20080737 All Versions_Maps_20080425 (14)

Set SIXW STATE OF NORTH CAROLINA
See Sneer f•B For Conre~imdSyntlata .C U-2519E 1

`W'`M DIVISION OF HIGHWAYS 44" Wm PAOLM
TS
34817.1,2 HF-DPR-0100 001 P.E.
SWIN 34817,2a NHF-1009 RW and UTIL
W Z
*f 34817.3.11 NHF-DPR-0100 CONST
~n A N ALL DIMENSIONS IN
-,/PT 51-rfsoooo CUMBERLAND COUNTY THEµDT METERS
MLUMErERS
FWT BRAX wN1rMY UNLESS OTHERWISE SHOWN
LAKE
f AAE
L~E
LOCATION: FAYETTEVILLE OUTER LOOP
BEGIN ECf E; FROM WEST OF NC 24 TO EAST OF
a
. Ln4 " D
~ NC 24 (BRAGG BOULEVARD)
~ ~a0'0°°
TYPE OF WORK: GRADING, DRAINA ,
STRUCTURES, CULVERTS,
C,1 ff 0 PAVING, TRAFFIC SIGNAL , & SIGNING
'~1 $
D" FAYE r7LLE---
a,,,,, ~ turf n°7;4
VICINITY TIAI~ -OOL2- POT 4Masn OEM w4m
T
i ~
s
~ x o
ti
r~
-L- EB POT 41.13,201 •COLr POT 4M61171
KM Kau
-L- b rol 4.6LS23
-L T 39+40.000 BEGIN TIP PROJECT U-2519E {
K
-L- POT 39+40.000 END TIP PROJECT U 2519DA
END CONSTRUCTION i
-L- P 9+ 7.00
-L- POC 49+80.000 END TIP PROJECT U-2519E
-L- POC 49+80.000 BEGIN TIP PROJECT X40028
ri Y
-L- Ell POT MSr.TM
-1144w POT r.SL2a
LMD Blom
•"PBo- POT 41.10. -T2• POC 24.60" -L- •LTS 44.04R13 lp•
• TS N. 4.Y
KOM
w
c
Q~ BEGIN CONSTRUCTION
-L- POT 39 + 22.673
r
N
PRELIMINARY PLANS
w NOT VR MR OOlIIBVC N
V
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES.
GRAPHIC SCALES PROJECT LENGTH FUNS PREPARED BY. xsDRAUUCS J~uGn+>~R A~OF NOR7 A OLX!
Fll1RENGB & 1fITPCh~iSON1N~' STATE
CONSULTING ~vaJ1vSJTR4
4W W==UZ 4 4 l° LENGTH ROADWAY TIP PROJECT U-2519E 0.920 KM. NO W. RAZrJUH LENGTH STRUCTURES TIP PROJECT U-2519E 0.047 KM. PREPARED FOR THE MORTH CARXINA DEPARrMERT OF TRANSPORTATION
PLANS TOTAL LENGTH TIP PROJECT U-2519E 0.967 KM. 2W 62A=M uamx47MM
~ q ~p ra
RIGHT OP WAY DAZE, DENNIS 1. MORY. P.E. 2V"
JUNE 26.2006 MWAC7 M MOOR ROADWAY DESIGN r
°r nor r
O PROFILE (HORIZONTAL) ZX=G DAIR- HENRY W. BARE
a NOV 18.2008 ragpcr no= AMEX=
{ai6~
NOTE: EB LANE BRIDGE STATIONING USED TO DETERMINE
b V PROFILE (VERTICAL) LENGTH OF STRUCTURES CATHY S. HOUSER. P.E.
NCDOT CONTACT. PJWJ= :Nozom ra ra
UIGNAZL=- "T.178 IDnHWAr l""N"
lY "GDOER

STATE OF CAROLINA FY M BMED!Y, PItOJ.REFERENCE N0. SNNO.
NORTH a F1Aoamn INS R~ u-2&925~9E I-B
AW ,A
DIVISION OF HIGHWAYS
*S.U.E = SUBSURFACE UTILITY ENGINEER
CONVENTIONAL SYMBOLS BUILDINGS & 0771ER CULTURE CE2D
ROADS & RELATED ITEMS
Edge of Pavement MINOR Recorded Water Line Buildings
Curb Head & End Wall c-o-N c-H w-~ Designated Water Line S.U.E.* Foundations ]
Prop. Slope Stakes Cut Pipe Culvert - - - Sanitary Sewer -n Area Outline
Prop. Slope Stakes Fill F Footbridge------------------------------------- - - - - - - - Recorded Sanitary Sewer Force Main SS-FSS- Gate r
Prop. Woven Wire Fence --g -e Drainage Boxes 11 CB Designated Sanitary Sewer Force Main(S.U.E Fes-FSS _ Gas Pump Mentor UoG Tank Cap o
Prop. Chain Link Fence -E3 -E Paved Ditch Gutter - - - - Recorded Gas Line - Church
Prop. Barbed Wire Fence
0- Designated Gas Una (S.U.E.*) School
Prop. Wheelchair Ramp c UTILITIES
® Storm Sewer---------------------------------- -S-S- Park ~ - ~
Exist. Guardrail •
- - -
Exist. Pole Recorded Power Line Cemetery ~ J
Prop. Guardrail Exist. Power Pole + Designated Power Una (S.U.E.*) _ _ _ _ _ . Dam
Equality Symbol Prop. Power Pole b Sign--------------------------------------------
S4 Recorded Telephone Cable -T-T- S
Pavement Removal PropExist.. Telephone Telephone Pole Pole _
® Designated Telephone Cable (S.U.E.) _ _T- _T_ _ mall Well ------Mine---------------------------------------------------------------------- °
-0- x
RIGHT OF WAY Recorded UG Telephone Conduit -TC-TC S
Exist. Joint Use Pole -4- Designated lYG Telephone Conduit (S.U.E.*) ng
--Tc--TC-- Swimming Pool
Baseline Control Point ? Prop. Joint Use Pole -6- Unknown Utility (S.U.E.*) -7BTL-- 9NTL-
Existin Right ofWa Marker TOPOGRAPHY
g Y Telephone Pedestal p Recorded Television Cable -TV-TV- Loose Surface

