNs
o. Descri tion Date B P y
1720
1720
f000 .800 800..... ....600 400 200. oo ao oa oo
_iooo _ i2oo
1700 ` ~
1700 1700
~ i 17 00
~ - ~
1680 ~
1680 1680
r 1680 r ~ i l `--,J_ _ __~l
IJ
1660. Project Name; _
1660 1660
16 60
RUNWAY 26
01+00.00 ~~~~ON
02+50.00
Drawing Name:
C RS SE TIOIV S
€ ° Ea
STA + .101 + _ 00 T STA. 103 50
J
L
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 _8 _
00 600 -400 -200 0 200 400 600 800 1000 1200 - ANDR EWS MU
RPHY
i~ HuLOCaa urawing Keterence:
~n °o ;N V Pile: Path J\Andrews-Murphy\Ro362C10 - Runway 26 Extension\Plans\ AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MModdin / Plotted: Jul 07, 2003 - 11: 28om
v Qo 200 100 0 200 400 600 20 10 iiim 0 20 40 sa Date: Drawing Number:
rti o> as N JUNE 2003
Business Unit: GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL
GREENSBORO

/
A~~' A~On
z r
Vf~M1LL Nl/11111 I, IRI
_ THE
LPA
- -
GR - - OP U -
AVIA TION CONSULTANTS
AR of North ~ p~,
1700 _ 1700 17 7031 Alber Pi ' t ck Road, Sulte 302
Greensboro N r h 1700 o t Carolina 27409
ATLANTA, GA ~ BATON ROUGE, LA ~ CHARLESTON SC
CHARLOTTE, NC ~ CHICAGO, IL ~ COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS ~ JACKSONVILLE, FL
1680 ~ - 1680 168 KNOXVILLE, TN ~ MOBILE, AL ~ MIRTLE BEACH SC ORLANDO FL ~ RALEIGH NC ~ RICHMON V
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170 1700 1700 KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
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168 - 1680 1680 ~ _ i,~
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u oM Qo 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:

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o Path:. J:AAndrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ File: AMID Cross Sections 1-25.dwg
0 Saved, Jul 03, 2003 - 6:29am by MModdin / Plolied: Jul 07, 2003 - 11 51am
;o yN Uh 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number
Qo i- JUNE 2003
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ANDfENIS-MURPHY AN~PORT
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7031 Alb r . e t Pick Road, Sulte 302
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ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
- ' GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
noo _ i goo i ~o KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC ORLAN00, FL • RALEIGH, NC • RICHMOND, VA
1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL
i ~ L_ _ _ _ Designer: Seal: ~ - _ 1
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.1000 800 S00 400 200 00 0 00 00 000 2Q0 1000 800
80 0 600 ........400 200. 00 00 00 00 000.... 200
1700 1700 170
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1680 1680 168
168 0 RUNWAY 26
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34+00.00
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Y
CROS SE TI S

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-so - - 0 600 400 -200 0 200 400 600 800 1000 1200 - ANDREWS MURPHY
Autocad Drawing Reference:
am Path: J:\Andrews-Murphy\R03620l0 - Runway 26 Extension\Plans\ File. AM10 Cross Sections 1-25.dwg
n ~o 30 Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11. 51 am
v~ v`ri Qo 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
i3 JUNE 2003
cv
a°'o GRAPHIC Business Unit: SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR _ VERTICAL
GREENSBORO

ANDAEVYS-MURPHY ARPOR'T
F
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~sao ~sao 7031 Albert Pick R oad, Suite 302
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ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
- GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
ae+so.oo KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL
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JSJ
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1720 1720
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Autocad Drowina Reference:
I" Path: J:\Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ File. AM10 Cr- Sections 1-25.dwg
n Sov d: Jul 03, 2003 - 6:29am by MMaddin / Plotted:. Jul 07, 2003 - 111 51-
o 0 ; u~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
ao JUNE 2003
rv Business Unit:
ao N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL
GREENSBORO

AI~REVIIS-Ii1NJF~HY AIRPORT
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7031 Alb r Pi k R ' e t c oad, Suite 302
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C olna 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
- CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO NC • GULFPORT MS • JACKSONVIL F LE, L KNOXI~LLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
170 1700 170 1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEAgi FL
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1000. 800 600 400 2Q0 00 0 00 00 000 20Q t000 800 QO 00 soo 600 400 200 0o ao 000 200
170 1700 170 1700
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RUNWAY 26 EXT
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fi
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fio + + STA. 140 50 T STA. 14 0 3 50
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-800 -600 -400 -200 0 200 400 600 - 800 1000 12ao ANDREWS MURPHY
Autocad Drawing Reference:
o_... ,...__...,o_,~~~,~ ~
N rm File: AMID Cross Sections 1-25.dw9
4~ ~ I I Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11:52am
I n 0 ;N d 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
D~ QO / ~ JUNE 2003
rU Business Unit:
« Q a°o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO

ANDREWS-MURPHY AIRPOfiT
~t~ .
CI$iOKff COUNTY NC
TH E
_ LPA
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ANI TI T A ON CONSUL ANTS
T~ LPA R f N rth r , 0 0 ~ p~
7031 Albert Pick Road Suite 302
_ , Greensboro North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
- CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
170 1700 17 1700 SARASOTA FL • TAMPA FL • WEST PALM BEACH FL
- d;_ ~ -
~ - ~ Designer: Seal: O
`1111111 I U II11l,1 JSJ ,1 Cq
R , Technician: ~
168 1680 168 0~ • ESSI . 1680 : ~;•Q~°F oN9 , DCS ~
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44+50.00 46+00.00 ; ~i'•.FN ~ ; GINS _ Project Number: ? P~`~. C 111
- ME ,,1 RA382010 !!!!II{u1j1
1000 S00 600 4U0 200. 00 0 60 00 000. 200 4000 S00 -800 .600 ..400 200 00 0 00 ' 00 _ 000 .....200....
170 1700 170 _
_ 1700
1
168 1680 168 680
44+00.00 45+50.00
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P Y
4000 800 600 400. 200 00 0 00 00 000 200 1000 800 00 _ _ 00 0 •800....,. .....600...... 400. 200. o Q0 000....... 200
170 1700 170 17 00
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168 1680 16
168 RUNWAY 26
EXTENSION
43+50.00 45+OOoo
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CROSS SE TIONS C
+ + STA. 143 50 TO STA. 146 00
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 - - - 0 4o AND - •aoo 600 400 200 0 2 0 o soa 800 1000 1 zoo REWS MURPHY
Autocad Drawing Reference:
~ o /m T~ nru -murp y nay - runway co cx ens on runs File: AMIO Cross Sections 1-25.dwq _
n'D ~i 3 Saved: Jul 03, 2003 - 6:29am by MMaddin /Plotted Jul 07, 2003 - 12:02pm
I ~ Ho N u~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
o`~ Qo JUNE 2003

cti a 'o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL Business Unit GREENSBORO

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n2 i~2o »z 70 ~ , 3 Albert Plck Road, Suite 302
Gr n 1720 ee sboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
i~o KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
- ORLANDO, FL • RALEIGH, NC • RICHMOND, VA ' ` ~ ' _ ~ ~ - - _ 1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
l M
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isso isa Technician: ~ - . . 1680 ; ••~ofESSION•. ti
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1Dtl0 8Q0 600 400 200. 00 0 00 QO 000 200 ~Qpp gpp 800 0 BOO a o 200 00 00 00 00
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172 1720 172
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170
. _ 1700 17 ~ - 700
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168 1680 16
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47+00.00
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1000 800 B00 400 200 00 0 00 00 000 200 f000 800
...800...... 60p 400 200 00 00. 00 00 000 .....200
172
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170 1700 170
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Project Name:
168 - 1680 168
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9 QO LDate 200 100 0 200 400 600 20 10 0 2 Drawing Number: 0 40 60 NE 2003
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ENSBORO

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172 1720 172 - 7031 Albert Pick Road Suite 30 2
Green 1720 sboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE LA • CHARLESTON , SC CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
170 KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
i - 1700 17 h ORLANDO, FL • RALEIGH, NC • RICHMOND VA _ _ _ _ _ 1700 SARASOTA FL •
TAMPA, FL • WEST PALM BEACH, FL `
Designer Seal:
JSJ
168 ~ ARp
1680 16 Technicwn: . .
1680 ; ~ ; •~o oy9 . , DCS . Q •.9 . .
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50+50.oU ' 0229 ' . - . - - 52+0000_.. M,NuI
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tooo soo soo aoo 200 00 00 00 00 00o soo tooo a n2 - -
DO BOO.... 600.. 400 .200 00 QO_ 00 00_
000.......... 1200
~ ~2o n2
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-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -80 e~
~o - 800 -600 -400 -200 0 200 400 6 00 800 1000 1200 - ANDRE WS MU RPHY
A~.~......J n._...:__ n_c____--
a~ -vii.uu vrumny r-ererence: Path: J:\Andrews-Murphy\Rc362010 - Runway 26 Extension\Plans\
f' ~n ~o Pile: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 12.,02pm
v v`n Qo 200 100 0 200 400 600 20 10 O 20 40 60 Date: Drawing Number:
i_
rD O > ao JUNE 2003
Business Unit: GRAPHIC SCALE BAR -HORIZONTAL GRAPHIC 19 SCALE BAR VERTICAL
GREENSBORO

~11,LAY~?i''mVrYfll ~urtt~vlll
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172 OU of N orth ~ , p~a
1720 1720 7031 Albert Pick Road ' Suite 302
Greensb r 1720 0 0, North Carolina 21409
ATLANTA, GA • BATON ROUGE LA • CHARLESTON S
,C CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
170 1700 1700 _ KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC _ ORLANDO, FL • RALEIGH NC • RI
- - CHMOND, VA 1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
JSJ
168 1680 1680 .ARO
Techrncian. , , , 1680 : o o4ESSio ' ti
DCS : ~ •'e~ ~9 •.9 .
53+50.00 Checked by. 0229 8 '
55}00.00. ` MJM - . ~ _03~
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_ Project Number: ~ P~`\~~
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1000 800 600 400 200 00 0 00 00 OOU 200 ~ppp g 172
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1000 800 6Q0 400 200 00 0 00 00 000 200 1000 80
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172 1720 1720
172 0
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Project Name:
168 1680 1680
1680 RUNWAY 26
EXTE NSION
52+50.00 54+00.00.....
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5 _ CR OSS SE CTION S
STA. 1 52 50 T TO S A. 1 55+00
-~OOO -8OO -VOO -4OO -?OO O GOO 40O 6OO VOO ~OOO ~ZW -I000 -VO ~E to - _ _ 800 600 400 -200 0 200 400 600 800 -
1000 120o ANDREWS MURPHY
Autocad Drawing Reference:
i ~ F Section 0wg - Runway. 26 Crtension \Plans\ - 1 s 25.
I ~ ~O N u~ 03, 2003 - 6:29am by MMaddin Plotted: Jul 07, 2003 - 12, 52pm
9h QO JD 1An0dCrarewss I I kMj I I s-Murphy\Ro36201d 200 100 0 200 400 600 20 10 0 20 40 60 g Drawing
iV JUNE 2003
d O N M Mlio~ Number: s Unit: -20
GRAPHIC SCALE BAR HORIZONTAL GRAPHIC SCALE BAR - VERTI CAL
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Gr 1700 eensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE LA • CHAR LESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
170 - -i GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC
- 1700 168 ORLANDO, FL • RALEIGH, NC • RICHMOND VA
1680 SARASOTA, FL • TAMPA, FL • WEST PALM B A E CH, FL
Designer: Seal: 58+00,00
168
1680 ~ CAR p Technician. •
~.•'~O4ESSlp' ti ; DCS : Q 9 .
56+50.00
Checked by. - ~ - - 22998 - -
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~ RA362010 ~~u~nu,~'
1000 800 _800 , 600. 400... .200.. 00 _ _ 00
00 00 000........ .200.
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1680 168
168 _ 0
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55+50.00 E XTENSION 57+00.00
- Drawing Name:
90
fr_ C - RO S S _ SE CT I S
STA + . 155 + 50 T STA.
158 00
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J i AutOCad Drawing Reference:
In °o o~ Path: J_AAndrews-Murphy\Ra362010 Runway 26 Extension\Plans\ File: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MMaddln / Plotted. Jul 07, 2003 - 12:18pm
v`~ Qo i- 200 100 0 200 400 600 20 10 0 20 40 Date: Drawing Number: 1!!M" I 1 11 ber.
ro
a a N JUNE 2003
GRAPHIC - SCALE BAR HORIZONTAL
GRAPHIC SCALE BAR -VERTICAL Business Unit: GREENSBORO

ANDREWS-Iu~IPHY AIRPORT
1740 1740 1740 174 0
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1720 1720 1720 CFB~OKff COUNTY, NC - , , 1720
i T HE
LPA - _
1700 1700 1700 - - ROUP = - _ 1700 -
A111AT ON CONSULTANTS
TIE LP A R of N rth o Car , P~
7 1 A . 03 Ibert Pick Road, Suite 302
1680 1680 1680 Greensboro North r lin 1680 Ca o a 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
59+50.00 61+00.00 CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULfPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
- SARASOTA, FL • TAMPA, fl • WEST PALM BEACH, FL
Designer: Seal:
JSJ
C Technicwn;
pFESSIpy• DCS
.
Checked by 2998 •
~a•0~: . , MJM ~ - '
' GIN4. Project Number: J
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tooo soo soo 400 200 00 o uo 00 000 200_ tooo soo 200 0 ~u~zo,o ....800 600.: 4.00 0 00 00 00 _ 000.. .....200
1740 1740 1740 1740
1720 ~ 1720 172 1720
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1680 1680 1680 _
1 680
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i
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1740 1740 1740 17 40
1720 1720 1720 17 0 2
r r
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1700 V _ - 1700 1700 1700
Project Name:
1680 1680 1680 1680
RUNWAY 26 EXTE
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58+50.00
Drawing Name:
y
ROS E TI S C ONS
~S
+ + STA. 158 50 T TA. 1 QS 16 0 0
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 -800 -600 -400 -200 0 200 400 600 - soo 1000 120o ANDREWS MUR PHY
Autocad Drawing Reference:
rc o N rm - N, -mu yr y~nu~ - ur way io [.K ens on runs, file: AM10 Cross Sections 1-25.dwq
vl 5 Saved: Jul 03, 2003 - 6:29am by AMaddin / Plotted- duo 07, 2003 - 12:31pm
I ~ ~O ;O UN 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
OM QO JUNE 2003
Business Unit:
iU a°o GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO...

