20080737 All Versions_Maps_20080425 (2)

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NORTH CAROUNA

\ EA0 STATE PROJECT Fort
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U-2519CB ~a Military
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DIVISION OF HIGHWAYS
VICINITY CUMBERLAND COUN'T'Y
~l WSB:34817.1.2 (U-2519CB)
~V ~l FAYFTEVILLIE OUTER ]LOOP
FROM SOUTH OF Slit 1400
(CLIFFDALE ROAD) TO EAST OF
Permit Drawing SR 1415 (YADKIN ROAD)
Sheet I of oZlo_
SHEET OF 08/16/07

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DIVISION OF HIGHWAYS
SITE MAP CUMBERLAND COUNTY
~1 WBS.34817.1.2 (U-2519CB)
FAYETTEVILLE OUTER LOOP

polat ~rawin~ FROM SOUTH OF SR 1400
(CLIFfDALE ROAD) TO EAST OF
~t SR 1415 (YADKIN ROAD)

IMPACTS
ACT S%j AM RSURFACE WATER Existing Natural
wETLANp p~RM~T IMP Existing Channel
Channel acts stream
emP• Imp esign
Temp
TIANG IMPACTS Hand permanent T SW Imp ermanent ft
\N C1ear'tn9 SW Impacts p ft
Mechanized in impacts ft
Excavation Clearing SO
Temp. etlands Wetlands ac
anent in ac
perm Fill In Wetlands in W ac
Fill In Wetlands ac o 4O
Structure Wetlands ac
Station size !Type ac
site tFromRo) 305
No. 2 BRIDGES
821+50 to 902+00 PST 10 1p0' * Q Q3 1391.00
SITE 1 8 106
<0 01 0,06
EMBANKMENT 0 Q9
903+50 to 910+00
SITE 2 t_T ~ RT 1.03
Embankment 'p.01
Y140+00 Culvert
SITE 3 Y4 54+00 to 57+50
960+00 RT
SITE 4
1391.00
06 I1~IN AR
0.52
pgEL
ON
RTpTI
4.98 ENT OF TRANSPO
tic DFPARTM OF 1IIG1W 'Is
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TER LOOP
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,NBS _34817.1.2 (U
g 23 2007
161 ENTS sxEET
* 1 N WET~NpS
13 BENTS G~ '
stoat
. piN Revised 3(d~ro5 .

Ses- stne I For vent n S STATE OF NORTH ICAJ~®LINA Permit Drawing
c, U-2519CB 1 1 92
See Sheer r-B For CoerventionolSymbols Sheet .0
END STATE PRO CT ,~0e m DIVISION OF 34817,1.1 HF-0PR-0100001
1 + U-1S19C8 ~I 34817.2.8 R /W / UI1L
3 CLIMBPER"EAND COUNTY

