20080737 All Versions_Maps_20080425 (10)

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40 \k Fayetteville

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
PROJECT. 35196.13 (X-0002B)
FAYETTEVILLE OUTER LOOP
FROM EAST OF NC 24 (BRAGG BLVD.)
1000 0 2000 TO L74 k. EAST OF
NC87/NC 210 (MURCHINSON RD.)
METERS
SHEET - OF - 041111 07
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
PROJECT: 35196.L3 (X-0002B)
1000 0 2000 FAYETTEVILLE OUTER LOOP
FROM EAST OF NC 24 (BRAGG BLVD.)
TO L74 k. EAST OF
FEET NC871NC 210 (MURCHINSON RD.)
SHEET_ OF_ 04111107
Permit Drawing
Sheet o2 of o2 q

y y

LEGEND

---WLB--- WETLAND BOUNDARY PROPOSED BRIDGE

WLB'- PROPOSED BOX CULVERT
WETLAND
WLB'
DENOTES FILL IN PROPOSED PIPE CULVERT
WETLAND (DASHED LINES DENOTE
®
EXISTNG STRUCTURES)
DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN SINGLE TREE
SURFACE WATER
(POND) 1~i~!ti1_r!?ti_ r!1rnL WOODS LINE
T T DENOTES TEMPORARY
FILL IN WETLAND ¦ DRAINAGE INLET
DENOTES EXCAVATION
IN WETLAND ROOTWAD
DENOTES TEMPORARY
FILL IN SURFACE WATER
C DENOTES HAND RIP RAP
® CLEARING
ADJACENT PROPERTY OWNER
• • • DENOTES MECHANIZED 5 OR PARCEL NUMBER
CLEARING IF AVAILABLE
- BZ - RIPARIAN BUFFER ZONE
F- FLOW DIRECTION RIP RAP ENERGY
TOP OF BANK DISSIPATOR BASIN
- - WE - - EDGE OF WATER
- - C - - PROP.LIMIT OF CUT
- - F - - PROP. LIMIT OF FILL ,
PROP. RIGHT OF WAY
NG NATURAL GROUND
- -PL - - PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
--EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB-- EXIST. ENDANGERED
PLANT BOUNDARY
WATER SURFACE N.C.DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
X X X LIVE STAKES CUMBERLAND COUNTY
X X PROJECT. 351%.1.3 (X-0002B)
BOULDER FAYETTEVILLE OUTER LOOP
FROM EAST OF NC 24 (BRAGG BLVD.
COIR FIBER ROLLS TO L74 k. EAST OF
NC87/ NC 210 (MURCHINSON RD.
SHEET - OF _ 04/11/071
Permk Drawing
Sheet of -2q

Project No. 35196.1.3 (X-00026)

Property Owner List

Parcel Number Name 'Address

1 United States of America
Fort Bragg Military Reservation Fort Bragg, Fayetteville

2 City of Fayetteville 433 Hay St.
Fayetteville, NC 28301

31 Crowell Constructors, Inc. 6050 Murchison Rd.
Fayetteville, NC 28311

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
PROJECT. 351%.L3 (X-0002B)
FAYETTEVILLE OUTER LOOP
FROM EAST OF NC 24 (BRAGG BLVD.)
TO 1.74 k. EAST OF
NC97 / NC 210 (MURCHINSON RD.)
SHEET _ OF _ 04 / 11 / 07
permit Drawirvi
4 of

r

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill in in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
la -TT7- 21+44 / 22+24 - - - - - 0.22 - - - - -
1 b -L- 57+45 / 58+84 Work Bridge - - - 1.42
I
1c -FLYOVER- 16+28 / 17+04 Work Bridge - - - - 0.59 - - - - -
2 -L- 71+53 / 73+84 Roadway Fill - - - - - 0.11 - - 213.3 -
3 -L- 76+32 / 78+57 Work Bridge - - - - 1.59 - - - - -

TOTALS: 0.00 0.00 0.00 0.00 3.82 0.11 0.00 0 213 0
The work bridge from Site 1 a was removed. The proposed bridge will be built using top down construction.