ANDREWS-MUf~HY A~PORT
` a
, .
~ X20 _ i no ~ ~z CI~IOKEE COIAViY NC 1720 '

THE
_ _ _ ,
LPA ~ - ~ I ~ -
noo - ~ ~ goo i ~ GRO P - - ~ 1700
AI/IAT ION CONSULTANTS
~ LPG R P of North r ~ P
7031 Albert Plck Road, Suite 302
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g0 _ _ . _ _ _ _ ~ 2. ALL COST ASSOCIATED WITH SAWCUT
~ - NOTE;__.N6 LAND _ ~XISr. 1691 i~EADWALL ; ~ ~ BITUMINOUS PAV MENT H c , . . E S ALL BE ? _
_..DISTURBING ACTIVITY ~ . I_ _ _ ~ . ~ . _ _ _ _ ~ _ . _ LEVEL ..SPREADE~R~ ~0._ ~ , . _ , . _ ._..,,w INCIDENTAL TO THE UNIT PRICE FOR _ , v _
_ _ W - _ - J . SHALL OCCUR WITHINY _35.. ~ ~ - " _ _ . _ TEMPORARY ~T`QEA~I _ J - ._..~~~w.~--SON - - MILLING BITUMINOUS PAVEMENT• _ _ _
W , FROM: TriE NEAREST _ _ .m.~ ~ ~s~ - W
_ _ ,.CROSSING . _ . ; _ , r r NATURAL DITCH
to ~ ~ - J ~l L w M. ~ .,i -
1690 T!0P-OF-BANK. (TYP.) W ,r . ~ _ 'I
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M - , , . r
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Q .T ~.alL~I.~.~ O O ,,-O MATTING p Q ~CT - ~ 7 ?OQ
~ ? ~ m+ + ? ~ 3
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0 0 ~ ~ o 0 0~ o 0 0 W , ~ o ~ ~ DITCH E W
Z + + 1 0 , ; ~ + M ~ ~ , 69 ~A (0 i~ ~ : , , - CO ~ . O ~ + + ~ ~ _ Z N r
r r ~ r r ! r , r r r r ,
T ~ ~ i , ,i~,' r. i , {ii: j::. , ' ` _ , Z
U . / \ r U
~ ~ - / ~ 'ego - - _ , F-- r /
~ / A ! , ~ . , " ~ Q REV1310N3
~ , • , ~ - ~ o. Description Date By
> ~ 7. ' . ,
,6 ; i ~ 95 .
~
r ~ ~ ' NEW , F ~ . .
, 9 , ` ° -~--MITIGATION
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`,'I~'~ ?i , t r I t I ,
- , ~~.,,~.Y~' ---~w~.-- - --~'-rte-- ~l Ii - - - - ~ - - - - - - ~ - - - % 1 - Project Name:
I~ _ ~ ~ ~i17 I r r I ,
i ~ ~
RR ~ ~ I ~ RUNWAY 26 , r I
RR ~`I' ; - r ~ EXTENSION ' I
~ ~rn ~ i il:~~ , r
I ~ !;;1 RR ' ; m t<rj - ~ , ~ ~
:1,., ~ - a ~ ' 'G` i~'I RR o ~ . - / r ~ I ~ Drawing Name:
o r 7' ~ RR ~ ~?~rr.~~~r~r•
~ / ~RR mE _ - ~ . . ~ ~ / , /
_ a _ RAIk` ' ~ ~ " - 1 /
~N - _ o - r ~ ` ADI DRAINA E RR r ~ ? l
a _ - _ _ ~ i _ ~ RR PLAN R~~.--=--__
b ~ - - ~ ~ t - --l ,
' - L , _ , rTT ~ , -2 GD- '
.t y\ ry~ ti. ~ GD-1 ~ r , ~ - - -
- ..ti ~'~/y - , y, yy rya ~ ~ ~ I i ~~~.v _ - ~ -
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_ - - - _ _ _ _ o - _ - . , g - - _ r ~ - ~ ~ ° _ - ANDREWS-MURP _ HY , _ _ s 1
` ` ~ r qp~ ` _ i " 50 25 0 50 100 150 - i \ _ _ 16 Autocad Drowing Reference:
ro . _ _ _ a - ! _ ~ ! - . - ` - , ^ 9s Path: J: Andrews Murphy\Ra362010 -Runway 26 Exienslon\Plone\ _ F-(~r}}},~..f, ~ , ~ ~ ~ ~ ~ ~ A 1 1 -n _ , , _ - . Flle, AM10 Grading & Drainage Plan 1-6a.dwg
_ r _ _ ~ ~ , - 6 a RRa . , , , - " , . ,m. s, F~F-f-1-I-f-}.H, t~ I Saved. Sep 19, 2003 - 1: AFpm by JJohnson /Plotted: Sep 19, 2003 - 2:01pm . . _ _ ~ _ r,RepNlc crel ~ ReR
_ uw. ruwi g vumoer
JULY 2003
RR Rgx~_~ ~ Business Unit:
RR w _ w_ GREENSBORO
RR MajoL lc~

_
r ~ ~
I 1 - ~ - -1 ~ 1 I ' _ I r~~,~ t -,._~.W._. . ' r : ; ~ ANDREWS-MURPHY AN~f'OR'T r
o~ r~ ~ ~ ~ T~ ~ HEADWALL oo ~ TAXIWAY A STA. 249 ` 4.14 ' TAXIWAY A STA. 255+02.30 ~ ~ ~ ~
1 I~41' ~ ~~I
~ E~ ~ ~ BEGIN TAXIW Y A E ~ENSF N INSTALL'~,LEVELING COURSE ~ ~ ~ MArnNG END TAXIWAY A EXTENSION. ~ , r • •~~R
~I 4 i ` ~ t TO TRANSITION ~ i ~ ~ =r', ; x-, a~ , N AS REQU RED I , N = 562461.38 N = 562600.55 ~ -
~ EXIST. TAXIWAY A2 TO MEET ' - s ' E 550310.45.' ~ ~ r
~ E - 549821.72 r ~ rwi. - ~ E s ~ EC-i ,"~n*:'
Exlsr, PROPOSED TQ~XIWAY PROFILE. ;~~~;y'- sLOPE - 0.07 I f l - ~ ' O ' O O O `'RIP RAP { ~ O ~ DITCH A NOTE: . CF~iOK~ CAlM1Y, NC
I_ ~i ~ O O. ~ O O~. O ~ ~ , , , 404+17.12 , , ~ ` ' LEVEL SPREADER TO , , , : ~ ;yC _ I
Exisr. . N M ~ ~..~n, ~ ivv i i rill / , r BE CONSTRUCTED
~ t i tQ ~ ~ ~ DITCN 'y i~ N N ~N N N ; , NO LAND DISTURBING ACTIVITY ~ THE
404+00 I ;.I !i SHALL OCCUR WITHIN 35 FROM ~ _ app
THE NEAREST NATURAL DITCH ~ -
I ,r ~,,r n: ; ~ ~ ~r ~ ~ R UP = TOP-OF-BANK. TYP. ` ~ '
TAXIWAY A STA: ~~9+78.80 ~ ~ ~~I ~ - ~ DITCH A ~ t ~ - AVIATION CONSULTANTS
` A TA. 403+00.00 S` ~ ~ .-.1 TAXIWAY 2 S _ ~ ~ _ _ I ~ y F - Q # _ I ~ ~ i ¦.............r •I ~ _ o
~ ; ~ I INV, _ ~ ~ 1~ LPG R P f H r 0 o th aroN~ .a.
- ~ ~ ~ n ` I h E' , 1695.0 INV. = 1695.5 INV. = 1696.0 C S r~ ~ ' 7031 Albert Pick Road Suite 302 S MATTING r t
EXIST. 24 RCP ~ + ~ 3 ~ uo uo uo uo un un uo uo uo ~ ~~r' ~ ~ Greensbor r h w , ~ , ~ _ o, Not Carolina 27409
ELEV. - 1694.43 ~ ~ ,r 4 RCP ! , 4. , ;,{,I „ MaTTINc D-.5 ,
' I 4 I _ _ _ w SLOPE = 0.29 r , . ; ` ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC •
_ ......403+00 ~I~~ ~ 1 303+00.00 ~ CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC - I t',~; 10~ GR N • • ~ i
_ W . _ ~ . - ~ i . 6 1 q ~ 68 - SAWCI~~ - D = .6 EE SBORO, NC GULFPORT, MS JACKSONVILLE, FL _ _ . _ KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC SLOPE 0.42
` ~ i ~ ~ ~ < , ~ ~ ~ ~ ' ~ ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA ' DITCH H
VERTI~AL~'~A~~,-- ; ~ - _ 2 (~1 \ Y ~i~ , , ~'i ~ i - SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TACK,_LL(TYP.) ~ ~ INV. = 1693.2 0 1 ~ i -------•---------~•?---ry.' Desi ner: Seal: g
' , ~ ~ INV. = 1693.7 , = TAXIW 4+ 4 DITCH I , TAXIWAY A STA. 25 8 .80 * 1., -
INV. NEW .~i INV. _ , TAX~UVAY A ~ ~ ~ 1694.0 TAXIW . 1 TAXIWAY Al STA. 303+00.00~'~~ ,r ~ CA
;MANHOLE ~ 1693.0 , , NEW Z4 ' ~ ~4 Technician: ~ .
- ~ h ~ ,1695 T RCP ~ - ~ : ~ . ~o4E OHq ••.9 6 DCS . e ~ .
A 1 ; DITCH B 2 SEAL
_ ._...NE.W -2#~'_ MCP CUt.VERT 81 Checked b . 022998 - Y , 7' ` 138 LF OF 24" RCP 0 .20% CLASS IV 302+00 _
= - 402+00 CO' r, :INSTALL 10 STEEL INV IN 16 2. W STA 1 0+24.10 OFF 206.00 LT % F ~
DITCH C ~ - - ~ ~ j . , . ~ ~ ~ ~ CASING PIPE FOR ~ MATTING $ 3 RPZ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT NCINE~;.• ~ g i ~ Project Number: P~'~.` ~ INCLUDING FLARED END SECTION ME~G
- , ~ 1 I o ; ' FUTURE USE, CAP. ,ey INV. _ _ ~s " " RA382010 ~~'~nn n n
~ L' ~ _ DEPTH OF COVER - D = s-s° !j 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME
~ ~ ~ ~ 1693.0 ~ 3' MI SLOPE = 0.267 .4 ~ , ~ , , 1-.- ~ , NIMUM ~ ~s RW STA 148+88.27 OFF 206.00 LT ~ 2 ~ TOP 1695.54
MATTING ~ ~ ~ ~ ~ ~ ~TCH B i i ~ I , ~ ~ ~ 1695 , I j , `,J. r ~ NOTES:
I 1 ~I ~ , CULVERT C1 r;; b ~r,;~ 8 3T LF OF 24" RCP 0 .20% CLASS III
D = 2.75' ~ ~ ~ ~ ~ ~ _ SLOPE = 0.27 ~ ~ ' S - - '~h 3 INV IN 1692.30 RW STA 148+86.27 oFF 2os.oo Lr 1, CONTRACTOR SHALL ANTICIPATE
r I I DITCH C ~ , ~ ; h ~ ' SAWCUT NEAT ` „ NEW DOUBLE ~ ' ~ INV OUT 1692.23 RW STA 148+60.24 OFF 180.00 lT INCLUDING FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
_ ; ! , , ~ I` ~ I; ~ INSTALL 10 STEEL CASING PIPE x VERTICAL FACE. , ` ~`-`----ARCH V RT ' CUL E S f 7 SITE SOILS PRIOR TO COMPACTION
401+00 I ~ I ' ; ° FOR FUTURE USE, CAP. DEPTH OF ~ 30' T 6" DIP " ~ ~ ~ ~ TACK. (TYP.) , ~ ~i~. 301 +00 _ - _ ~ ~ ~ ~ ~ CULVERT Al " r 4 64 LF OF 24 RCP 0 .5`ffi, CLASS IV I
I EXIST INVER ° - , . _ COVER = 3 MINIMUM - i. , _ „ ~ _ 1 , _ ELEV = 1694.33 _ . , , _ - - ' I INY IN 1694.76 RW STA 150+56.76 OFF 358.8 LT 2, ALL COST ASSOCIATED WITH SAWCUT r ~
r _ _ % ~ s N -RSA ~ . p ; ~ . ~ INV OUT 1694.43 RW STA 150+12.92 OFF 312.9 LT _ .
C7 TO BE B D _ , - _ ~ . . INV. = 1693.7 INV. = 1694.0 ~ BITUMINOUS PAVEMENT SHALL BE , 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME INCIDENTAL TO THE UNIT PRICE FOR
I- _ ~ INV. = 1693.5.. _ . CO ~ ~0 ' ' ~ S RW STA 150+12.92 OFF 312.9 LT NWAY 8-26 STA. 154+84.80 ' ~ E""
W ~ ~ ~ ~ ~ ~ ~ ~ ' uo ~ uo w -pia ' ~o uq w uo ~ ~ ~ -0,, RU , TOP 1698.21 MILLING BITUMINOUS PAVEMENT. W
W ~ _ - - - - - - 1696. , _ _ _ _ _.,_y _ 1696. ~=.~.r TAXIWAY Al STA. 300+00.00 ~ _ W ~ '',l~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838,04 ' 6 RW STA 158+32.75 OFF 210.84 LT
_ - _ t . 7 . , s ~ F. r; O 5 ~ _ . 7 ,z Op _ - ~ i ~ INV 1700.16
ti._,. ~ ~ ~I ~ 1,~ 16 g .6 $ n ~ ~ . ~ X696 ' S
_ ~ ~ . w, . , ~ ' 's. . 30~ i 414.5 LF OF 47"X71" BITUMINOUS COATED L.S. 300+00.00 ~ ~ W
W _ . ~ ~ ~ w ,-400+00.00 ~ f - _ - _ T _ _ ~ I; _ _ ~ PIPE ARCH CULVERTS, TYPE A, ,668" THICK 01.48X W ~ - - ~ ~ " ~ + j ~ INV IN 1700.16 RW STA 158+28.32 OFF 210.84 LT
. . ~ ~ ~16 s . - _.u_. ~ 9s I ' ~ _ _ ~ r - ~ ~ . • - ~ ' ll INV OUT 1694,15 RW STA 158+64.29 OFF 202.40 RT
~ ~ ~ m ~ h_ i - . . _ - _ ~ - \'~l, ,'r~' 414.5 LF OF 47 X71" BITUMINOUS COATED L.S.
O _ _ ~ - _ - - - - _ - _ - ~ ; ~ PIPE ARCH CULVERTS, TYPE A, .668 THICK 0 1. _
O _ _ _ , O-- - - ,w _ , " ' ~ ~ ' ~ INV IN 1700.16 RW STA 158+36.21 OFF 210.84 LT -
- _ ~ INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT _ ~ ; Y - _ ~ - r
INV. 1693,0 ~ -~-i _ -INV = 1 4 ~ = - - _ - - - 69 .5 " ' ' ~ ' , ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 4.5 ~ • m ~o I _ . - - , _ 9 RW STA 158+68.72 OFF 202.00 LT - r
r INV, - 1693.7 ~9~-=f";. i o i \ ~ _ - , - , INV 1694.15
RSA RSA ~ RSA = ~ - ~ ~ ~ ~ _ i ~ 0 ~ ~ RSA ~i - ~ % 0 _ _ - ~ ~AWCUT NEST
Q ~ ~ RUNWAY STA. 149+78.80 ~ ,r ~ ; - VERTICAL FACE, + - RUNWAY 8-26 STA. 155 02.30 a r~ _ ~
F- , , , , ~ . TAXIWAY A2 STA. 400+00.00 ~ ` ~ END RUNWAY 8-26 EXTENSION
t~ s !TA _ - 9 CK, TYP.. s - _ . ..~fCl4ET $RANCN~ _ _ . ' _ - . 4 - _ . . . - _ ~ _ _ _ m
_ . _ ~ , .-y w _ _ W ~ . _ - - - , . - _ l ~ N = 562312.02 NOTE. W
_ Z _ _ ~ _ _ oo _ . _ _ . . _ _ _ v _ . ~ ~ _ E r. _ ~ • = e Z E 550392.61 LEVEL SPREADER TO
. . ~~00 _ ~ , _ Y 2 TA. 149+96.30 ~ ~ - - - - _ _ -ee- J BE CONS?RUCT€D ".u
' J ~ - - - - • i ~ ~ f , UL
BEGIN RUN _ _ . y ~ WAY 26 EXTENSION - - U - - - Ai ~ ~ ~ ~ .r
~ - l N - 562173.49 , ; ; 4 , r
. ~ R - , Q P . ~ Q REVI310N3 ;
E = 549905.94 ~ - ~ ~ RP Z o. Description Date By
- ELEV. = 1696.81 ` -~a95 RPZ •
DITCH E _ , _ ~ DITCI IT H D C E _ RPZ
9
r IT H RPZ , D C D
c _ y _ ~
- • ,
_ ~ ~ _ -