zi LOCATION: FAYETTEVILLE OUTER LOOP R W PLANS
r yY 1 FROM SOUTH OF SR 1400 (CLIFFDALE ROAD)
BEM STATE PRO C
iJ,zslgcs TO EAST OF SR 1415 (YADKiN ROAD) v
!y~ i TYPE OF WORK GRADING, DRAINAGE, PAVING, STRUCTURES,
CULVERTS, TRAFFIC SIGNALS, & SIGNING a3
N
BEGIN CONSTRUCTION END CONSTRUCTION , Z BE IN CONSTRUCTION
I c° -PRI- POC Sta. r0+C0A0 -PRI- POC Sto. 37+23.8-Y - POT Ste. 17+DODO
END CONSTRUCTION END 0 4 RUCTION a U 01
w -772- POT .13 pRl- I BEGIN CONSTRUCTION
Sto. 20+03T7 !4 +00,00 -EYl- GI POT ST 2l+30,00
SKETCH MAP SHOWING THE VICINITY OF BEGIN CONSTRUCTION 12 Sto. 62+94JO
-TT2- POT SIG. 10+00.00 ~ ~E17EVILLE EA -YI- POT 5ta.19+001X1=
16 24 -TT4- POT Sta. 63+3995
STATE PROJECT U 25190E ti
4_ 23
END CONSTRUCTION I! I IN BRIDGE 61~~t° N B -T( - I 1 1 TO
-L- POC Sta. 765+2695= -TTI- POT Sta. 64+97.4 I I -L POC Sta. 894+00+/- AP2q 18 . CANOPY FED BRAG
BEG! - POC Sto. CONSTRUCTION 10+00,00 N 30 ` , L4ME END CONSTRUCTION
d -YS-POT Sra. 250+0954 -PR
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END lDGE BEGIN CONSTRUCTION
w ON -L- Sto. 902+40+/-
BEGIN CONSTRUCTION 4 BEGIN CONSTRUCTION BEGIN C STRUCTION -TT5- POT Sto.10+OO.CO
-Y5- POT Sto. 238+90,00 i TTI- POT Sta.1D+00JX1 $ 9 -PR2B- sta. l0 +OOJ1<J `j~ sq\ 9 BEGIN BRIDGE
-YI- POT Sta. 48+32+/-
END CONST CTION
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END BRIDGE
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BEGIN BEGIN BRIDGE
4 R BEGIN CONSTRUCTION i 1 -L- POT Sto. 967+84+/-
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TO END BRIDGE END BRIDGE oa , - NARO~ END CONSTRUCTION -L- POT Sta. 971+10+/_
US 401129 0 -L- POC Sta. 766+16+1- -L- POC 510.831 15+/- NY RD- G BEGIN -YI- POC Sta. 73+00.00 2
RE R 1403 CONSTR CTION
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-Y5- PO Sta. 261+30.00 tI s BYEGIN CONSTRUCTION
- - POC Sto. 40+00 BEG1N CONSTRUCTION
-L- POT Sta. 743+0378 -L- POT Sta. 969+5r = -Y3- POT Sta. 17+50.00
m
BEGIN STATE PROJECT U-2519CB \I -4 END BRIDGE -Y2- PoC Sto. 25+98 4 BEGIN BRIDGE
. 743+03 88 BEGIN POT Sta. 18+45+/-
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.LAPROJECTSfa
END CONSTRUCTION -L- POC Sta. 991+28J3=
-SR- POc S1a.b3+37B8 RT) BEGIN CONSTRUCTION Q ° -Y3- POT Sta. 23+75.00 Y3- POT Sto. 19+8951
-L- POC Sto.718+6099 (RT) 11 d• END CONSTRUCTION
BEGIN STATE PROJECT U-251 B -L- POT Sta. 996+8694
FAPROJECT NHF DPR 0!00!001) END STATE PROJECT U-2519CB LB Sl \ a ~rnvso-775- POT Sta. 67+81,00
FA PROJECT NHF-DPR OIGOOO!) _
* BEGIN R/W THIS 1S A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES
pRBLIDST PLANS CLEARING ON THIS PROJECT SHAH BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD NI -L- POT Sta. 9+80.000 (METRIC)
Q CONSTRUCTION U-251908
t ~ ~ ,,m u. M wR , oC110K EXCEPT IN -TT- & -PR- LINE AREAS WHERE METHOD 1115 TO BE USED BEGIN STATE PROJECT U-25190A LA
9 M
LUCS ENGAEER D7YISION OF HIGHWAYS
Pielnree for xCOOf In nn Office Orr HYDRA
U PRO CT LENGTH TRANSITE CONSULTING STATE OF NORTH CAROLINA
a GRAPHIC SCALES DESIGN DATA ENGINEERS, INCORIORATED
u 1500 Poddeck Drh4 SuNG-10
50 5 5o 1 0 ADT 2007 - 42,750 ReldPh, N C. E7d0P
ADT 2030 - - 66,200 LENGTH ROADWAY TIP PROJECT U-2519CR = 4.370 MILES AD sMOmeraA,
LENGTH STRUCTURES TIP PROJECT U-2519CB = 0.437 MILES JUGHT OF BWAY DATE., P~ PA
$ O PLANS DHV - 8 % TOTAL LENGTH OF TIP PROJECT U-2519CB = 4.807 MILES JULY 31, 2006 RICHARD L. BOLLINGER, P.E. a~NC+t+nw Pa
50 25 50 120 D = 55 % PdO''°'® A °Q ROADWAY DESIGX suss'
LETTING DATE( ENGnVM DEPARTMENT OF TRANSPORTAITON
T = 12 % ' CATHY S. HOUSER1 P.E. FEDERAL HIGHWAY ADMn9STRATm
a PROFILE (HORIZONTAL) JULY 19.2011 QXD M °8S PX AN°A'M`a
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REVISIONS TL NSrtE CONSULTING PROJECT IIE3`lRENCI NO. SHEET NO. TnOU!m, HCOMIATID
10 •.u«. Oman. o-'o U_0519CB
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PIS Sto 26+8290 PI St0 24+9498 Pl Sto 36+2683 PI Sto 39+53.40 PI Sta 40+86J2 ENGINEER ENGINEER
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O 4923' I65' (LT) P9fi1'1k d winQ
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( ) ITARY 2
LQ RESERVATION C
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E Li ` SEE SHEET 55 FOR -Y7- PROFILE
o Toe ion SEE SHEET 70 FOR-TTS- PROFILE