A Total Impact of 0.01 acres is anticipated due to bridge peir construction. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
The permanent surface water impact due to the pond at Site 2 is 2.58 Acres. CUMBERLAND COUNTY
PROJECT 35196.1.3 (X-0002B)
ATN Revised 3131105 SHEET OF 4/10/2008

Psrmk DMWklp
Sliest Sa;_ of.,„

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ha) (ha) (ha) (ha) (ha) (ha) (ha) (m) (m) (m)
la -TT7- 21+44 / 22+24 - - - - - 0.09 - - - - -
1 b -L- 57+45 / 58+84 Work Bridge - - - - 0.57 - - - -
1 c -FLYOVER- 16+28 / 17+04 Work Bridge - - - - 0.24 - - - - -
2 -L- 71+53 / 73+84 Roadway Fill - - - - - 0.04 - - 65.0 -
3 -L- 76+32 / 78+57 Work Bridge - - - - 0.64 - - - -

TOTALS: 0.00 0.00 0.00 0.00 1.54 0.04 0.00 0 65 0
The work bridge from Site 1a was removed. The proposed bridge will be built using top down construction.

A Total Impact of < 0.01 ha is anticipated due to bridge peer construction. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
The permanent surface water impact due to the pond at Site 2 is 1.04 ha. CUMBERLAND COUNTY
PROJECT 35196.1.3 (X-0002B)
ATN Re-d 3/31/05 SHEET OF 4/10/2008
Po+mk DraWkV
ghost 5b of ~

cr see Sheet I-A For Index of Sheets

m See Sheet I-B For Conventional SymWs
~ SP NG
t i r B STATE OF NORTH CAROLINA tiTZ ~ e~ eeeee.I I
Q DIVISION OF HIGHWAYS ~a RI .c~ X-00028 1
P.~elOlq eee
l .
O ,_JT F• 16n a OF 9 ' 35196~.1.3 NHF-0PR-0100002 PE
35196.2.3
r ROW; Ulil
I PLAN AND PROFILE OF PROPOSED E ` IN MEr M
t C7 TJfyQ(/ AND/01 MILLIMETERS
ao STATE HIGHWAY UNLESS OTHEMISE SHOWN
Z4
615
100
1 Pe=k Drawing
NNI sreet OfCUMBERLAND
.
ONE COUNTY
V U IN
Bonr" \ LOCATION: FAYETTEVILLE OUTER LOOP FROM EAST W 1 1 OF NC 24 (BRAGG BLVD.) TO L74 km EAST 080737
G/N ECT OF NC 87INC 210 (MURCHISON RD.)
TYPE OF WORK.- GRADING STRUCTURES PAVING
CURB 219B GUTTER JVMUNAGFy GUARDRAIL,
~y -FW aRAX &VNDAW SIGNALS, AND SIGMMG
VICINITY MAP 19
eaAn cDeanurnoN
14 , eFMw co
+
p 20
x-0002B: WETLAND SITE MAP
POT STA 49+88J?DD -I- SITE 1 +
BEGAV UP PROJECT X-0002B 8 ~ 22
-
E11ID TIP PROJECT U-25I9J7A
SITE 2 SITE 3
Nc b ~ 24 23
RRAGG JMM
13 -L- FAYOIMU .
9 WB L001
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N •
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a CTF.IRA'G ON 1HL4 PROJECT :
STfAfL RS o
r~DRA¢n ro r~ rears EtiT®r~n ~ POT STA 83+40.000 -L-
RY Aas7HOD ra F1CSPl ON BrONG S~
END TIP PROJECT X
N -d001B
° u~'~ a>a~ asFn b BEGIN TIP PROJECT X-0002C
em cot4m m b,
rn NOTE THIS IS A CONTROLLED ACCESS P~ECT WITH ACCESS LAUTFD TO INTERCHANGES
/ N PRELIMIldARY PLAN
= eo nror as Pmt oaaFavcnw
a
v GRAPHIC SCALE THIS PRLUECT IS WITHIN THE MUNICIPAL BOUNDARIES of THE CPY OF FAD'ErTEVILLE
E DESIGN DATA PROJECT LENGTH In ~"`e M. MVGMEER
DIVISION OF EIGBWAYS
5 0 10 , 2008 = 57,500 Ralph Whitehead Associates, Inc, STATE OF NORTH CAROL
a PLANS ADT 2030 = 74 300 LENGTH OF ROADWAY, TIP PROJECT X-0002B = 2.879 km FOR THE NORTH C4ROGAU nEP~~ Og ~pORTnaV
' Mu STANDARD SPSCOX&TIONS 0~ 10e 1 .
i 5 0 10 DHV = 9 % LENGTH OF STRUCTURES, TIP PROJECT X-0002B =0.481 km o
D = 55 % P.6
o O RIGHT OF WAY DAZE JUMV IOHNSOA PX- aQlq} '
PROFILE (HORIZONTAL) T = 12 % a TOTAL LENGTH, TIP PROJECT X-0002B = 3.360 km o
m May 31, 2006 'fir ROADWAY DESIGN
r
o~ ~ 1 j0 2 Y = 110 kmflt ENGAEER
Ra TTST 4% + DUAL 8% LETTING DATE: JOSEPH FREEMAN,PE PMXWZXX C1 v
PROFILE (VERTICAL) FUNC.CLASS= INTERSTATE `NOTE: LENGTH BASED ON WBL BRIDGES Tine172008 DES7° e
P8
SlGWTGR& PE
STATE ffiGNWAY DESIGN ENG01®t