Exist. Rig o Way Line wMlarker $ Cable TV Pedestal © Designated Television Cable (S.U.E.*) Hard Surface

Prop. Right of Way Una with Proposed Hydrant .0 Recorded Fiber Optics Cable -FO-rO- Change in Road Surface -
RMI marker Iron Pin & Cap) - At Satellite Dish 2) Designated Fiber Optics Cable (S.U.E,*) - -FO--FO-

Right of Way Line with Proposed - Curb
Prop. Exist. Water Valve ® Exist. Water Meter 0 Right of Way Symbol Riw
(Concrete or Granite) Rw Marker
- Sewer Clean Out 0 USG Test Hole (S.U.E.*)
Guard Post oCP
Exist. Control of Access Line a Power Manhole © Abandoned According to USG Record ATTNR
- Paved Walk . - - - - - -
Prop. Control of Access Line Telephone Booth m End of Information _ Lol
Bridge
Exist. Easement Una - - E- - _ Water Manhole p BOUNDARIES & PROPERTIES ~
Prop. Temp. Construction Easement Line Box Culvert or Tunnel
P. P. E Light Pole a State Line Ferry - - - - - - - - -
Prop. Temp. Drainage Easement Line -,EE -

H-Frame Pole County Line - Culvert
rop. Perm. Drainage Easement Line -POE- Power Una Tower
® Township Line Footbridge _

HYDROLOGY Pole With Base p City Una
Troll, Footpath - -
Gas Valve
Stream or Body of Water 0 Reservation Line
Gas Meter------------------------------------- Light House
Flow Arrow Property Line
DisaPPearln9 Stream__________________________ Telephone Manhole 0 ProPafiF Line Symbol R VEGETATION
Single Tree _ Q
SPring Power Transformer 0 Exist. Iron Pin o

Swamp Marsh k Sanitary Sewer Manhole ® EP Single Shrub - - - - - - - - - - - - - - - o
Property Comer
Hedge
Shoreline - - - - - - Storm Sewer Manhole 0 Property Monument
Falls, Rapids + Tank, Water, Gas, Oil Woods Line
Q Property Number i23 Orchard - - - - - -
f~4f~4Qs~
Prop Lateral, Tail, Head Ditches Water Tank With Legs Parcel Number O _
Vineyard
NNEYAAD I

~ Traffic Signal Junction Box RAILROADS
?s Fence Line -x-x-x-
STRUCTURES ww & ISBw
Fiber Optic Splice Box p Existing Wetland Boundaries m - -*LB- -
4i MAJOR Standard Gouge T ~
Bridge, Tunnel, or Box Culvert C cone-I Proposed Wetland Boundaries _ -NEB- RR Signal Milepost ti a ® i
o
Utility Power Line Connects to Traffic wzpw,u
E Bridge Ong Wall, Head Wall Existing Endangered Animal Boundaries______ EAB- _ Switch
\ Signal Lines Cut Into the Povement___________ ED
lx and End Wall JCONC ww/ l Existing Endangered Plant Boundaries _ s~
V1 C - - - redsel 2125147