~ , , 1 MATTINO .
O O ~ O O O O O O O O O O O O O O O O O O
O O O ~ MATTING O O ~O O O D= 1.5' O O + + + + SLOPE = 0.45Y
I~ 00 0) O ~ N M~ ~ ~ N ~ + co - - I , ao rn o DITCH D
~ ~ ~ ~ ~ ~ t D- 1.25 N ~ ~ '...I~ ~ In co cp r- ~
1 + t SLOPE = 0.75x ~ _
1 ~ , ~ DITCH E ,
~ ~ ` ` Project Name: NEW , . . . .
1 I
~ t% MITIGATION
fNV. = 1 .5 692 f , ITCH - D RUNWAY 26
r ~ ~ ~ ~ EXTENSION . ~
3 0 _ ~ , •
' ~ ~ • ~ x
- ~ O a ~ -V ~ x:, - ~ • , . " Drawing Name:
P / m o i x ~ ~ ~ , ,
° ~ ~ o ~ x , ~ . r . , _
i i ca . - • / - + ~ - .~r -
o ~ . 00 IV ~ I S ' ~~,r _ d'
O ~ ` / , ~ ~ / ~ \ 1 G G&D NAE _
q ~ry 4 V' M \ / \ W - - ~ ~ y _ , .
~ ~ f ~ `I\ ~ t / ~ _ , ~ ; - ,..X , ~ ~ - ~ ~
N ~ r ,r
/ / A XV Wi -1 I -~wi.- ~ - _ - ,
ro v\ • ~ - . GD-
i cc ~o ~ ~ ~ - - ~ - - ~ , : GD-~ ANDREWS-MURPHY
io ~ o~ FENCE REMOVAL ; -
f0 ~ T ~ ~ ~•r a--"' _ - Autocad Drawing Reference: - .
E (CONRINUES TO ;a ~ ~ rri n ~ w , ~ r- . i ~ Pnth J \Andrews Murphy\Ra3fi?.070 Runway 26 Exienston\Plans\ _ ~ ~ ~ ~ y,' ~ ~ , - pile: AM10 Grading & Drainage Plon 1--6adwg ¦ % y ° :'.y ~ i % ~ ~ ~ ~ ° ' ~~r ~ Saved: Sep t@ 2003 1:44pm by JJohnson / Plotted: Sep 19, 2003 - 2: 01pm
, , ra ~ SkIEET GL-1) , r r x ~ ' ~ 50 25 0 50 100 150 Date; Drawina Number:
rr~¦~r¦~rrr~~r~~~r~r *SOW- 411 JULY 2003
mom r • a m r r r r ~ ~ x/ Q~ r r r x/
GD- Business Unit: Wl - - GRAPHIC SCALE BAR e .
GREENSBORO

I ~ ~ i + X? ~ A A ~ ~ 'I ~ 1 ~ w. a ~ i'. 'x~, v _ ~ r
\ I 1 1 A t y ~ ~ ~ ~ ~ - ~ j 1 , V ` \ ~ ~ _ -
I I 1 f ~ + I ik ~ ~ ry , . ~1p~y A ~ A V ~ A ~ - ~ ~ ~l , ~
~ ~ \ ~ ~ r~ ~ 1 ~ V ~ ~ ~ ~ . , , ~ R~ D ~ ~ . - . ~ /,i ~
v ~ A ~ } , ~ , \ . , , , ~ ~ , ~ _ CIS - ~ ~ _ S
\ 1 ~k vv \ y ~ ~ ~ v ~ . , , ~ ~ ~ - . ~ - _ . ~ , , ~ r~9 A
\ ~ 1 \ \ • ~
' ~ ~ k\.___\ ' \ , - , \ \ y, -.l v ~ ..l \ . ~ ~ . ~ . ~ . x.. ,
\ I - • ~ 7.. ~ ~ . ~ , ~ ~ ~ \ - ~ ~ III Y M~YY h \ ' ~ ~
r~l ~ v ~ 1 ~ ~ ` ~ ~ r , . ~ ~ ~ ~ ~ ~ ~ ~ ~ 45
I ~ xl i ~ M- , I i ~ n ~ 4 ~ ' . .
I I ~ ' ' - A ~ I ~v \ - THE ~ _
¦ \ ~ ~ , ~ ~ s ¦ ~ \ ! ' ti . ~ , . ,
r r ~ - ~ LPA . ,
? ~ ~ r 1..", ~ ~ . ~ ~ . ; ~j ~ , ~ ~ ~ _
~ , t ~ , , _ , , ~ ~ _ SULTANTS .
/ J 1 z ~ r 4
~ ~ I ~ ~ ~ / ~ ~ v MATTING 1 ~ ~ 'k I / - , , . , ~ R P f N rth - . TIE LPA x ~ OU o o ro , , Ca ~a a , , r
\ v I p$ V ¦ - , oatl Sulte 302 ' 7031 Albert Pick R ' , v
~ ~ ~ ~ I - ~ - i ~ ~ ~ ~ ` ' • ~ . _T ` ~ W` Greensboro, North Carolina 27409 , r ~ t , / \ ,
D=.6 ` ~ Iki SLOPE = 0.429 ~ ' 1 ~ ~ , q, ~ , \ s ~ ~ TLANTA, ~ ~
. DITCH H I - ~ - ` - - ~ - - A GA • BATON ROUGE, LA • CWARLESTON, SC - , ~ ~ , ' . v
I ~ ~ t k 1 ~ I I f ~ ` ~ CHARL ' , , ~ 1 OTTE, NC • CHICAGO, IL • COLUMBIA, SC , , \ ~ ~ , ~ \ . , ~ , ' . (~iEENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
t ~ . , ~ ~ ~ ` , , ` ~ >>35 , , , , KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ~ ~ , ~
I r I" ` ' • ~ , i . , a ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
I ~ E ~ r ~ ~ ¦ ' , ` ~ ~ ' . ~ , ~ , . , i SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ~ , ~ I~~t~
T" - , - ~ ; , 1745 . ~ _ .k ~
DITCH H . ' ~ ` ~ Designer: Seal: ' ~ ~ i ' ~ ' ~ ~ ~ ~ ~ ~ ~ ~l ~ JSJ
~ ~ , , ,
f ~ ~r ` ~ ~ ~ ~ I Technician: ~ ~
1 ¦ I ' ~ ` ~ ` ~ 1 i t • pFES51pti••.ti ; ` ~ DCS ~ •Qe q~ •.9
i ~ i~. SEAL
/ ' ~ - ~ I Checked b . - _ _ _ -EXIST. PIPE ` ~ ~ ' Y - 022998 , i ~
NEW DRAINAGE PIPE ~ ~ - ; i', ~ ~ , MJM 15 EXIST. CONTOUR ~ ' = uo NEW UNDERDRAIN ~ , ! ~ ~ ` F ~
X. "-1675^ FIN o NGINEE ~ . ~5^ FINISHED GRADE ~ ~ i ~ ' ~ Project Number, ? ' P~\`~
I~ , ~ + w~ 0 ~ _ 0.36%--~ NEW UNDERDRAIN SLOPE , i i ` i ` ~ ME~G
X 1675.5 SP \ ~ k 675.5 SPOT ELEVATION CO N W r i O E UNDERDRAIN CLEANOUT , " , i
EXI ~ , EXIST. AIRPORT PROPERTY LINE i ~ , . i , ~ I
- - EXI' w_ _ , _ ¦ I' ' EXI' EXIST. PROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT ~ , , , ~ , , ~ NOTES: EXIST. EASEMENT ` ~ ~ ~ ~
~ ~ I~ PRI Q NEW MANHOLE ~ ~ PROPOSED PROPERTY EASEMENT ~ ~ ~ ' ,4 t i !
~ ~ PRI - PROPOSED PROPERTY LINE - ~ ~ ~ , ; ~ ~ ` ~ , ; , 1 NEW STRUCTURE NUMBER , 1. CONTRACTOR SHALL ANTICIPATE
I GRI x r 1 ' . ~ , , - ~ ~ GRADING LIMITS ~ I ~ ~i , ; , i ~,1 _ I ~ , , , EXTENSIVE DRYING AND SCARIFYING OF
; _ _ , ~ w _ ~ i ~ . ~ i i i~-r-i-;--~-i- EXI D STURBED LIMITS p ~ NEW DROP INLET W/ INLET PROTECTION _ _ ` ~ ~ ` ~ ~
N ~ . , , ¦ , ~ {-I-~-I-}- EXIST. RAILROAD ~ , _ ~ ; SITE SOILS PRIOR TO COMPACTION - X - EXIST. FENCE ~ i k. ` ~ ` ~
_ fv ~ ~ - x IN- x fN- x M! EXI'. 0 _ + ~ 1~ ~ ~ ( ~ x ? EXIST. DRAINAGE INLET ~ , ' E i ' ; ~ fN- M! EXIST. FENCE TO BE REMOVED ~ i i, 2. ALL COST ASSOCIATED WITH SAWCUT
~ , S , . EXI'. - - - - EXIST. EDGE OF PAVEMENT NEW ROCK CHECK DAM ~ , , i ' , ' ! i
. _ , \ , ~ I kj NEV w. - I , r..-.~-..~,:~.~:~. , EXI; NEW EDGE OF PAVEMENT ~ ~ ; ; . ~ ~ ; i ~ ~ BITUMINOUS PAVEMENT SHALL BE .w~~,~,-~. EXIST. TREES & vECETA>loN ~ ~ ' ~ ~ ~ ~ INCIDENTAL TO THE UNIT PRI F
~ . 17 ~ . U, \ _ + ~ EXI' CE OR
W - , EXIST. AIRFI I HT B TEMPORARY SEDIMENT TRAP ~ 1 i ~l 1; ° ' ELD LG MILLING BITUMINOUS PAVEMENT. ~ , EXIST. AIRFIELD LIGHT REMOVAL i ; , ; , . ~
W ~ , i ki ~ EXI' 0.P EXI' ~ ¦ _P EXIST. LIGHT POLE ~ ~ " ~ ~ ~ ~
r ; ~ ' ~ ~ EXI, EXIST. POWER POLE - ~ ~ ' " + ~ ` , ~ x NEW INLET PROTECTION CULVERT i , , , i , ,
` ' , ! ¦ COP CONTROL PCdNT ~ ~ ~ ' ~ ' ~ ' 'x 1
_ , W _ ; _ RIP RAP ! : ' ~ NEW DITCH ;
W . _ ~ _ _ _ . r • , - `T - r . _ ~ ; , _ ~ - - NEV _ ~ 1 _ ~ ~ ~ ICN i ~ s
~ 1 1 r PROPOSED PAVEMENT CONSTRUCTION } ~ ~ `'`'j ' TEMP. SILT FENCE x I E~ j~ i Q
\ r , l ^ \ X~ ~ l ~i 0
.r ~ ~ i O ~ \ .uw) . - _ ~ i --i' - ~
\ ~ t 1 \ ' / 1 ~
~ ~ ~ ~ r , _ f ti I r 'x ' ~ ~ ~
tO - ~ , I • ~ - I , \ ~ I T ~ - _ ~ ~ ~ x - _ ` ; Q
~ ` ~ /
Q Ij IA v i i t j~~ x ~ VJ
QS _ - ~ I I- o~ ~ - ~ - • ,
O ~ O O O- O ~ ` O I OI O O O O~i O ' . O - ~ O ~ O ' O
W N ~ ~ N t0 I~ ~ 00 0~ O _ r
r ~ r r r ~ r _ 1 ~ r" r r 'r .I . _ I I ~ ~ i I ~ x - - ~ ~ - r- ~ l - -
! ¦ / x . _ _ , , , 1 ~ ~ I ;X? ~ ~ x - ~ - / , - . ~ - , , r f, _ _ . , -
I ~ _ ~ _ . t ~ ~ ~ ~ ~ 1 ~I X/ _r ~ , • _ , - ~ r ~
. ~ r ` 1 ~ ~ / LL ~ ~ , e ~ _ ~5, ' 11
x 1 / ~ ~ ~ ~ - ~ , -
1 c 1 ~ ~ - - - y- y ~ - ~ ~ - l' ' ~ /
G / 1 ~ r v ~ ~ 1 1 1 ~ ~ _ ~ y ~ - - _ o• De ri t' ' ~ sc p ion Date y B r/~~ ~
~ 1 1 1 ~ / . - _ _ - ~ ~
v ~ - A'n T[ ~ 1 1 \ y~ - s ~ .l y > i . i i ~ ~ ~ i i ~ ~ ,
l - - ~ ~ FOR CLEARING & ` _ , - - i ' ~ ~r y - , - - - ~ -y- - - ~d x
~ DITCH D 1, 1 - - . " r~.< 1 1 ,GRUBBING, SEE r i ~ - _ a , ~
SHEET GL-1 , - _ ~ 12 - . 1 _ _ - x t2 ~ m ~ - ~ x ~ s~ x
- _ - f - , . - ~ ~ ~ - r -
1 ~i. - - ~ - - ~ ~,b ~ ~ 1 U ~ ~ - y . . / r _ ic, ~ - - y _
' MATTING / , 1 - , ~ J 'I _ ~ ~
_ / . ~ i ' x - ~ , -
_ ~ ~ ~ SLOPE - 0.459 ~ - ~ ~ - ~ - ~ ~ _ , " ~ y -
DR D ~ - - CH - - - , ~ i - r . ~ ' -
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y/ - f / ~ i • ~ - - - - . , , , ~ ~ ' , : ' Project Nome: ~ ~
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~ ~ ~ , „ - ~ , w r y , ~ - ' ~ RIAVWAY 26
- . - y. _ , - , . ~ _ , , ; , ,
i II ~ ~ - _ ~ . . - ~ _ . . x.. , ; w, EXTENSION
- 1- _ ~ ~ - _ _r _ y This Surve is Referenced to the North American Datum of 1983 Horizontal - Y ~ ~ r - and the North American Vertic I
/ / •4 ' „ , I . ~x _ ~ / ~ . - - - - ~ a Datum of 1988. All Traverses are closed and - have a minimum closure of 1: - ~ 20,000. Combined Grid Factor Used for this
- - , a ~ u. 1. ~ ,~~Project is :0.99979632 All Distances shown are Grid Len ths. All Benchmarks Drawin Name:
/ w- ~~l J ~ , o ~ - . 9 g , have been Verified by Double Run Differential Leveling,
~ ~ w ~ _ , , , / ~ ~ ,r'~ - i i
_ _ a i ~ . , , - v~ ~ ~ ~ i F ~ i ~ ,
~ . : - i ~ N
/ / r / ~ i i / i Q / i - _ GRADIN DR G & AINAGE
O ~ _ n N ,lam _ / _ - - , ,.....~:rv,.i 5~ . , y ~ ~ ! i' i _ - - - ~ i . . r' o „ i ~ ~ ` -m - ~ _ / ~ ~ - ~ ~ x " ~0 - PLAN
r- ~~5 ~ - ~ r
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~ ~ r ~ ~ X rl;~.I1ji ,w: - - ~ , i o i ~ _ = r.~s ~ ~ , s - I ANDREWS-MURP
I _ _ . . - HY . _ , ,
b T _ ND may/ ,e' / i i '7 _ ~ x t I ~I ~ I. + i / r r - Autocad Drawing Reference;
- x rc ° - - ~ ' ~ - i' 1 I i~ f!I a i~~ ' ~ I il.l,q , rb ~ ~ ~ ~ Ire'.( I~ - ~ ~ ~ Path: J: \Andrews-Murphy\Ra362010 -Runway 26 Extension\Plans\ - ~ Flle: AM10 Grading & Drainage Plan 1-6a.dwg
' ~ - -'i ~ ~ Saved: Sep 19, 2003 - 7: 44pm by JJohnson /Plotted: Sep 19, 2003 - 2: 01pm " _ ~ ~ ~ ~ ~ 50 25 0 50 100 150
~ Date: Drnwinn Numher•
i I
! w JULY 2003
I p GRAPHIC SCALE BAR Business Unit:
i' \ r GREENSBORO