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REVISIONS M `
PROJECT REFERENCE NO.
SHEET N0.
TRI X-00026 ,D
Q - - -L \
0 0
Pr Sto 72+99113 p R SHEET N0.
l - A - 1O'S0'r0 rQT) _ _ ROADWAY DE DESIGN HYORNE
ILICS
ER
ENGINEER
l L = 5687435842Q SOIL ~ ENGINEER
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~ W
4 12M LAL BASE DITCH (29i vv=TUN W~@/
SEE DETAIL 22 am
EST. 231 TONS
OA
FF ` i\ i? NOR1A ROUNA fi
ESL 481 SM'
UNITED STATES AMERICA
FORT BRAGG MILITARYFRESERVATION
FORT BRAGG SECURITY FENCE
+0
SEE DETAIL SHEET 69. LT
-L- +05.000 1 (22 LT
F'
68.580 LT O
ilQ (228.000'1 Q
(225.0001 ~ 55 000 FILL TO ELEV. 55.0 m. ll~
65.532 LTA
-I-+80.000 SEEM LAT. BASE DITCH (215.000')
53.340 LT ~ DETAIL 26
P75.0001 EST. 216 TONS - ~ -
EST. 450 SMFF
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F F l.e roNS
EST. 5.9 SMFF
F- CRO cOL4r
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j END E U WY. GUTTER
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(214.5611
SEEM LAT. BASE DITCH E r%cAVATLD - ® DENOTES FILL IN
SEE DETAIL 23 E E-~ per' SURFACE WATER
LA-_ Y DffCH {DR- +60.000 -L- +30.00 - +35.000 (POND)
73.152 RT 79248 XT
D AB' 3 58000 RT (240.0001 (260.0001
SITE ®DENOTES FILL IN
FILL LEY. 54.75 m. 0.6M,1AT.8A5E DITCH
SURFACE WATER
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E%Cl•Y p' 64.008 RT ~ TO
."Sra~ PREP 4.008001 / EST. 114 SMFF ------------^1
6
` FOR -L- PROFILE SEE SHEET 28
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