91 KAN$ PREPARED tY.. PROJECT REFERENCE N0. SHEET NO.
PAVEMENT SCHEDULE MMW a J 9117f"fMONNC U-2519E 2
00A=TM Yv~
40W 10WItNAM rACM SLUT TRI It W SHEETNO,
RFM DESCRIPTION
RALaa$AV A'Nar ROADWAY DESIGN PAVEMENT DESIGN
© Prop, Approx.100mm Asphalt Concrete Surface Course, Type S12.5C, at an Average Rate of 120 kg. Per SQ. Meter in each of two layers. ENGINEER ENGINEER
NOTES: 1. ALL GVt6NEt44T EDGE SLOPES ARE 1;1 UNLESS
OTHERWISE NOTED.
CI Prop. ApprmL 80mm Asphalt Concrete Surface Course, Type S9.5C, at an Average Rate of 96 kBPer SQ. Meter In each of two kryam 2. SHOULDER ROLLOVER NOT EXCEED 0.06 (ryM.
B, USE 4:1 MAX SLOPES ON INSIDE OF INTptCHANGE ~:I3~STT~]' FTT_
4. SEE PLANS FOR LOCATION OF ACCELERATION AND rair:aaaeac-
O Prop. Apprm. 80mm Asphalt Concrete Surface Course, Type S9.51), at on Average Rate of 96 ko. Per SQ. Meter in each of two layers. 5. SEEE PLLANNSIFOR LOTION OF TURN LANES AND
INTERSECTION TURNOUTS.
6. RUMBLE STRIPS SMALL BE PLACED ON BOTH THE
® Prop. Approx BOmm Asphalt Concrete Surface Course, Type 59,58, at on Average Rote of 96 kg, Per SQ Meter in each of two layers. MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665.01.
0 Prop. Appro)L 50mm Asphalt Concrete Surface Course, Type S9.5111, at an Average Rate of 120 kg, Per SQ. Mohr.
Prop. Var. Depth Asphalt ConaNrfe Surface Course, Type $9.5, at an Average Rate of 2.40 kg. Per SQ. Meter Per imm Depth, to be placed In layers not to exceed 50mm In depth,
OD Prop. Approx. 65mm Asphalt Concrete Intermediate Course, Type I19.OC, at an Average Rah of 159.25 kg. Per SQ. Meter.
0
ryy.
0 Prop. ApprwL 80mm Asphalt Concrete Inhnnodiate Course, Type 119.0C, at an Average Rote of 196 kg. Per SQ. Mohr.
Q Prop, Apprax.100mm Asphalt Concrete Intermediate Course, Type 119.0C, at an Average Rah of 245 kg. Per SQ. Mohr. LB
O Prop. Apprm.110mn Asphalt Canasta Intermediate Course, Type 119,OC, at an Average Rate of 269.5 kg. Per SQ. Mohr,
2.4 25,0 R
O Prop. Var. Depth Asphalt Concrete Irdemledioto Course, Type 119.0, at an Average Rah of 2.45 kg. Per SQ. Mohr Per 1mm Depth, to be placed in layers not Lett than 65mm or greater than 110mm in depth. >
OE Prop. Approx. 90mm Asphalt Concrete Base Course, Type B25.OC, at an Average Rah of 220.5 kg. Per SQ. Mohr.
4
O Prop. Approx. 80mm Asphalt Concrete Sage Course, Type B25.OC, at an Average Rafe of 196 ko, Per SQ. Mohr.
O Prop. ApproL 110mm Asphalt Concrete Base Course, Type B25,0C, at an Average Rate of 269.5 kg. Per SQ. Meter, DETAIL OF CURB 6 GUTTER END TREATMENT
O Prop. Var. Depth Asphalt Concrete Base Course, Type B25.0, at an Average Rate of 2.45 kg. Per SQ, Meter Per imm Depth, to be placed In layers not less than 75mm or greater than 140mm In depth.
OJ Prop.200mm Aggregate Base Course
J1 Prop, 250mm Aggregate Base Coupe
O Prop.150mm Aggregate Bass Course
JS Prop.100mm Aggregate Base Course
O Prop, Vor. Depth Aggregate Bate Course
OP Prime Coat at the Rate of 1.6 L per SQ. Mohr.
O 450mm Concrete Curb & Gutter
Ri 750mm Concrete Curb & Gutter
O 125mm Mono. Conc. Island
D D q
RS 100mm Concrete Cover
at
R4 Shoulder Berm Goiter
BOrm
O Earth Material D (MIN)
0 Existing Pavement
65mm
O Var. Depth Asphalt Pavement 75mm (MIN)
(MIN)
WI - WEDGING DETAIL FOR RESURFACING
USE IN CONDUCTION WITH TYPICAL SECTION NOS, 4.8
PAVEMENT EDGE CONSTRUCTION DETAILS
SEE TYPICAL SECTIONS FOR PAVEMENT' DESIGN
Miff
W N?fn
289m FOPS
ACC R1 T AC$C R T ACSC T ACSC ! W M
T
N9C xN ~ T acEC T T W vARIES I OB
AEC EXISTING
_ _ 3dy GROUND
A I A& ASPHALT AND ABC 3(Xlmm
ABC BC ACBC ABC
U J/
DETAIL FOR SHOULDER BERM GUTTER
USE IN CONDUCTION WITH TYPICAL USE IN CONDUCTION WITH TYPJCAL USE IN CONJUCTION WITH TYPICAL USE IN CONJUCTION WITH TYPICAL USE IN CONJUCTA)N WITH TYPICAL USE IN CXINJUCTION WITH TYPICAL SEE PLANS FOR LOCATAN AND DIMENSIONS
SECTION NO. 3A SECTION NOS. 5d T, IOM 12. 13A & 14 SECTION NOS. 5A & 8 SECTION NOS. 1A & 3 SECTION NOS. 4.5. B, 8, 9.10, 11.(213. & 14 SECTION NOS. 15,16. & 0 SEE TYPCAL SECTIONS FOR PAVEMENT DESIGN