REVISIONS TRINSIIE CDNSYETING PROJECT REFERENCE NO. SLEET NO.
NieeNiii.S oiu~iea uR+oN U-2519CB 24
4 •yu N.G 11111 ROADWAY DESIGN HYDRAULICS
-TT4- PENMEM ermit D awinENGINEER
Pl Sto 39+6630 P! Sto 42+8594 PI Sto 45+1635 LINE $T
I
A. (D
D 6434 301 (RT) - 0 1433'193 (RT s, 3 Of
) 0 - 38'I7'o5.9' (LT) n 2 3
D = 12'43'56e D = 1243'56e D = Ir27'33.0 ~5~ SEE sheet - 475.23'
L E
L - 11432' L 33414 ASx ~ ~ T ~ ET Pp~T,NT3tiIt~~?t~ I;.E?T,AN ;
I.
T = 262.48 T =57.41 T =17356' ~sd , I 1 ?3 :Aa!;ima......
R = 450.C0' R = 450.00' R = 500.00 C
-Y4- i/ r I ~lll f
PIS Sto 52+5254 P!5 Sto 54+92.7 PI Sto 59+5430 '
BS = If 01'06.y BS _ IrOr 053' p = 8f 19'05.9- (RT) / I II I'I ( m
Ls = 180.00' Ls = 180.00' D = 12'14 337' SITE 3
LT - 12023' LT - 12023' L = 66422' ,
ST = 602r ST = 602r T = 4or96 Il ~r rp I
F = II Q f
ADT in,uanaa -YE R 468.00 F PRELIMINARY
psr\~ F ; / ~ ~ ~ I I ~ ~ ~ I
D / I I I I I I W
1
/ ' , t l I -YI-
-Y4- P to. 6VJ6 PlSto 34+2294
PAVEMENT REMOVAL FI I I ) I 0- 6822'18.4'(LT)
k h' I I I W L= 17092'
F I I I 35 (-YI T= 97294'
m / - I I I ! R = 1,43239
(-YDET e = OA4O
P\ B I I RO = 300.00'
T~ g° I I I I I DS = 50 MPH
O F W
I
N 70'19'44-q
gP
FT, F{RRCG MLITIRT Y ~ I
RESERVATION I
x ~
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s
\ \ / END EX I I I I
GUTTER -YI- POC StD.35+70.00=
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GUTTE
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PROP. 5"MONOLITHC
CONC. ISLAND
F
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F DENOTES FILL IN FT, EIRRGG EQITtRY RESERYATIDN
F I I~~ ~I
WETLAND
IE SFCU FENCE
PCP
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" CLEARING / />v I I
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I I TIE SECURITY ,
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DENOTES IMPACTS IN £~iC/t FENCE r.
SURFACE WATER TIE SECURITY FENCE
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TIE SECUR I ` I I * Y~ ~/i
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* FT,IBRtGG IgITART RESERVATION 'FENCE TO AU
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-TT4- PRCStD.37+03.62 1k
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7 I
o P I W 1 1``~ SEE SHEETS 2-L t 2-M FOR _YI DET-
! F F
o
R SEE SHEET SS FOR YI- PROFILE
SEE SHEET 57 FOR -Y4
MATCH LINE STA. 53+43 SEE SHEET 18 PROFILE
SEE SHEET 68 FOR -Ti4 PROFILE
I