ANDREWS-MI~iPHY AN~POR'T
q a ~ Y7 r
4 r~
x
M Y M~i.~ ~I~/~ll\ 1 1,
° ~ 1
a `a z °Ol~e THE
5' LPA _ 12 NCDOT
57 WASHED STONE ~ ~ ROUP - # MIN, CLASS B RIP RAP
FILTER FABRIC
PLACE 1' MIN: LAYER OF AVIATION CONSULTANTS 3 2'
NCDOT N0. 57 STONE OR •r TIE LPA R O!P of N rth o Cr , a oNea ,a 8 MAX ~ p
APPROVED EQUAL ON UPSTREAM CLASS B ti•
FACE OF CHECK DAM No. 57 STONE (12") EROSION CONTROL FLOW-? 7031 Albert Pick Road, Suite 302
STONE Greensboro, North Carolina 27409
3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CLASS B ~ ° : e 1.5' WEIR 3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC CULVERT TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
1 ° ~ RIP RAP 5 ° o °~°o 0 FILTER FABRIC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC
a a; o ; ~ 2'1 • 8 0 ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
o • ~ ° ° ` °o FLOW OW o, a o°°°0(}0 ~ . 18 -24 AS DIRECTED • FLOW SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL ,
og o0 0 ~ ~ o ~ o e°D~ ° ~ , BY THE ENGINEER
0~ ° `oo DAM REQ'D STORAGE CAPACITY FT WEIR LENGTH FT RE ' Designer: Seal: ( ~ ( ) Q D SURFACE AREA (SF
JJ ,,,,~~~~m~,,,, A 28,000 20 10,240 CA
o Technician: t~l, ,
FILTER FABRIC o.•~o~ESS~oy•.,ti ; DCS :~:e q~:9;
SEAL
Checked by. - 0229 98
CULVERT M,MII NOTES.
, CINf. Project Number: 1. ' c/ STORAGE CAPACITY SHALL BE 1800 FT % ACRE OF DISTURBED AREA. ~•~P~,,
6' WEIR FLOW
2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 RA382010 ( ) #
3. PLACE FILTER FABRIC BELOW RIP RAP. GENERA N '
e L OTE. 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
L =THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION o, 0 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
A B 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
L FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
2 MEASURES SHALL BE CONSIDERED
~ , ~ ° N.T.S. INCIDENTAL TO THE D-753 PAY ITEMS. EC-1
4
N.T.S. EC-1
1
N.T.S. EC-1
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CHECK DAMS AT THE COMPLETION OF PROJECT
WHEN DIRECTED TO DO SO BY THE ENGINEER.
CLASS I
RIP RAP 8' MAX
Permanent Soil No. 57 STONE 5
Reinforcement Matting MIN. '
PSRM 1.0 ( ) = ~ r
Install Level and Flush f
with Natural Ground 1 o°'0e~ DITCH OUTLET STORA ti• e ooo~°0 8 MAX
GE o ~ 00 0 ° ~ o° ~ -
° o° o,~d°°, ~o,~ o ao goo 0 0.
o ° o$° ~ o~° u o~
~ REVIBION3
12" o. Description Oate By
CROSS SECTION FILTER FABRIC 1. SET POST AND EXCAVATE A 4"x4" TRENCH
SCOUR PREFORMED UPSLOPE ALONG THE LINE OF POST.
SCOUR HOLE (PSH)
(RIP RAP IN BASIN
NOT SHOWN FOR
CALRITY) ~::::Y ~YFl•::J.:.h:••:::'M fyr•~. •J:f•~::: fti~,~ty.
Seed with native WEIR LENGTH ° grasses at installatio . , Qo ° o° ~ o° ;
00 ` d d .o n ° o'g o EIV
W e 0 0 °o V° , ~ ° ° ~ EMERGENCY BY-PASS ~'r~:~'~'•' ~ - •~`~:•r :
e a ` ~ 0° ° 0 ° ~ e,o 8 MAX. ~ oo • A 0 0 ` ~j o . r d' 6 6 BELOW SETTLED TOP
FILL SLOPE o' °'D° eon 0.0° a ~o e o ' o 0 o ge ' o ~ o • e~ o !7 'i a OF 1.0 ' ° ° o ~o D~o 0 0 OF DAM / ~
DITCH OUTLET PSRM 2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
D(1'min) d NATURAL -NATURAL GROUND FENCE AND EXTEND IT INTO THE TRENCH.
NATURAL FILTER FABRIC
~0(ICJ6 Project Name:
STONE SECTION
Liner: Class B Rip Rap 18"-24" thick with Filter Fabric B , POST RI~VWAY 26
t tuck TRAP REQ'D STORAGE CAPACITY FT DEPTH FT WEIR LENGTH FT BASIN LENGTH F' .ENGTH FT BASIN WIDTH FT z EXTENSION
A 4, 500 3.5 7 45' FILTER FABRIC ~ ~
N 45 30
LEVEL SPREADER B D W d B 4 500 ' 3.5 7 45 45' 30'
DITCH D 215 1' 4' .5' _ C 4,680 3.5 7 45 Drawing Name: 45' 30'
o DITCH E 230 1 4 .5 U A
o& DITCH H 200 1' 4' .5' W~
° ~ NOTES: EM QO /O ~ ~ EROSION CONTR OL
o ~ ~N 1. STORAGE CAPACITY SHALL BE 1800 FT3 ACRE OF DISTURBED AREA. DETAILS
~m oN 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 5. NCDOT # 57 „
v 3. PLACE FILTER FABRIC BELOW RIP RAP. 4
W v 4. REMOVE SEDIMENT TRAPS AS DIR Na g ECTED BY THE ENGINEER.
s~ EC-1
N.T.S. ~o EXTENSION OF FABRIC AND WIRE INTO TRENCH
o~ ANDREWS MU RPHY
3 nE 00 3 Autocad Drawing Reference:
r~ N,T.S. EC-1 EC-1 Path: J: \Andrews-Murphy\Ra362.010 - Runwny 26 Extension\Plans\ 611e: AM10 Erosion Control Details 9-2a,dwg
,a 5 Saved: Sep 79, 2003 9 40am by JJohnson /Plotted: Sep 19, 2.D03 1 54pm
3N N U O~ UULc: urawing rvumner:
Q~ ~ U N.T.S. EC-1 JULY 2003
7N 20 Business Unit:
a o'
GREENSBORO