PAVEMENT SCHEDULE PLANS PREPARED KY.- PROJECT REFERENCE N0. SHEET NO.
ABLOcvAwmT2wMQ & & "QN~ 11-2519E 7-A
1'D!? TRI
DESCRIPTION ITEM DESCRIPTION R DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION IT DESCRIPTION R/W SHEET NO.
Opp ' airy„ 8rms4%
C 100mm S12.5C C5 VAR. DEFTH $9.5 D4 VAR. DEPTH 119.0 J 200mm ABC P PRIME COAT R4 SHOULDER BERM GUTTER tPon7 BOAT NGINEEERR PA E4EhNGI DAR
Cl BOmm 59 5C Q 65mm 119.00 E 90mm B25.OC Ji 250mm ABC NOTES: 1. ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
R 450mm CURB 6 GUTTER OTHERWISE NOTED.
2. SHOULDER ROLLOVER NOT TO EXCEED 0.06 .
p1lT Y
C2 BOmm S9.5D D1 BOmm 119.00 El 80mm 825.00 J2 150mm ABC R1 750mm CURB 6 GUTTER T EARTH MATERIAL 3. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGE.
4. SEE PLANS FOR LOCATION OF ACCELERATION AND _nu wnria.ome~gv:.
C3 60mm 59.58 D2 100mm 119.00 E2 110mm B25.OC J3 100mm ABC R2 25mm MONO. CONC. ISLAN U EXISTING PAVEMENT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
C4 50mm S9.5B D3 110mm 119,DC E3 VAR. DEPTH 825,0 J4 VAR. DEPTH ABC A3 100mm CONCRETE COVER WI VAR DEPTH ASPHALT PAVMT INTERSECTION TURNOUTS.
6. RUMBLE STRIPS SHALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665.01.
Q -c-
- 21.0m
Rom 42m 3bM LANE 36m LANE 3bM 69m 6.9m 36M 36m LANE 3bm LANE 42M 5.4m IBM 10m
ADD 1.0m
w/GUARDRAIL
2m IMS m
Z4 S LADE DPS rGRADE F3AM
OPS ~ cl:
POINT 1 vC ExISTiNG
,04 D25 s L1?5 Dq 5 D25 _ 6d ~ MIN. GROUND 1025 D4 41,11' 6 z -5, ---r-, ~4~O
J NIN. - - - - - - - 89 Bd f405
TING
ExrS
GROUND II 455mm )25mm )25mm GRADE TO THI$ UNf TYPICAL SECTION NO. GRATHIS LINE
WESTBOUND LANES EASTBOUND LANES
-L- 39+40.00 TO -L- 41+15,343 (BRIDGE) -L- 39+40.00 TO -L- 41+13204 (BRIDGE)
-L- 41+61923 (BRIDGE)TO -L- 44+04273 LB -L- 41+59784 (BRIDGEITO -L- 44+04273 LB
-L- 44+76935 LA TO -1- 49+80,000 -L- 44+76935 LA TO -L- 49+80.000
Q -cou-
Q -L- 9Dm 3bm 3bm 3sm M M Lem 3Dm
42M 3.6m LANE 36m LAN 35M 69m ADD LOm
ADO IDM w/ GUARDRAIL
w/GUARDRAIL
12M Il y cl,
2m :
=
36M GRAS DP I
FDPS
D4 D .025 C X25 x GRR~ 2AM vC
8.4 D8 D25 .106 ,0 Q 3a
AL N' .
-I, d NIN.
EXISTING
GRADE TO THIS LINE 455mm GROUND 3d M~. 440mm GRADE TO THIS LINE EXISTING
125M GROUND
PARTIAL TYPICAL SECTION NO. IA TYPICAL SECTION NO.2
-L- 46+61977 TO -L- 49+80000 wB fbt!- 35+30.00 TO -CW- 40+75.432
Q -1.012- Q -=2-
9pm 3bm 4m -IBM JQM Mom VARIES FROM
ADD IDM
W/ GUARDRAIL 9B03m TO 22-02m
_ 06m
• liy
f~ x
r~ GRADE GRADE
POINT NC T 2.4m VC T RI POINT
T
J~4 D25 x025 L9 d EGUND VMIES
6J NIN. EXISTING
EGROUNDG M 440mm D1 GROUND GRADE TO THIS LINE - Dl
J GRADE TO THIS LINE J4 D J 440mm
TYPICAL SECTION NO.3 PARTIAL TYPICAL SECTION NO. 3A
-C0L2- 39+40.00 TO -COL2- 41+0B7I (BRIDGE) -CAL2- 40+Z" TO -C L2- 4I+I7B71(BRI")
-COL2- 41+64.49 (BRIDGE) TO -COL2- 47+86596
~ a of