REVISIONS Tmm irTE CONSULTING PROJECT RE4RaKE N0. SHEET No.
°30 ....a o ° 0 H,1 U-2519CB 24
vrn, °.c n1O ROADWAY DESIGN HYDRAULICS
-TT4- 1 Md ENGINEER ENGINEER
PI St0 39+6630 PI Sto 42+8594 P1 St0 45+1635 yl1 y L/NE Permit
~ = 60 30 30T fRT1 A= 14' 33' 193' (RT) A= 38'17' 055 (LT) `~9 p z • • ~ ~ $T~ 3.2 50 Sheet a of
D = 12' 43'56.6 D = 12' 43' 566' D = Ir27' 33.0Sr
L = 47523' L = 11432 1 = 334JO T 96x / $EE $yEET 23t
T = 262.48' T = 57.47' T = 0356' d W/ / ao;~xr::asz::::coianaacnoK;;?,>.;
R = 450D' R = 450DO' R = 500.00' I
-Y4- r
Pls Stu 52+5254 PIS Slo 54+9257 P1 Sto 59+5430 J'
es = Iror 063' 9s = If Or 063' p = 81* 15 05,9' (RT) =
Ls = I80DO' Ls = 180.00' D = 12'14'33.7'
N ~ q° b 2 s
LT = 12023' LT = 12023' L = 66422 I 1TE
ST = 602r ST =6.021' T = 40196' R E L I M I NARY
R =468.00'
ADT lA I°/p/SU -17 F F ~e f
290
m M1
'PD
/ m
II
rya'` I W zs>~
1
285
-Y/-
-4-
PI 0 a PI Sto 34+22.94
/ I = 68'22'.0'(LTl
PAVEMENT REMOVAL D 4'00'O0JI
D = '
L = 19M94'
ry~h aP F I r35 T = 97294'
R = 1,4323'
s=s 2 a c 2so (-YI DET-) e= OD40
OS = = DV
50
p MPH
/ .o ~ ~ m 7 I W ti0
F
I y ION
ix 260 Q' a a-10 ro
.fly a, I
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m - POC Sto.35+70.00=
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ti6 F I n T Sto.63+38JO
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ti e 2T0 i I m COAL. ISIAN
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9' =s
270 F
F F D F Zq5 1 I I I m I TARY RE:SERVATKM
SL
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250 tE ENCE ` FI _ / t
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o P y ry 'di SEE SHEETS 2-L
F 1 S II-M FOR -n DET-
F I nti
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SEE SHEET 67 FOR -Y4 PROFRE
MATCH LINE STA. 53 +43 SEE SHEET 18 SEE SHEET 65 FOR TT4 PRCFRF
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F P(Sto 21+0655 - (RT) ` 2 g 36F 524
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PI Sta 1885, 41 P (LT) p 45" 25 3 L ` 40.43,
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832'575 L 110 $ R ° 60-W
23757' R° 400
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