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~ - - ~ ~ . , / / P~ ~ _ , if ~ EXIST. PROPERTY LINE OTHERS N W ' 16 - ~ ) E UNDERDRAIN ~ 90 ~ s ~ - END TREATMENT . . f a ~ , I ~ ~ ~ I' I 4 l i/, . 1 / , F : ~ ;I ~ ~ 1 ~ , ~ / + I ti l ~ .t/' r~ ~ ~ _ I ~ ! 1 '
. . , . . , r . ~ 1685 , ~ ,r w:, EXIST. EASEMENT ~ PROPOSED PROPERTY EASEMENT ~ NEW MANHOLE f i ~ ~ I ~ ~ _ i ,i ~ y i ; ~ , , , 5
\ ; \ _ . _ • i ~ \ , ` ~ rf,: ~ - - PROPOSED PROPERTY LINE . 1 ~ ~ ~ I - - ~ ,1, a~ ~ ~ l~'T------ . . ~ - v..,... , i V ~ ~ ~ i, I I;~ [ ~ ~ ~ is ~ i ~ ' J ~ ~ ~ ' 1 J ~ I 1 ~J / ~ I~ 1 ~ ~ I ' T'
, . ~ ; , - y ~ . , , ~aF - . j ~ i NEW STRUCTURE NUMBER ~ " ~ ~ ~ ~ ~ GRADING LIMITS lr ~ I . ^ \ _ ~ HE,4QWALL ~ ~ 1 1~ ~ ;4~L~V~ALL ' I i ~ i ~ , d ~ , o 1' / I / I } , I , ~ ~
\ . _ _ - - . . . _ , DISTURBED LIMITS ` IP ~ NEW DROP INLET 4 ~ i, \ ON _ ~ a ~ ~ ~ 1 , . _ . w, , . o , ~ AXIWAY A STA. 24 ~ , . 55 2. AY A STA. 2 . ' TAXIW + ~ I ~ 9. 4.14, r 0 30 . ~ , ; ~ ~ ~ ~ti
" _ _ ,i - - . ~ , EXIST. RAILROA W/ INLET PROTECTION D - X X X - \ - = EXIST. FENCE ~ i, , _ ~ ~ v , - - 1 _ , , u INSTALL' L 1~ ~ INSTALL `..LEVELING COURSE _ ~ BEGIN TAXIW ~ - END TAXIWAY A - \ / A I ~ I~ ~
1 , ~ ' , ,.n~- 'i - _ \ EXIST. DRAINAGE INLET i EXIST. FENCE TO BE REMOVED - - i , i ii, " ~ 1;~;1'~ , i ~ ;I ' AS REQUIRE AY A E, ~ EN I EXTENSION- - ~ , S N 9 ~ ~ ~ I ~ : 1 ; ; MATTING , y S REQUIRED TO TRANSITION ' ~ , ~ ~ ~ 1 ~ ~ ~if ~ ~ t 1 ~
- J ~ i+wl!~''' ~ . _ ~ . ,rte M , 1 / - _ ~ 1+~ ~ , - - - - - - - - EXIST. EDGE OF PAVEMENT ~ , i i i ' ' ~ i i, ~ ~ EXIST. TAXIV i i'' ti I ' N = 5 a:~ N = 562600. ~ ~ 62461.38 , 55 XIST. TAXIWAY A2 TO MEET _ _ ~ ~ ,o~ ~ ~ (P ~ ~ i \ l 7 , 1 I ~ I ~ ~ IK
1 E.~ ~ r - , , ~ NEW EDGE OF PAVEMENT NEW ROCK CHECK DAM ~ _ ~ - - _ ~--y~_ ~ ~ , . is ~ , ~ - - ~ ~~xlsT. PROPOSED 1 o = ~-2' E - 550310.45 ROPOSED TAXIWAY PROFILE. ~ - 549821.72 . - , I ~ I I ~ I ,
i / 1 ~ . v., ~ r ~ ~ _ - ~rr~' _ . . - ~ ~ ....I, ~ ~ , - 1680 ' ~ ~ ' J ~A ~ ~ EXIST. TREES & VEGETATION ~ i. i r ~ ~ i ,,i" TIP RAP I ~ ~ 3 SLOPE = 0.30q I i' ~ , ~
J ~ ~ ~ , , / _ ,f ilt i, I I ~ ; ~ ~ ` ~ O EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP ~ i i ~ EXIST. AIRFIELD LIGHT R ~ i i r i, - , ? ° o o DITCH A o o ~ o o o, r , W '
. lJ ~ 1 r~ . ,I ~ I • . / ' ~ ~f ,w EMOVAL POLE ~ a-P EXIST. LIGHT ~ ~ i i,,i ~ ~ ~ ~ ~ i~ 1~ EXIST. , s .404+17.12 ~ . ~ ~ ~ N ~ ~ ~ ~ ~ i r ~ J ~ ~ ~ rf~ _I J ~ ~ il~
~ ;1'.11 ' 1/ h,, .,,W , / _ _ _ r~~~ - ~ ~ , ,o- . , 1~ I,,, ~ ' / X64 ~ 8p - - 6 ~ ~ ~ - " . - r ~ ~r ~ ~ ~ ~ . ~ ~ ~ ~ EXIT r . ~ . ~ ~ ~ ~ S .POWER POLE ~ NEW INLET PROTECTION - CU ~ ~ I I~~r ~ I r_ r ,~I \ 1 . , 1 ~ ~ , ~ ` ~ ~ ~ ~ ~ ~ NOTE.. ~ , : , ~ ~ ~ ' t i ~ J ~ IF ~ 'J~ J ~ ~l i r
. LVERT CONTROL POINT 1 - , O n. ~ ~ ~ 1~ ~ ~ , O , , 404 ~ I N N ~ , , ~ ; N ~ ~ , ~ ~ ~ ~ +00 cv NO LAND DISTURBI ' ~ N , , NG ACTIVITY ~ ; , 1 is~~~ ~ I 4 , ~J a .,I ~ ~ ~ ~ ~ ,
_ _ - / 1 . 1 i - - _ , ~ - _ _ ~ _ i . , , , ~ - - - ~ _ ~ ~ 1685 ~ , / _ i I ' I I~ + ~ / li ~ ~ ~ ~ , r ~ L {l r - t ~t ~ 4 ~ ~ ' ~ 9 ' ~ ~ ~ ~ - > r~---~, . SHALL OCCUR WITHIN 35 FROM t ~ ~ . ; . 1 1 ~ ~ ~ i i ~,r ~
- _ ~ ~ , , i - - ~ - - NEW DITCH RIP RAP '~,1~~; 1 ` ~ - 1 , I I ~ - 1695 ~ ~ ,,r. ~ TAXIWAY A S - THE NEAREST NATURAL DITCH XIWAY A STA. ,..2~9+78.80 1 ~ ~ ~ ~ ~ 1 ' x; r' / ~ ~ ~ ~ i
~ ' ~ ~.~iil1'- - /i.'- 11 li ~ , , - - - _ _ ~ ~ ~ - 1680 ~ I ~ ~ ~ ~ ¦ ¦ TEMP. SILT FENCE PROPOSED PAV EMENT CONSTRUCTION ~ r.. ~ - i , ' i ~ ~ 0 ~ i ~ . _ TAXIWAY A2' ~ ~ p vYETLA~S J { ~ ,,.i ~ ~ DITCH A TOP-OF-BANK. TYP. XIWAY A2 STA. , . ~ ) ,r.! 1 i ~ i; ~ ~ ~ ~ ~ ~ J O ~ ~ ~i ~
N . - - 1, , ~ 0 LAND - ' 1 DISTURBING ACTIVITY ~ i 6g5 ~ i ~ 1 i ~ J , / ~ - _ ~ ~ ~ 3~,i ; 403+00.00 0, I C i ~ ~ ~ ~
- ~ - , - LL OCCU - - - - . i SHA . ~ ~ J r ~IATi1NG ~ ~ J ~ ~ ~ ~ APRON - - - / ~ ~ i ~ ,~y~i ~ ~ r ~ ~ ~~r '1NERE 15~"~~-13~, i ~~;i E IST. Dl ~ _ . 4 - ~ ~ ~ .r ~ I ~ INV. - ~ ¦ r ' ~ ~ ~ ` I
R WITHIN 35 FROM _ ~ , „ice / ~ ` THE NEAREST NATURAL DITCH r ~ ~ J - i,, , ~ TCH ~ _ Ex1sr. 24 RCP I 16'95.0 1NV. = 1695.5 n ~ r I~ ~ ~ i ~
4 I ; . 6 SLOPE = 0.46 ~ , \ ~ _ ~ MATTING ~ ~ e , ~ a ~ i, e~ ~ , 6 - ~ E ~ , , ~ _ INV. 1696.0 s MArnNC ELEV. = 1694.43 ; ' 9 9 49 uo uD uD uD uD uD uD uD up uo ~ p. ~ ~ J r ~ ~ MATTING i y 1~ , . ~ ~ ~ , s,l~ ~
TOP-OF-BANK. TYP. ~ - , - 1/ . 1 ~ DITCH G ~ 168 , ~ _ ' _ . ~ I 1rXIST, HEADWALL , EX1ST. PIPE '~4 RCP ~ _ . 'i ~ , ~ ~ t74~ ~J p ..6' ~ ~ r~
W - - r ~ _ - _ ~ 1 - M 5 ~ D=1.36 - , I SLOPE = 0.46% ~ ~ _ ~ r , \ 98.0 --~6ss.o----- ~ N ~,~t 84s. D = .5 ~ .E .E ~ MATTING
~ y - , 1~j_ . _ ~ , - ~ _ - . w. I DITCH G ' ~ _ ~ - - - -EXIST. PIPE NEW DRAINA( EXIST, PIPE _ _ _ _ ~ ~ ~ EXIST. - „ , NEW DRAINAGE PIPE - - - - - _ _ _ ~ ~ . _ ; SLOPE = 0.29 ~ , 40 ~ - 3+00 ; , ~ , , , _ _ i _ _ _ _ _ _ ~ ~ 303+00.00 8." _ _ ANHOL ~ ",a J'~ SLOPE _ .4 ~ ~ ~ i 0 2 o I ~ `ice/` ~ ~ , o~ ~ DITCH H I
+ _ - ~ _ _ ~ _ - , ,g~.. / - y 685 ~ . ~~---t675~~,--- EXIST. CONTOUR ~ _ ~ ~ NEW UNDERD~~ - - - - ~ _ L NEW UNDERDRAIN % ~ _ - - - 195 - - - . - - ~ _ . _ - _ HI . SAW~'UT ~VEAT_ ~ ~ ` 1698.0 ~ ~ ~ , ~ ~ D=.6
- _ ~ - _ _ DITCH G ~ ~ ~ ~ 1675 FINISHED GRADE ~ - - - - - - - - - - x.36%-~ NEW UNDERDI _ DRAIN SLOPE : . - AL A ~ _ . ; N ~r, ~ . , SLOPE = 0.428 ~ ~ J i ~
~ ~ ~ ~r+ I , 1.--------------.:. - 4:1 . E XIS NOAH--MONUMENT X 1675.5 SPOT ELEVATION , CO NEW UNDERDI LA.T..,= 35' il' 46,19257" ~ TAXIWAY A ,b ~ _.r- . „ I ; TACK. UD D D UDf , ~ UD UD TYP. ~ t ~ ~ ~ DITCH H J ~ , ~ 9 J ~
' EX/Sr 36 CMP ~ r RP ~ . z INV. = 1672.41' . ' ~ r . i CH C 9o---r - - DIT ~ EXIST. AIRPORT ~ PROPERTY LINE NEW UNDERDRAIN CLEANOUT TAXIWAY A ( ) ~ INV. = 1 J 693.2 0 ~ - , ~
' .-.ter _ - _ .w ~ ~ ~ - - LONG _...83'..51'... 45.3012" ` S EXIST. PROPERTY - - LINE OTHER ( ) NEW UNDERDI UNDERDRAIN END TREATMENT rr -1~•-- - ~ INV. = 1693.7 r ' - J -
(TO BE REMOVED ~ - / . l ~ r ~ . _ , , _ , EXIST. EASEMENT 1~lEE1N ~ INV. - INV. _ ~ ' ~ , TAXIWAY A STA. 254+84.80 DITCH I 'r - ' o,:~' , , t~-7Q5 DITCH H
, ~ / O r - , 1 ~ " ~ . - _ °°°µa PROPOSED PROPERTY EASEMENT Q NEW MANHOLI ~ ~ ~ . _ _ . _ . ~ - - - PROPOSED PROPERTY LINE NEW MANHOLE -----=--P_--------------- MANHOLE h - ~ ` ~ 1693.0 1694.0 ~ ~ ~ TAXIWAY Al STA. 303+00.00 ~ ~ ~ P NEW 24 _ , a
1 - . . _ . ~ NEW STRUCTI . , ~ ~ _ - ~ ~ - ~ GRADING LIMITS NEW STRUCTURE NUM ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` _ - p ~ i f ~ h ~ ~ 1695 r.. IV C P ; cV 1 ~ 1 ) 1 6 •
, . . 1685 16e _ ~ ~ ~ ~ DISTURBED LIMITS EX1ST. ~ 1695 _ , NEW 24 RCP- f 2 ~ ~ . ' ~ _DITCH B ~
_ ~ , = - ~ - - . EXIST. RUNWA Y LIGHTS . ~ EXIST. RAILROAD ~ NEW DROP IN . ~ . ; ~ ~ I ~ ~ - - , _ _ - x - x - x - EXIST. FENCE NEW DROP INLET W/ INLET PROTECTION ~ ~ ~ - 16 CUL l/ER T 95 _ _ 24 t ~M~m ~ , RCP - ~f - 95 - B - - i - • • - - _ I ~ ~ 3 2+00 ~ ; ~ ~ ; , CULVERT 61 ~ k ~
~ , NG L ' ~ AIS XISTI ~ TO BE PROTECTED - _ - 1 ~ ~ N - ? EXIST. DRAINI - x !~h- x !r'f- x , ~ tH EXIST. FENCE TO BE REMOVED _ ~ ..w . w _ _ _ TO REMAIN EXIST, DRAINAGE INLET 0~ r , A _ _ _ _ _ . _ , _ _ _ DITCH C ~ +00 ~ G~~ :INSTALL 10" STEEL ~ ~ ~ ~ 0 138 LF OF 24" RCP ®.2076, CLASS IV ~
, , + \ ~ " ` EXIST. PAPI 2 U TS TYP TYP.) Ex~sr. c EXlSr RUNWAY LIGHTS j . ~ TO BE PROTECTED - ~ .DITCH....., , . Q - d' ~ - ~ EXIST. EDGE OF PAVEMENT . ~ ~ , m i . - ~ ' P ~ ' ~ 3 \ ~ I , ~ CASING PIPE FOR ~ ' ~ ~ MATTING ' I, ~ INV IN 1692.58 RW STA 150+2.4.10 OFF 206.00 LT i ~ ~ ~ ~ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT ~ ,J~ ~ ,
E EXISTING U NITS. TO , Tip., - - . " _ . ~ E DITCH ~ I ~ ~ - _ , ~ ` _ _ I NEW ROCK CF ' ^ NEW EDGE OF PAVEMENT ` } NEW ROCK CHECK DAM ~ 1i ~ ; FUTURE USE. CAP. o ~5 ~ , , ~ INV. _ o<~ ~ ~ , INCLUDING FLARED END SECTION ~ ~ k~ , ' ;
~ ~ , . , , % ry _ ; _ . _ _ . _ n. _ w.. _ w _ . _ BE PROTECTED I EXl~T DITCH ~ . EXIST.. RUNWA.Y". LlCHTS....~. . ...r ~ ~ ~ EXIST. TREES & V EGETATION ~ ~ Q ,I _ ~ 1~ ' , DEPTH OF COVER s ~ ~ 16.93.0 ~ ~ - s-9 t 1 . w ~ ~ 1j 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME ~0 ~ ~ ~ ' ~ ;
_ , \ Rs~ * . _ , , : n - - _ _ - - ~ r _ , & REMAIN) r: . . _ _ . . ~ ~ i ~ ~ GHT ~ ~ ~ EXIST, AIRFIELD LI B TEMPORARY ~ TEMPORARY SEDIMEN ~ i'„ ~ ` MATTING T TRAP ~ 4, t ~ . ~ _ ~ MATTING ~ 3 MINIMUM SLOPE = o.2sz ~ ~ ' ~ RW STA 148+86.27 OFF 206.00 LT i S 2 ~ ~ 'y
' . / - _ R9d _'ASA_ 2.55 - . _ - - G_. v _ . . _ _ TO BE PROTECTED - _ _ ~ ~ " ~ ~ ~ ~ - EXIST. AIRFIELD LIGHT REMOV ~ L ~ ~ ~ , ~ ~ 1 i , , k U , rv ~ j ~ ~ f ~ i r; < < ~ , a 16 ro~ ,I ~ t ~ , ~ .54 _ ~ ~ , ~ ;
\ ~ Q \ , _ w - . 1680------ Y..-------- - v _ _ x RSA . _ ~ w ~ ._u._., _ RSA• _ RSA.. _ _ _ . w. . _ : C. w M _ .,....,.,.......RSA. i~SR _ ~ . t--_., _ - _ . a I oLP EXIST. LIGHT POLE i ~ ~ ~ . ~ EXIST. POWER POLE { ' ~ , r~ , ` D = 2.75' D = 2.75' ~ ~ , r~ ` !'o. I I - ~ E ~ ~ ~ CULVERT C1 _ ,
' . ,w . _ . w.. ftSA ~6~ 16 5 - .w ~ - - _ - - 8 _ w - , , NEW INLET PF ~ ; , ~ ~ CONTROL POINT ~ ~ ,o SLOPE = 0.2~ , , NEW INLET PROTECTION -CULVERT ~ SLOPE = 0.2~ ~ ~ ~ - ~ ~ DITCH C ~ , , ~ ~ ' I I . ~ o' x ,,1,, . s 8 ~ 3T LF OF 24" RCP ®.20X, CLASS III ~ - ~ f
1 , ~ • ~ T,0 ; BF ~'ROTECTED , _ _ ~ - 1685 -~3A- - - RSA.. . _..~A. . _ _ . . _ w _ . _ v, _ ' , . ~ k _ RSA ~ ~ ~ _.v ~ ~ EXIST, CULVERT DIT H C I ' ~ I ~'I ~ I 'G ~ ~ I " ~ NEW DOUBLE. ~ ~ , ; h ~SAWCUT N AT ~`i 3 INV IN 1692.30 RW STA 148+86.27 OFF 206.00 LT ~ ' ~ ` ~ i ' y I INV OUT 1692.23 RW STA 148+60.24 OFF 180.00 LT ~ ~ ~ ~ I ~ ~ ~
y 1 & ~ ~ f~,~,ti_.. REMAIN 0 " .~SA . , . :RSA R5A _ R5A- . _ . P.:R ~ NEW DITCH ~ RIP w. _ ~ RAP R . RIP RAP ~ (TO REMAIN ~ ~ , , ~ , I. ~ ~ , INSTALL 1 ~ ~ - VERTICAL FAC 0 STEEL CASING PIPE ~ r ~ ~ \ I , E. ; , . ARCH CULVERTS r ~ kl 1 ~ ~ ; INCLUDING FLARED END SECTI r I
r f / i . $SA . . . . , RSA ~ _ . ,...RSA . ~ , , - _ _ _ _ 1 - - - - - - - - Rs~( ¦ ¦ TEMP. SILT FENCE I' PROPOSED PA M.. _ \ ~ ~ . _ . _ , EXIST !NIIERT PROPOSED PAVEMENT CONSTRUCTION - - 401 +00 , l xrsr r1vvERr - - ~ ~ ~ ~ ~ FOR FUTURE USE. CAP. DEPTH OF ~ % ~ - 301+00 ~ 6 D1P I ~ ~ ~ TACK. TYR.) ~ ~ . ~ J ~ ~ CULVERT Al
I _ , r ,gvx*.m a~w, .,.w+.,mn. Q ~ - . / , ~ ~ ~ RSA,.., . _ RSA - - - - - - - SA , _ _ „ ELEV. - 1 t RSA...,....... - , - - . .R _ ~ , -RSA RSA . _ _ R' k ELEV. = 1 ~ _ ,t s ~ ~ COVER = 3' MINIM ° ~ ~ - ! ; ~ ,',i ~ rv , 694.33 ~ i / J ~ i ~ ~ . ~ UM , , ` 64 LF OF 4" RCP ®.5 CLA . - ~ ; - -1 k, .
t ~ ,~y~. _ _ . 1.._.v 1 _ ~ : , p , 0 - ~ ~ a~ _ ~ , (TO BE ABAND 6 ~lP r , _ i a BE ABANDONED-RSA sA ~ ~ ~ RSA RSA ; , 4 2 76, SS IV INV IN 1694.76 RW STA 150+56.76 OFF 358,8 LT . , {i
~---F-- 1 ~ - _ _ - R~IVYtl 1 - _~___E RUNWpY 6-26 , _ 75 0 ~ ~ , _ - Oo- ~ _ _,~___~.--------v~._..- . _ lsll" . , + INV. = 1693.7 I = ~ NV. - 1694.0 ' INV OUT 1694.43 RW STA 150+12.92 OFF 312.9 LT fZ ~ ~ ~ ~ 0 ~ ~ _ S ~
- ~ 1r,~ i - 75 r _T_~ ~ 0 J- . _ _ - \ ' , INV. 1693:5 ~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME - ` " ^ - W... - , ~
_ r 4'061 N 74'06"1 , . _ . . E TRUE ;~A` - _ _ - _ - - ,M,.rv RUN - - ~6~ _ - 1~~. CO I i ~ p1 F r ~ ~i ~ - ~ UD WD UD UD RUNWAY 8 26 STA. 154+84.80 r _ _ _ _ _ ~ i 1 ~ `UD Uq UO UD ~ 169 .2 i r t ~ ~ ~ ` ~ 5 RW STA 150+12.92 OFF 312.9 LT " ~ ~ '1 Z10 ~ ~ TOP 1698.21 • .
~ , 1 . - I-- - _ _ _ WAY 8-26 _ - _ _ - _ x _ 7~ _ a ~ TAXIWAY Al STA. 300+00.00 I 6 u ~ z . .--169 „ ~ ~ ~ , a .lr, ~ J... , ~ ; k v
_ _ - - - - - - N74 Q6 i 9 E TRUE ~ ~ - - --I- - - - - _ , _ _ ~ , - , M1 re , , ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 ~ 6 RW STA 158+32.75 OFF 210.84 LT ' ` .
- _..V e. i fX1ST, RE/L / _ RUN WAY8-26 r , . , V ~ g91.2 .169 _ ~ ~ ~ ~ ~ S 8 ~-.,r 1 / ,-1697.6 9~ 1 1 _ - .v ~ ~ , INV 1700.16 4 ~
_ - , . _ . TO BE PROTECTED ' ~ _ . _ _ ~ _ RSA ~ , 75 a 1~a~ _ . --1--- - - ~ WAY 6 ; . ti , ~ . J " f ~ ~ 414.5 LF OF 47 X71 BITUMINOUS COATED L.S. ~ I ,
_ - _ R A Fan 1i9A _ & REMAIN) _ .RSA.... . . ~ ' ~ ~ ~ _ \ _ _ 75 N740619 E TRlJE - 400+ . , 8-2 ~ r-~ _ _~69a ~ ~M - ` 00.00 _ . - o - ~ , , . . _ ~ - , - ~ _ _ _ ~ ~ 300+00.00 - , , % ~ . - ' ~ PIPE ARCH CULVERT'S, TYPE A, .668" THICK ®1.48% - • - ~ = - .
R9A_.... . ~ _ m. . . - . _ . _ ~ ~ , . . , _ ~ 40619 E T ~ _ w: ~ INV IN 1700.16 RW STA 158+28.32 OFF 210,84 LT ~ - - - - - - . , .....i...,.. ~1 ' ,
RSA...,,. R . ` ' I ~ ~ \ , - ~,.wss~ ~ , ~ ~ INV OUT 1694.15 RW STA 15A+~a.?9 nFF ~rn nn RT
_ _ _ ~ O _ . . ~ . _ _ _ RSA - e, ~ r - v _ _ . ~ ~ ~ ~ ,ti. ~ ~ ~ _ i , ( _ _ _ i
O O O ~ . O , . t i ~ ~ ~ \ O O , O O _ _ _ O O . O O , _ _ R R _ _ M w . . „ RSA RSA . - - - RSA _ . --=1- ~ ~ ~ ~ ITS, ~ r I^-~ ,p ~ \ 1. ~ i ~ ~~>9i. 't i~.. "6 '.714. ~.u ~V - - " ~ . i. ~ ' C~~C . / ~ , ! ~ 414.5 LF OF 47"X71" BITUMINOUS COATED L.S. ~
? S ~ ? ~ O O;. O O O 16 ~ . O . _ _ _ M. µ - O _ _ O O . _ , ° 80 _ _ ~ l RSA RSA - _ _ RSA u~ . _ , RSA . p _ _ASA ~ .RSA _ _ _ _ ~ 16~ T _ _ , ..w . . ~ . . r i ~ ~ ~ ' . mod- UD UD UD UD _ ~ 1 ~ ~ - - i _ k, ~ PIPE ARCH CULVERTS, TYPE A, .668" THICK ®1.483 ' ~ _ , ~ w,,. _ I ` INV IN 1700.16 RW STA 158+36,21 OFF 210.84 LT ~
C1 p O ~ N M ? + ~ ~ 0~ O O O O ~ c0 o r. 1685 =====s---- , „4 O _ _ . _ RSA , . . _ _ ...RSA .l RSA- RSA . - - - 169 • p ~ ~ ~ ~ ~ ~ UD UD D UD ~D....-.yam..-~ Up~ UG ~-~-~=--~A - - . ~ O x may` r , „ , „ „ INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT , ~
O O O 0 00 ~ o ~ + + + ~ ° c M O . . O O O O O O _ O ~ BSA RSA RSA RsA , RSA RSA . RSA . RSA , INV. = 1693.0 . CO , -=-INV. = 1694.5 - ~ _ - . ~ i r ~ ~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
1680 ~ - -I- O O O, O O - O p . ~ O , _ . - g0 - ~ _ Q 0 0 ----0 ~ _ o 0 0 ~r ~ ~ NOTE~,~~NO LAND R • SSA RSA ' - RSA , INV. - 693.7 ~ _ , RSA - .g~ i 0 \I - = ` RSA RSA ~ ~ r ~ i ~ 0 1 , ~ _ i • " 9 RW STA 158+68.72 OFF 202.00 LT - • o, INV 1694.15 N , . . ^ ~ _ , ~ , , ~
- . ~ ~ + ~ N ~ N N M d. ~ -F + + + 0 6g0 0 _ sgl r - JO LAND - _ Exist ,RUNWAY STA. . , SAWCUT N , , ' - ~ t o lWAY STA. 149+78.80 , ~ . , . I~ ~ ' . ~ Ik '
~ ~ ~ ~ j ~ ~ r- ~ / ~ N N N o N tp ~ 68g / r- ~ ~ N _ N . ao _ ...DISTURBING A :V N N - ' " ~ ~ ~ (V ACTIVI HEADWALL • o,~ TY ~ _ XIWAY A2 S . ~ R NWA - + U Y 8 26 STA. 155 02. - - - 30 VERTICAL FACE. ~ ~ ~ / ~ t~ _ ~,IWAY A2 STA. 400+00.00 . , I i ~~p li i
, . RPZ . . ~ r ~ ~ ~ . _ _ . SHALL OCCUR WITHIN 35_...- . - - THIN ~ _ = _ _ _ - _ - - i / se !TACK, TYP ~ 0 END RUNWAY 8-2 EX S
~ n ~ ~ . . FR!OM.- THE N EAREST ; T _ - , _ _ : . - ~~Ck4~T BRANCH _ EMPORARY ~T~EAM - . _ . _ . - _ _ _ _ _ . . - _ _ _ O ~o O O -___O O ~ O ` ,O~kI ~ ~ C O ~ O O - C
s ~ArnNC ~ArnNC . ~ fwIATTING i `NATURAL DITCH f _ - - _ - _ _ ,.CROSSING - _ _ , _ . ~ , 695 - - - - IL DITCH _ - m_ - - _ _ _ _ - _ ~ . „ _ - ~ N 562312 02 . ~ _ - - _ _ r ~ / ~ J u ~ ~ 0
i , ~ ~ ~ ~ 690 TOP-OF-BANK. (TYP. \ ) _ J. .v . ~ _ _ _ _ _ . _ _ - . ) ~ r... . ~ . ~ - ~0 ~ / o E - 550392.61 . . / ' „ Q
qq~~ D=1.35' ` SLOPE = 0.45 r D = 1,35 - TYP. - - - _ 26 STA w. _ _ _ _ _ ~ 26 STA. 149+ _ ~ - ~~o _ _ _ 96.30 . f 3 ~ - , ~ 1 , ; l
SLOPE ~ 0.4bX . . , DITCH F ' SLOPE - 0.45 r D ` ~ ~ ITCH F _ , 2 UNWAY =t,~ BEGIN R ~ 6E , SON ~ - . NAY 26 EXTEN I ~ ~ ~ ~ - . 1 ~ ~ k- . I
. DITCH F _ ~ _ _ _ _ - ~6~ 0 ~ . 95 - _ \ 1 ~ ~ ~ ~ ~ ~ ~ -
_ _ ~ \ , 6 ~ . N 562173.49 - ~ i, r ,
.C - DITCH F - • - ~s ~ . , , ~ , E " _ , . , , - 49905,94 o Rp _ ~ - . 4 1 wy ~ i I ~ v 11 ~ ~ X ~
• _ - • DITCH F ~ ITCH F ; _ o w 9 El RPZ ' ; ~ ELEV. = 1696 ~ ~ ~ 1 1 ~ x
- - ¦ ¦ ¦ 1- ~0 1 <n _ ..,r ~ DITCH E ~ . 1 DITCH . E TCH E RPZ t-,' ~ ~ II ~ ~ x~ ~ ~ ~ ~ Nom'. ; r;~F~
_ - - - EXIST. PIPE ..~.~1~!¦.4~..RR~a~'~.~1.~..~.~.~4~. ~ NEW DRAINAGE PIPE ~ _ , Lll~4~.~111.lIIJR~ . ~ ~ ~ ~ ~ ~ - --------..F.. _ - DITCH F - f - - r - i r ~ t , DITCH E . ~ ~ ~ 1 1 V t y ;1 r \ 1 1 1 y j X v~;u~
-~t-----5 ~ ~ - t675~„ EXIST. CONTOUR _ uu . _ - _ . - NEW UNDERDRAIN RR R ` - r - - . - - - 9 R , _ ~ ~ ~ ~ • ~ x ~ 1 1 g PZ ~ . ~ r ~ 1 1 / : .~~w
- _ ~ ~"'~--1675"~- FINISHED GRADE . - Fh- , R 0.36--~ NEW UNDERDRAIN SLOPE " ~ ~ - _ r ..~.t_.~.._..~_~,_.._. _.~~~e~e~.e~.~..~.. r..;, - RPZ DITCH D ~ . F; FOR CLEARING & ' s
, - - - , , ; ~ _ , _ . x 1675.5 SPOT ELEVATION . w . RR i ~ CO , ~ as r~¦¦~¦¦ ¦ ~ O 0......... O , O O ~r..~.~.._.~.. r._..r...:.~~.. " , ' ~ DITCH D 1 1 - GRUBBIN x ~ • - - SEE - - - - G~ 1,~
. ~ I, ~ - EXIST. AIRPORT PROPERTY LINE Q NEW UNDERDRAIN CLEANOUT RR R - ~ , _ „ ~ - - r ~ , . r , ~ ~ o ~ ~ v ~ ~ , - . ~ ~ , O O ,,-p MATTING O c , , ~ , - ~ i' 1,1 - x F . - ' ~ • f
~ ~ ~ - - EXIST. PROPERTY LINE OTHERS . . RR R J _ W UNDERDRAIN END TREATMENT 1 w.... ` i ~o + + + i ~ M ~ v'N, (D ` r _ ~ ; , _ - , , - ,
RR ~ I ~ R ~ , , ~ EXIST. EASEMENT , , ---,~-M ERTY EASEMENT ~ PROPOSED PROP ~ , . RR I O ~ O p o°'' r~' + + ~ + O O O O O ~ ~ 1 ~ = 1.25 ~ ~ SLOPE = 0.75 ~ ' ~ ~ ~ ~ ; , ~ , - - , - _ . ~ , ` _ 1 k h ~ ~ ~
RR _ - I .k. ~ i ~ ~ L NE - - - PROPOSED PR NEW MANHOLE _ i RR ' ~6 , ~ , 1 P7 ~ t g0 ~ ~ + + + , ~ ~ O _ ~ ~ DITCH E ~ ' t i, , MArnNO ~,%'b ~ ~ . -
OPERTY RR R ~ ~ ~ ~ GRADING LIMIT ~ S ~ NEW STRUCTURE NUMBER ' ~ eo i RR ~ ~ , ` ~ r r r ~ ~ ~ r , ;-,r: r. ~ ~ ~ ~ I ' E X / a~ , , 1 . , j MATTING T i D = 1.5' r;'.;" 1 ~
RR R , ~ ~ ~ - DISTURBED LIMITS _ - RR 6~ S ~ ~ i i r.,.~ \ r~. ~ ~ ~ ~ ~ O O , 4 i O O O O O O - ~ , SLOPE = 0.453
RR ~ EXIST. RAILR IP ~ ~ ~ OAD - X - X - X - EXIST. FENCE IP ~ NEW DROP INLET W/ INLET PROTECTION ~ RR - ~ R~ - r ~ ~ r I \ ~ i ~ ~ r:~' + + O O O O O O O ~ O O O + ~ + + ~ O MATTING O O 10 O - ~ ~ ~ - p / l-~' DITCH D ~ 1 ,
~ - x ~/yr-- x ,y~r- x tt,' EXIST. FENCE TO ~ - q, .r EXIST, DRAINAGE INLET ' - ~ - _ _ ~ 'u.. ~ d. - ~ a0 01 ? + ~ ~ + + + 1 a0 O ~ i ~ N M ~ ; ; ~ ~ # + ? SLOPE = 0.453 I / ~ - , ~ ? - ,
~ BE REMOVED . - - - - - - - EXIST. , EDGE OF PAVEMENT J ~ v, . - ~ 100 ,k. 4 ~ ~ / \ _ / . M1... . \ ~ y' ~ ~ ~6 ~ ~ ~ ; ~ ~ . ~ ~ ti ~ D=1.25 ~ B r . . ~ t , SLOPE = OJ5~ ; O O ~ i ~ ~ D ITCH D x ~ = co co
~ r j GD-4 NEW EDGE OF PAVEMENT r NEW ROCK CHECK DAM ~ - 16.. _ . RR ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ . ~ I . = ~ , - ~ 1. .
° EXIST. TREES & VEGETATION i -2 GD- GD-1 - GD- ; , RRR , ~ , \ ~ Vi l / 0 ~ ~ , ~ DITCH E ~ , . t • ~ ~ ~ - 1
_ ~ EXIST. AIRFIELD LIGHT B . < - TEMPORARY SEDIMENT TRAP ~ GD-1 _ . ~ _ . . 2 GD- _ GD-1 RRR 1 - ~ ~ ~ . , t o ~ ' NEW 1745 - -1' / . - - . - , yy -
1~''1- ~ EXIST. AIRFIELD LIGHT REMOV AL \ _ _ RR ~ ~ r ~ ! " -195' ~ ~ , - - X ~ , .m ~
ALP EXIST. LIGHT PO LE ; ¢ EXIST. P OWER POLE k : ~ • m ~ ; RRR ` s . . GD 1 ~ t - 1 ~ , ' MITIGATION • - R ~ ~
CONTROL POINT ti NEW INLET PROTECTION -CULVERT - ~ , ~ ~ " ~ - NEW o INV. _ ~ ~ 1692.5 DITCH t , ~ , , ~ . , . - - . i ~ . _ \ • ,m
\ ` 50 . ~ 25 0 50 100 1 50 . ~ Q 25 0 50 RR ri ~ ~ r i f ~ - ~ MITIGATION r { D r , / - ~ ~ w , ~ _ . i ~ ; N - i r~ , y, .
~ ~ EW DITCH , RAP ~ _ 50 100 '150 ~ RR R - _ , DITCH a f ~ i - i I - i • ,E~ ~ . . ~
~ ¦ ¦ TEMP. SILT FENCE ~ 880 PROPOSED PAVEMENT CONSTRUCTION I ~ RR R RR R r r . _ ~ ~ i _ - • ~ x . _ ~ , . ~ .
GRAPHIC SCALE BAR R ~ ~ , _ GRAPHIC SCA - _ 0 50 100 15Q ~ r ~ ~ ; ~ r s';~r ~ , O . . > / • ~ ~ - - -
I R R ~ ~ - 100 ~ LE BAR ~ RR R i ~ 1~ ~ RRR 1685 - r r ~~i-~ , \ , !,r, I i , 0 ~ ~ ~ ~ , o~ . , t , ; • , ~ ~ I ~
_ _ _ , , w ' _ _ _ - R _ _ , _ - _ _ ~ ~ RR V ' i ~ i i i w ~ ~r ! ~ , ~ ~ - , _ - - - ~ ~ , ~ - ~ ~ -
` ~ 0 RR ' 0~ ~ _ ~ ' RR i ~ ~----R GRRPHIC SCALE BAR ` R , /~i . i ~ ~ ~ , t ~ ~ ~ I i it ~ *~f~~ ~
_ , ' R R _ _ a, _ _ . ~ ~ ~ - RRR ~ ~ ~ ~ ~ ~ ~ ~ ~ r • ~ i ~ i I ~ / , .
1 i RR _ , . - , RR ~ ';t ~ i~) ~ I ~ ~ '~S ~ - - _ _ - .r - _ -
~ ~ ~ RR _ ~ _ , RR _ "I i r ~ i ~ i , • - -
i ~ - ----t----- ~ ~ RR _ / _ w w__ RRR ~ r ,~P ~ ~ i i t0 \ „ .r w. ; , . ~ ~ ,~I~ ~ ~ ~ v' ~ .
~ ~ ` RR / -H-~ ~ ~v . 1 ~ ~ ~
~ RR / , _ _ . . _ E/1 fS l , ~ RRR \ . i - ~ u ~ ~ ' / X ~ -
R ~ RR9W~ RR ~ i i , i= , -...T- ~ 1 ~ . i ~ ~ ~ ~ - u~ X i - 2
i ~ ~ ~ L~ ' i i ,d GD .r~ - - _ • ' ~ ~ ~ kd~'ec ~ ,J'Ptip3&9Wp'~ph v - PWa"'A1''9PJ~AR.e1 4 ~ , GD-4 , ; , GD ~ - x
~ ~4j ~ rr.-w~ r .-.....i..rr~„- ~ ..w.~.« - _ ~ ~ RR 1;`~ - - - WOS ; ~ i , , _ x ,,I , ~ /
i i RRR ~ ~ . _ _ ~ - - • - , i , ~ i i, FENCE REMOVAL ; ~ ~ ~ ~ ~ t , _ , ~t , ~ r. - ~ i ~ ~ x . _ I~' ~ I'o -
ERR / I - ~ - . _ _ - - _ R _ ~ ~ v _ _ _ - _ ; ( NTINUES TO / , ~ ~ .r i ~ ~ ~ - x ~ ~i ~ I
~ RR R9NL_ / ~ ° ' / ° ° ' 7 ~ ,11 r ~ _ , " i ~ SKEET GL 1 - • x - ~ ~ ~ f• i / ~ ~ f . ~L,,~ Iii ~ ~ , , x , , I ; ~ ~ , 1 I f~, 1„ i
T ,L ~ ~ ~ A . ;'Ss I RR's - n _ - - - _ `1 _ I 1-~ RR`s ` ~ ~ ' RR ~ ' ~ ~ ~i ~ ~ ~ ~ 1 x r _ - ~ . ~ ~ ~ ~ 1 50 25 0 50 100 150 x F, -
I ~ i s , , 9 - ~ N x . , ~
1 ~ ~ ~ ~ ~ ~ ~ ~ _ ~t - - ~ , , J. ~ G _ _ ~ - ~ ~ / ~ ~ - ~ ~ i `l - _
, _ y ~ - . _ - , ' ~ " ~ S GRAPHIC SCALE BAR - ~ ~ ~ ~I ~ ; ; I ~ ~ ~ N '
~ I 'F• '~'I - P