PAVEMENT SCHEDULE PLANS WE9AEE° BY- PROJECT REFERENCE NO. SHEET NO.
Fl4M7 & MWSOW NC. U -2519E 24
JTApA+S88'f
ITEM DESCRIPTION rrEM DESCRIPTION R DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION IT DESCRIPTION COMMM7 R/W SHEET NO.
4M =7=8V &VQ, b'71J7T 49d TRI
Adze Ac s my ROADWAY DESIGN PAVEMENT DESIGN
C 100mm 512.50 C5 VAR. DEPTH S9.5 D4 VAR. DEPTH 119.0 1 200mm ABC P PRIME COAT R4 SHOULDER BERM GUTTER ENGINEER ENGINEER
NOTES: 1, ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
C1 BOmm S95C D 65mm 119.OC E 90mm B25,0C J1 250mm ABC R 450mm CURB d GUTTER OTHERWISE NOTED.
2. SHOULDER ROLLOVER NOT TO EXCEED (TYPI.
T>„tLtT Y
C2 BOmm S9.51) Dl 80mm 119.OC El 80mm B25.OC 12 150mm ABC R1 750mm CURB 6 GUTTER T EARTH MATERIAL 3. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGE.
4. SEE PLANS FOR LOCATION OF ACCELERATION AND =xn .coed,
C3 BOmm 59.511 D2 100mm 119.00 E2 110mm B25.OC J3 100mm ABC R2 125mm MONO, CONC. ISLAM U EXISTING PAVEMENT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
C4 50mm 59.58 D3 110mm 119.OC E3 VAR. DEPTH 825.0 J4 VAR. DEPTH ABC R3 100mm CONCRETE COVER WI VAR. DEPTH ASPHALT PAVM'T INTERSECTION TURNOUTS.
6. RUMBLE STRIPS SHALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665.01,
-Y2- INC 24 BRAGG BOULEVARD)
45m 45m
Dm 3sm VAR) FROM 7 1 I m VAR! FROM 7 T II 4m 5.4m 48m 3DM
ADO iDm Om TO 29m EXISTING EXISTING
w/OUARDRAL
GRADE
POINT POI 12m 12m
Z, 3Dm
T FA°S DP FOPS
-V
T C1 T T Cl T V GROUNDG
025 025 SdM~. .06
_4 0o25
T_. ____T
i MIN EP-Y2-
.
69 YIN
EXISTING D2 Mom
GROUND 34 MPX GRADE TO THIS LINE J1 U E2 E2 U
430mm 290mm 290- GRADE TO THIS LINE
GRADE TO THIS UNE RARE TO THIS UNE
WESTBOUND LANES TYPICAL SECTION NO.4 EASTBOUND LINES T EXISTING
-Y2- T+70000 TO -Y2- 9+49364 A2 GROUND
USE ©IN LIEU OF (D ~ 4
FOR NARROW WIDENING
-Y2- (NC 24 BRAGG BOULEVARD) FGR" TO THIS LINE
45m 45m Z90mm
9Dm 3.6m -VARIES FROM- VARIES FROM m T m VANS FROM Om 'TO 72m VANE VARIES FROM m T 11 VAR) FROM m 5.4m lzm 30m PARTIAL TYPICAL SECTION NO. 5A
ADD Iom On TO 67m EXISTING (.6m TO EXISTING Om TO 72m .24m USE IN CONJUNCTION WITH TYPICAL SECTION NO. 5
w/OUARORAIL VARIES FROM Om 6Dm -Y2- 9+95.362 TO -Y2- 8+09273 EB
y T 7 -Y2- 10+38867 TO -Y2- !1+02593 WB
VARIES FROM EXISTING VARIES FROM
2i 1 Tp 30m POINT POINT 1,Pjn TO 30m ~
t FDPS FDPS z- 2
T CI R2 O T EXISTING
VARIES (SEE GROUND
ozs vz5 crass sECrroxs) 3JIL'
. 6d
EXISTING 60 MIN EP -Y2-
GROUND 34 IA GRAflE TO THIS LINE n GRADE TO n U n GRADE IS LINE
430m 430mm THIS UNE 430M VARIES FROM 3pm
36m TO 9393m
WESTBOUND LANES TYPICAL SECTION NO, 5 EASTBOUND LANES 3.6m TO 9519m
-Y2- 9+49364 TO -Y2- 9+95.382 GRADE USE ©2 IN LIEU OF @ -Y2- 9+95382 TO -Y2- 12+69910 POINT
-Y2-14+91544 TO -Y2- 18+8(X551 Ri T EXISTING
FOR NARROW WIDENING -SEE PLANS FOR LOCATION OF ISLAND y~IE~ C1 GROUND
€ -Y2- (NC 24 BRAGG BOULEVARD) n GRADE TO THIS UNE
430mm
45m 4
9Dm JAIR VAR) FRQV VARIES F N 7.7m T m 1 IBM VAR) FROM 7-rvn TO 9Bm VARIES FROM 5.4m IBM 3pm PARTIAL TYPICAL SECTION NO. 511 _Mn ` ADD IDm 491" TO 67m EXIS ING EXISTING TO IObm USE IN CONJUNCTION WITH TYPICAL SECTION NO.5
w/GUARO4AIL -Y2- 15+77588 TO -Y2- 16432D65 EB
y 1-Y2- 17+59242 TO -Y2- 18*12/89 WS
12m GARDE 12m !2m GAS 30m C-t
DPS DP T T DPS FDPS t
T O Cl
CI T y EXISTING
D2 GROUND
p gq? 3Jd~
425 D25 X25 D25
_ _ _ _ d 5d 6..I YIN.
6J MIN. 6d
EXISTING
GROUND 3J M ' GRADE TO THIS LINE n ~ E2 ° D2 E2 - n
w 430mm GRADE TO THIS LINE 290mm 430mn GRADE TO THIS LINE
WESTBOUND LANES TYPICAL SECTION NO.6 EASTBOUND LANES
g5 USE ©2 IN LIEU OF(2) -Y2- 12469-W TO -Y2- 14+91544
FOR NARROW WIDENING
NCa~~

10M
PAVEMENT SCHEDULE PLANS P rAffO BY. PROJECT REFERENCE NO. SHEET NO.
SoU-2519E 2-C
ITEM TRI
DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION IT DESCRIPTION rnMMM7 JTNalavaiiw It 1W SHEET NO.
Aam 8LT7>r 811175 Im ROADWAY DESIGN PAVEMENT DESIGN
BATdIOXIAmOf
C 100mm S12.5C C5 VAR DEPTH 59.5 D4 VAR DEPTH 09.0 J 200mm ABC P PRIME COAT R4 SHOULDER BEAM GUTTER ENGINEER ENGINEER
NOTES: 1. ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
Cl 80mm 59SC D 65mm 119.OC E 90mm B25.0C A 250mm ABC R 450mm CURB & GUTTER OTHERWISE NOTED.
2. SHOULDER ROLLOVER NOT TO EXCEED 0.06 T1YP1.
C2 80mm S9.51) Dl 80mm I19.OC El 80mm B25.OC 12 150mm ABC R1 750mm CURB & GUTTER T EARTH MATERIAL 3. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGE. ~1~T~bfCl~ PL~~T
4. SEE PLANS FOR LOCATION OF ACCELERATION ANDae__ xacecnls._
C3 80mm 5958 D2 100mm 119.OC E2 110mm B25,OC J3 100mm ABC R2 25mm MONO. CONC. ISL1N U EXISTING PAVEMENT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
C4 50mm S9.511 D3110mm 119.OC E3 VAR. DEPTH 825.0 J4 VAR. DEPTH ABC R3 100mm CONCRETE COVER WI VAR DEPTH ASPHALT PAVM T INTERSECTION TURNOUTS.
6. RUMBLE STRIPS SHALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665.01.
C -Y2- (NC 24 BRAGIG BOULEVARD)
0.6m 45m 4.5m ohm
30m VARIES FROM N)Bm TO 18.Om VAR( VARIES VARIES VARIES FROM 10.8m TO 14.4m lom
VARIES FROM Om TO 85m VARIES FROM 59m TO 122m VARI TO 36m n TO 3bm VAR) FR ! 22m T m VARIES FROM 63m TO IOBm
EXISTING Om TQ 49m EXISTING
R R V P~ T
T
G1 T D Cl CI D2 Cl J.Q25 .02-5 A?!L T
D2 Ad
RAx_\
EXI STING
E)NG Rl V Ri GROUND
NO GRADE TO THIS LINE 430nim 4JOmm GRADE TO THIS LINE
USE ©(N LIEU OF JI GRADE TO THIS LINE I
FOR NARROW WIDENING WESTBOUND LANES TYPICAL SECTION N0.7 EASTBOUND LANES
-Y2- 18+BOS51 TO -Y2- 23+84,047
-Y2- (NC 24 BRAGG BOULEVARD)
VARIES FROM 4
VARIES FROM m TO 100m 45m TO 49m VAR) FROM 10Bm T ll m C
Jpm VARIES F I F I I VARIES FROU 4,54m 7 11,07m ARIES FROM 4m IBM 3Am L -RPIaD
755m TO 997m TO 325m EXISTING Om TO 62Em VARIES FROM 3.0m
EXISTING 9828m TO 27701m
OJxn 12m ! m 3Am
FDPS i
DPS FOPS x GRADE
Po1Nr GRADE
EXISTING T Rl P~ Cl T Cl T PO_ V EXISTING
GROUND D25 PIOIAT 0 0 D~ GROUND CI vAR/E T D2 EXISTING
- - - - - - - - - 6d d MIN 4,V GROUND
GRADE TO THIS LANE D D EXISTING
E2 U n t0 U n J"wgy GROUND GRAOETOTHIS NE
n u
297om
4JOom
GRADE TO THIS LINE 290mm 430mm GRADE TO THIS LANE 4lOmm
WESTBOUND LANES TYPICAL SECTION NO.8 EASTBOUND LANES 9a„ PARTIAL TYPICAL SECTION NO. IOA
-Y2- 23+84041 TO -Y2- 24+60.000 -RPIBO- 41+5721J (BRIDGE) TO -RP18D- 42+X607
USE ®1N UEU OF JI
FOR NARROW WIDENING
Q -RPLBD- Q -RPIBD- & -
CDR-90m Jbm 5.4m IBm 3.Om qpm
3bm 5.4m IBm JL)m
ADD IOm ADD !Om
wiGUARDRAIL a 5 WIGUARORAIL d
I9c
12m IZm Z 12m L.
Z
Z ~ EDPS l>P EXISTING F 2 EXISTING
T t GROUND
T CI LADE GROUND GRADE .4m
T T PO1M T
3d
TV 02 02 ,gq~ I
EGAXIQ1tiDG ~B L12 A2 02 OZ 51 ,Q8 D2 02
6d WIN. 6d WIN.
6d MIN. EXISTING-
d MIN.
p. 1 GRADE TO THIS LINE GROUND n
340 39Omm 3dq 40. GRADE TO THs LINE
TYPICAL SECTION NO.9 TYPICAL SECTION NO. 10
-RPIBO- 39+40.07 TO -RP1BO- 41+0713 (BRIDGE) -RPIBD- 41+57213 (BRIDGE) TO -RP/80- 44+03" LB
-CDR- 44+43267 LA TO -CDR- 49+51581