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ANDf~WS-MURPHY AIRPORT
~
~.rt..~
ifl
° • ~ 1 ° ~ °
8 ~ oo°, a 4, 2 CI~iOKEE COUNTY, NC
Q o
° ° /
THE
FILTER FABRIC LPA
PLACE 1' MIN. LAYER OF CLASS B 12" NCDOT 5
No. 57 STONE (12") EROSION CONTROL NCDOT N0. 57 STONE OR STONE GROUP #57 WASHED STONE MIN. CLASS B RIP RAP
APPROVED EQUAL ON UPSTREAM AVIAT10N CONSULTANTS
FACE OF CHECK DAM 3 2'
o° ao° ° 1.5' WEIR CULVERT 8 0°Q °~o°o°° R THE LPA GROUP of North Carolina CULVERT CREST OF WEI ~ p 8 MAX ~A
5' ~ o~ o °~°o° ° ~ ° oo° Oo°~°q° ° 7031 Albert Pick Road, Suite 302 FLOW-~ o
o~ ®~o°° °p ° ° °ido~ ° ~ ° ° 0 °°('o QO° FLOW CLASS B oo°Q~ ° o S°o ° ° _ ~W o o Greensboro, North Carolina 27409 Q
°e °~o°~~pd ° RIP RAP ° 3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
F 0 0 00° - TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
~OW ° o ° 0 0000° 18" 24" AS DIRECTED ~ °oo 00°0 o e ° FILTER FABRIC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
~ ~ BY THE ENGINEER ° o oo/opo~o o° ° ° O IU o °°I ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
~ ~
~ ° Designer: Seal:
FILTER FABRIC ° DAM REQ D STORAGE CAPACITY(FT~ WEIR LENGTH (FT) RE4 D SURFACE AREA (SF)
CULVERT A 28,000 20 10,240 CARQ
6' Technician: ~ . 0~•••'ESSi• • ti'; •Q~~E OM,y ,9 ,
WEIR FLOW DCS ~ SEAL
Checked by. = 022998 =
MM J -
~ ° o° NOTES: •FNGINE~~• ~
Project Number: ~ P~'~`~ 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA. ME ,
„ „ RA362010 ~~''~unntt+``~~
L =THE DISTANCE SUCH THAT POINTS 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57
° A AND B ARE OF EQUAL ELEVATION o° 2 3. PLACE FILTER FABRIC BELOW RIP RAP. GENERAL NOTE:
A B 2 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
~ ~ - L - N,T,S. EC- EC-1 _ ALL EARTHWORK ASSOCIATED WITH THE
\n\ , 5. REMOVE SEDIMENT WHEN VOLUME IS ONE HALF OF REQUIRED STORAGE VOLUME
° 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
• ~ \ MEASURES SHALL BE CONSIDERED
INCIDENTAL TO THE D-753 PAY ITEMS.
4
;~,~d r ;~1.I~~b!'! N.T.S.
1
EC-1 ~OOl ~ I ~ ~OOl ~ I AON
N.T.S.
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS , , '~tu; ~;(mi1
SHOWN IN THE PLANS AND WHERE DIRECTED ..r ~l,u ~ ~~ImIiV~113M
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CLASS I
CHECK DAMS AT THE COMPLETION OF PROJECT RIP RAP WHEN DIRECTED TO DO SO BY THE ENGINEER. No, 57 STONE 5
MIN. 1.0'
~ Oo ~ 'o ~°°o°,p
. ~ ° d'^ 0 ° °poo°(~oo~ 8 MAX STORAGE ti• o ° ° ° 0 0 °
o ° 0°° 00p ° ° ° 3 7 00 0 p0o~o o° o o w~7~~~1°r°~ r an. ,~,nn1rl
o 0 o m~° °°oa°09~ 0°?0 ° 0 y~ 0 o a o9~ i0
Permanent Soil °0 0°°0 ° 4~ ~ ~ ~T~ . D° 0' OQV p Reinforcement Matting , ~ ~ 8' MAX NOV 14 X003
(PSRM) 12"
WATER f~tjAi.l~~! SECTiOP~
CROSS SECTION FILTER FABRIC . _
~
-
_"~''j ,
Instal evel and Flush DITCH OUTLET with Nat al Ground
WEIR LENGTH o Oo REVISIONS
0 00° o~° i 0 oQ° ooD0o0° ° o° o. Description Date By
° o° ° Q o0 °o to Pl~ 00® o°Oo° i0o a o ~ EMERGENCY U ° °~o°° 0 0° ° o oo o 00 EMERGENCY BY-PASS 1. SET POST AND EXCAVATE A 4"x4" TRENCH
Approximate Edge of ~ a ° ° Q° 8° o° 00°0 ° 00° Oo0°°° °o° 6" BELOW ~ V° o° o~ po°° o° ° 0 ° ° ~ °o °dpl~ -6" BELOW SETTLED TOP UPSLOPE ALONG THE LINE OF POST.
Connecting Ditch 8 MAX. ° o 0 0 0°°° ° m°0 , o Oo° , 0° 0 °d o 0 ° 0 0Qo o° ° fro 00° ° 0° ~ ° / OF DAM OF DAM
1.0 0 ° o° ° oo° ° ° 0 0 ° ~ o ° o° r o° ~ o®, ~ °o ~~o ° °o ° ° °~°o ° ~ o ° ° ,o°°~°o°° ~?o°o~ L1 ° o a