REFERENCE No. SHEET NO
PAVEMENT SCHEDULE PLANS "~'""E0 PROJECT
JFLOBMa & HOM~~SO~N1INQ U4519E 2-D
BJWRWSR
R DESCRIPTION ITEM DESCRIPTION R DESCRIPTION REM DESCRIPTION REM DESCRIPTION IT DESCRIPTION RM' SHEET NO.
aivu emrs q/ TRI
C 10pmm S12.5C C5 VAR. DEPTH 59.5 D4 VAR DEPTH 119.0 AM J 200mm ABC P PRIME COAT R4 SHOULDER BERM GUTTE0. f~~ ROADWAY DESIGN PAVEMENT DESIGN
Cl BOmm 59.5C D 65mm R9AC E 90mm B25.0C 11 250mm ABC R 450mm CURB `GUTTER NOTES: 1. ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS ENGINEER ENGINEER
OTHERWISE NOTED.
R).
C2 BOmm S9.51) Di 80mm 119.0c E1 80mm B25.0C 12 150mm ABC R1 750mm CURB 6 GUTTER T EARTH MATERIAL 2. SHOULDER ROLLOVER NOT TO EXCEED 0.06 3. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGET1 ~T Y L ~4f:
4. SEE PLANS FOR LOCATION OF ACCELERATION AND „_wmt.usa rn trogcm~c; .
C3 1 80mm S9.511 D2 100mm 119.0C E2 110mm B25.0C J3 100mm ABC R2 25mm MONO. CONC. ISLAND U EXISTING PAVEMENT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
C450mm 59.58 D3 110mm 119.OC E3 VAR. DEPTH 825.0 J4 VAR. DEPTH ABC R3 100mm CONCRETE COVER WI VAL DEPTH ASPHALT PAVM? INTERSECTION TURNOUTS.
6, RUMBLE STRIPS SHALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665.01.
Q -RP2B-
9Dm 3.6m I- 36m VARIES FROM 54m 1Bm 33m
ADD 100 485m TO 6m
w/GUARDRAIL
Q:
~y :
W 12m L2m
Z ~ F D°
EXISTING
T CI D1 GRADE GROUND
POINT T
_0 02 02 A2 k2_1 D8 3JyPT
6d MIN.
EXlSTlIIG &I MIN. !
GROUND 3d M GRADE TO THIS LINE
T410.
TYPICAL SECTION NO. 11
-RP2B- 12+40000 TO -RP2B- 14+92733
E -LP2B- q -RP2B- -SPUR2B- fl -LP2-
m m VARIES
90n -25m 36m 3An
ADD 1Am
w/GUARDRAIL
Obm GRADE GRADE GRADE
Ltj 12m POINT POINT POINT
GRADE R2
T D T EXISTING SLOPE SLOPE SLOPE SLOPE
02 GROUND VARIES - VAR1 VARIES'
D2 I
6J MIN.
3`I Wp1I. J GRADE TO THIS LINE GRADE TO THIS LINE 11 J ° GRADE TO THIS LINE
ExlST1NG 38Ow 4tOmn 3801m GROUND WIDTH VARIES FROM 25m TO 72m
PARTIAL TYPICAL SECTION NO. 12A
USE IN CONJUNCTION WITH TYPICAL SECTION 'WIDTH VARIES FROM 4Bm TO Lam
TYPICAL SECTION NO. 12 NO.II -RP2B- & NO. 12 -LP2B- FOR MONOLITHIC CONCRETE ISLAND
-LP2B-10+60956 TO -LP2B- 13+66450 -RP2B- 14+00.6j3 TO -RP2B- 14+92733
-LP2B- 12+33394 TO -LPZB- 12+88849
-SPUR2B- 10+001100 TO -SPUR2B- 10+86D30
Q -RP2D-
9DM 3EM 36m -VARIES FROM 3.6m 5.4m IBM 3DM
ADD IDm 12m TO 36m
w/GUARDRAIL EP -RP2D-

12m !2m z LL.
DPS A° Of-
x
EXISTING
x T C1 D V BADE T 2-4c GROUND
112 D2 RI T EXISTING
~ yrN. I ~ GROUND
EXISTING 6-4 MIN.
GROUND GRADE TO THIS LINE
3J J j
3&krun J GRADE TO THIS LINE
380mn
TYPICAL SECTION NO. 13 PARTIAL. TYPICAL SECTION NO. 13A
-RP2D- 10+87938 TO -RP2D- 14+3739 USE IN CONJUNCTION WITH TYPICAL SECTION NQ 13
-RP2D- 14+1523! TO -RPZD- 14+37.317
fill
~a~~