PREFORMED SCOUR NATURAL GROUND SAL GROUND
HOLE (PSH)
FILTER FABRIC {RIP RAP IN BASIN ~
NOT SHOWN FOR .~i- - /
CALRITY) STONE SECTION ~ - / ~ - ~ ~ /ice
L3 i
TRAP REQ'D STORAGE CAPACITY FT3 DEPTH FT WEIR LENGTH FT BASIN LENGTH FT BASIf FT BASIN WIDTH FT
Seed with native W A 4 700 1.75 7 47' 100' 2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
grasses at installation. 7 50' B 4,138 1.5 83' FENCE AND EXTEND IT INTO THE TRENCH,
C ~ 4,051 2.0 7 50' 81'
L2 441 7 50' Project Name:
D 3, 2.2 69'
FILL SLOPE ' E 3,964 2.2 7 50 79'
3 PSRM F 4,138 2.2 7 50' RUNWAY 26 83 POST
EXTENSION
G 4,574 2.0 7 55 DITCH OUTLET D(1 min) d 0 84 ~ Z FILTER FABRIC ~ ~
. ~ H 4, 444 2.0 7 55' 2~1 _2, NATURAL 81
- - - - - GROUND I 3,716 2,3 7 40' 93' Drawing Name:
J 6, 831 1.5 7 69 100'
0 ° E Liner: Class B Rip Rap B
o~ oN 18"-24" thick with Filter Fabric 1' tuck w NOTES: r
o~ ~ I N NTROL ER S 0 C
Q~ 3 N DETAILS
o ~i "N 1. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. ~ 57 4„
'0 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 „Z LEVEL SPREADER B D W d L1 L2 L3
3. PLACE FILTER FABRIC BELOW RIP RAP. w m DITCH D 5 1 4 .6 16 3 20 4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER.

o~ DITCH E 6' 1' 4' .6 16 3 20 ;t EXTENSION OF FABRIC AND WIRE INTO TRENCH ANDREWS-MURPHY
DITCH H 6' 1' 4' .6 16 3 20 ~o
o~ 3 Autocad Drawing Reference:
o M Path: J:AAndrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ file: AM10 Erosion Control Details 1-2 (11.04.03).dwg
N.T.S. EC-1 T 6 5 Saved: Nov 13, 2003 - 11:53am by JJohnson /Plotted: Nov 13, 2003 - 2:39pm
tU,+e• flrnwinn IJnmhar•
O
N.T.S. EC-1 N.T.S. EC-1 JULY 2003
~z Business Unit:
rv o i GREENSBORO
ao N

ANDREWS-MURPHY ARPOR'f
t
° o°° ~o ~1
\ 8 8 0° o 0 0° go d / / 2
o ~ ~ ° ~ ~C\~ CFB~OKEE COUNTY, NC
FILTER FABRIC THE
PLACE 1' MIN. LAYER OF CLASS B No. 57 STONE (12") EROSION CONTROL 5' LPA _ _ 12 NCDOT .
NCDOT N0. 57 STONE OR 57 WASHED STONE M GR P IN. ~V .
APPROVED EQUAL ON UPSTREAM STONE FACE OF CHECK DAM # CLASS B RIP RAP
° AVIATION CONSULTANTS 3 2'
0 0 00 opo° ° 1.5' WEIR CULVERT a °Qo~,~ o~°° CULVERT ~ CREST OF WEI R THE LPA R P f G 0 o N rth U o rolin Ca a , , 8 MAX , p a
5 ° ~ ° 0~ o°0°U°o°~° ti• ~ ° ~oo° o° 2• ° ~ o
CLAS o °,~Qo o a ° °q°Ro ~ 1 S B ~ °o° ~ °,Qo ° $°o ° FLOW FLOW--~ ° 7031 Albert Pick Road, Suite 302 .OW ° ° ° ° Greensboro North Carolina 27409
° °eQ °°OO dQ RIP RAP ° ooo°`~~ ~ ° ` Q '
° 3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
F o ~0 0° ° 0°°°0 0 ° o 18"-24" AS DIRECTED 3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
~ o° oo ~ o° \ I o~°o, o0 000 0 c ° BY THE E ° , oo°~o 00 ° NGINEER FILTER FABRIC TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
. ° ~ °Q°r0 ° ° ° 0 ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~ SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
°
FILTER FABRIC ° ° DAM REQ'D STORAGE CAPACITY FT WEIR LENGTH FT RE ' Designer: Seal: ( ~ ( ) Q D SURFACE AREA (SF)
CULVERT JJ A 28,000 20 10,240 CA
6 R4 Technician: t~ . ,
WEIR FLOW 0 aEESS/pN••.ti ; DCS ~ ~ ~ Q~ q~'•9 =
SEAL
Checked b . - Y - 022998
° ~ ° o° MJM NOTES.
' ~'•..F . NGINE~ 3 Project Number: , • ~
1. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. ~ ~ ~P,~~ MEN
L =THE DISTANCE SUCH THAT POINTS 2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 ~1j""""''~~ ~ ) #
A AND B ARE OF EQUAL ELEVATION o° 3. PLACE FILTER FABRIC BELOW RIP RAP. GEN
i A g 2 \ L _ 2 ERAL NOTE. 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
\ \ \ N.T.S. EC- EC-1
\ ~ ~ / / ° 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
° ° 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
° r ~ ~\r~ FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
\ . MEASURES SHALL BE CONSIDERED
INCIDENTAL TO THE D-753 PAY ITEMS.
~t~G~.l~~S,~ i'i 4 ~ .
•lb'M
1 OOOZ ~ N.T.S. EC-1 OOOZ ~ ~
N.T.S. EC-1 AON
~JF~d~~i (lD; NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS ~~F`id~~i (lDi ON~1~~~
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CLASS I CHECK DAMS AT THE COMPLETION OF PROJECT RIP RAP
WHEN DIRECTED TO DO SO BY THE ENGINEER. No. 57 STONE 5'
MIN. 1.0'
• ~ Q° ~°°Q oP° STORAGE ti• o° ooo~ oP 8' MAX ~ 0 0 0 Oo
0 0, Q°o" o o° o °~0° o 0 3.1 oo° 0 0°~ o°°oo
0 0 0 0~° ° oo °rQ °o o Permanent Soil °o o ~ 097 o~r0oq~j rQ 0 o~r0 ° ° ~
Reinforcement M \r~ 091 0 orp attmg ~ • l~ . ~ ~ 8' MAX
(PSRM) 12'>
CROSS SECTION FILTER FABRIC - _
~ i
Instal evel and Flush /i' i, i ~
DITCH OUTLET with Nat al Ground
WEIR LENGTH o Qo °
p 0 ° p 0 ° aQa / 0 ° Q°O° 0°OQOO °o ° 0° REVISIONS
0 Q® ° ~ e o o° °o ° ~rQ X10 Oo°Q°° ° o ~rO°° ° EMERGENCY Approximate Edge of ~r0°° 0° 0 8c, o° o °0 0° o Qo ° 00® „ o. Description Date By EMERGENCY BY-PASS 1. SET POST AND EXCAVATE A 4"x4" TRENCH
r ° ° ~Qp Q ~ 0° °0° 0 ° aQ® p 0 °0 0° ~ Connecting Ditch 8 MAX. Q® 0° Q °o ~ o° oo° o °,Qo° °o ®~°r0 6 BELOW . -6" BELOW SETTLED TOP UPSLOPE ALONG THE LINE OF POST.
0°° , D°°0° arQ° 0° ° Qo ° ° oQo ° ~ r ° 1.0 ° o~° ° oQ° o °~od°° o°Q°QoQ° ~°Q~ ° OF DAM OF DAM
o~ 0° 0° a° °rQ0° °00'rQ °o °°°o °o ° ° L1 o°o' 0 Oo o ° $o° ° o,r0o orQo ~rQo°Qo°
a \
PREFORMED SCOUR RAL GROUND _
HOLE (PSH) NATURAL GROUND
FILTER FABRIC (RIP RAP IN BASIN
NOT SHOWN FOR i - ~ i
CALRITY) STONE SECTION
L3 ~ . .i
TRAP REQ'D STORAGE CAPACITY FT3 DEPTH FT WEIR LENGTH FT BASIN N T
LE G H FT BASII Seed with native W FT A I i B S N WIDTH FT
A 4, 700 1.75 7 47 grasses at installation. 100' 3. BACKFILL AND COMP 2. ATTACH THE FILTER FABRIC TO THE WIRE ACT THE EXCAVATED SOIL.
B 4,138 1.5 7 50' 83' FENCE AND EXTEND IT INTO THE TRENCH.
C 4,051 2.0 7 50'
L2 , 81' Project Name;
- D 3, 441 2.2 7 50 FILL SLOPE 69
E 3, 964 2.2 7 50' 79'
a PSRM F 4,138 7 ' 2.2 50 83' Posr RUNWAY 26
° DITCH OUTLET D(1'min) d G 4,574 2.0 7 55' 0
84' = Z EXTENSION , FILTER FABRIC 00 ~ W~TLANGS?4U1 GRQUP
N 2• . ~ H , • r 2• _ NATURAL 4,444 2.0 7 55 81
" GROUND I 3 71 ' ~ 6 2.3 7 40 93'
0 J 6 831 ' 1.5 7 69 NOV 14 2003 Drawing Name:
0 100' e
° o Liner: Class B Rip Rap B oa WATER OUAi.IT~ S~CTIO~
18"-24" thick with Filter Fabric 1' tuck Wr
NOTES: <o ,o EROSI N 0 NTR 0 L 0
a~ 1. STORAGE CAPACITY SHALL BE 1800 FT3 ACRE
OF DISTURBED AREA. N= LEVEL SPREADER B D W d L1 L2 L3 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 ' DETAILS
( ) # ~ 57 „ 4
w ~ ~ ~ ~ 3. PLACE FILTER FABRIC BELOW RIP RAP. DITCH D 5 1 4 .6 16 3 20 Na 4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER.
T~ DITCH E 6' 1' 4' .6 16 3 20
DITCH H ' 0 6 1 4 .6 16 3 20
o~ o~ EXTENSION OF FABRIC AND WIRE INTO TRENCH AND - REWS MURPHY
3 oa
~m T Autocad Drawing Reference: Poth: J: AAndrews-Murphy\Ra362010 -Runway 26 Extension\Plans~
N.T.S. EC-1 6 file: AM70 Erasion Control details 1-2 (11.04.03).dwg S°ved: Nov 12, 2003 - 6:09pm by JJohnsan ~ Plotted: Nov 13, 2003 - 11:34am ,
~o
v" EC-1 Date: Drawing Number:
N.T.S. Q; ~o N.T.S. EC-1
~Z ro JULY 2003
o> ao Business Unit:
GREENSBORO

ANDREWS-MURPHY AIRPORT
CD~Y,
THE
LPA
GROUP
AVIATION CONSULTANTS
THE LPA GROUP of North Carolina .a. ~P
7031 Albert Pick Road, Suite 302
Greensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
JSJ ``,,~tt l l l l y,,,,,,
~ CARP ~ •
Technician: • • SSl• • ti ••~pFE O,y' ;
DCS ~ ~ ~ Q q~ •.9
SEAL Checked by. = 022998 _
• _ . . . i ~ _ ~ • MJM
_ _ _ ~ . _ _ - - _ , . _ , r, . . , - , . £ * . N61NE~.• . z.,,,,, - h~, _ Project Number: •
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_ _ . ~ ' _167 5' ®1.5% (TYP) _ I
--P,SR, ~ RSA , RSA mRS -i,RSA.__v `RSA ~ - Rsn - Rsa 1 I
_ n x- ; ,
- - - - ~riaa emu- - try"„ ~ - s.~ s; N _ . r_ RSA - _ _ - RCA ~ RSA RS RSA ,_T --:RSA _ RSA ti.. r r ,:.~:..-vim I ,
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_ -:~.y ~r o. Descri tion Date 6 - P ---•--v -
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- EXIST. PAVEMENT
PROJECT LIMITS
- - - AIRPORT PROPERTY LINE
- - -OTHERS PROPERTY LINE
Project Name: - - EXIST. EASEMENT
, _ EXIST. FENCE
3 RUNWAY 26 - EXIST. RAILROAD
EXTENSION
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O T Nd Autocad Drawing Reference:
M E K a /O T Path: J: \Andrews-Murphy\Ra362010 -Runway 26 Extension\Sketches\
tN G File: AM10 Best Management Practices Leyout.dwg 300 150 0 300 s00 900 Saved: Jul 21, 2003 - 12:01pm 6y JJohnson /Plotted: Jul 30, 2003 - 4 29pm
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NN U Q N JULY 2003
GRAPHIC-SCALE-BAR Business Unit: BMP-i 1
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