LT, X PROJECT REFERENCE N0. SHEET No.
PAVEMENT SCHEDULE nAr+s PAEFAAEO ar:
TRI
ITDESCRIPTION I DESCRIPTION R DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION IT DESCRIPTION RU-/W SHEET N0,
ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION
AMWAMMM ASV))„ S= Im
NAIilm AV i mf ROADWAY DESIGN PAVEMENT DESIGN
C 100mm 512,5C C5 VAR DEPTH 59.5 D4 VAR DEPTH 119.0 J 2DOmm ABC P PRIME COAT a
R4 SHOULDER BERM GURER ENGINEER ENGINEER
NOTES: 1. ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
Cl 80mm 59SC D 65mm 119.OC E 90mm B25,OC 11 250mm ABC R 450mm CURB 8 GUTTER OTHERWISE NOTED.
C2 80mm 59 5D Di QOmm 119.0C Ell 80mm B25,OC 12 150mm ABC R1 750mm CURB i GUTTER 2. SHOULDER ROLLOVER NOT TO IXCEED 0.06 T EARTH MATERIAL 9. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGE. 1~1tft1M'CI4 R.U-A
4. SEE PLANS FOR LOCATION OF ACCELERATION AND _-!marry topcrnte;_p;
C3 80mm 59.58 Q2 100mm 119.0C E2 110mm B25.OC J3 100mm ABC R2 25mm MONO. CONC. ISLAN U EXISTING PAVEMENT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
U SOmm 59.58 D3 110mm 119.DC E3 VAR DEPTH 025.0 J4 VAR DEPTH ABC R9 100mm CONCRETE COVER W1 VAR DEPTH ASPHALT PAYMT INTERSECTION TURNOUTS,
6. RUMBLE STRIPS SHALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH STD 665,01.
-LP2D- -RP2D- -SPUR2D- -LP2D-
9Om m 35m 3,0m WAR. 3Am VARIES
ADD l,0m
w/GUARDRAIL
y
CK O
120.6m
GRADE GRADE GRADE
POINT POINT POINT
rDPS
GRADE
T POINT D T EXISTING SLOPE SLOPE D 51DPE SLOPE
O? I II 1 A2 GROUND VNtIES VA S VAop' E KARIES
JOIN.
3d to, J GRADE TO THIS LINE J
EXISTING 3LNnn GRADE TO THIS LINE
GROUND •WIDTH VARIES FROM 25M TO 72M
PARTIAL TYPICAL SECTION NO. 14A
USE IN CONJUNCTION w1TH TYPICAL SECTION WIDTH VARIES FROM 4Dm TO 17m
TYPICAL SECTION NO. 14 Na 13 -RP20- & NO. 14 -LP2D- FOR NONOLITHC CONCRETE ISLAND
-LPZD- 10+66997 To -LP2D- 13+07546 -RP2D- 13+61-329 TO -RP2D- 14+373N
-LP2D- 12+05529 TO -LP2D- 12+46B56
-SPUR20- IQ+OODIO TO -SPUR2D- 0+71591
Q -Y3- SATURN DRIVE Q -Y4- KEITHVILLE DRIVE
!Bm VARIES FROL VARIES FR IBm 24m IBm VARIES FROM VARIES FROM IBm 24m
an TO 45m : TO 15ai 3-3m TO 4 m 4
V GRADE GRADE
T G P POINT T T C4 P POINT T EISTING
GXROIIND I A2 A2 I DB 34 GROUND EGROUNDG Ad I A2 ,02 I 4V 3} GXROUt'D
GRADE TO THIS LINE q GRADE TO THIS LINE
2OOmm 200M TYPICAL SECTION N0.15 TYPICAL SECTION NO. 16
-Y3- /O+OODw TO -Y3- 12+43755 -Y4- 10+55995 TO -Y4- 12+02396
G -Y5- FOURTH STREET CONN. -T7-6- & -TT7- (TANK TRAILS)
IBm VAR) FROjW VARIES F IBM 2,4m 35m 2Am
3m TO 3 3m TO 3
GR GRADE
T CS P POI T POINT EXISTING
EXISTING GROUND
A2 ~ EXISTING 02
GROUND J GROUND
411 EXISTING
GROUND A4
GRADE TO THIS LINE L GRADE TO THIS LINE
3
TYPICAL SECTION NO. 18
TYPICAL SECTION x0.17 -TT6- 19+05400 TO -TT6- 22+23755
-Y5- 10+2OD00 TO -Y5- 15+96183 (33m LANES - PAVEMENT RESURFACING ONLY) -TT7- AO+OODOO TO -T77- 14+45DO0
-Y5- 15+961BJ TO -Y5- 24+59786 - NEW CONSTRUCTION
-Y6- 10+15,000 TO -Y6- 10+52,000 (35m LANES - PAVEMENT RESURFACING ONLY)
Lau

0310W - ADDED RAILROAD BUSTING RIGHT OF WAY,
CURRENTLY OWNED BY NCDOT
07/1%08 - PARCEL #1 ADDED PROPOSED PUE
07ANS - PARCELS #1, 7,2A, 3, 4, 5, 6, 7,
9 6 10 ADDED IMISTING PUE -
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F~0 PANE PREPARED 11Y.- PROJECT REFERENCE No, SHEET NO.
(3 ~i` E3 1 1 ( £ t 0& & 1 rONM U-2519E 6
0
wooos a00 ~ A7w wAritgusr 3d~~~Aw TRI R/W SHEET NO. U-2519DA13
~*~L / AArJ=gAV SAW ROADWAY DESIGN HYDRADIJCS
\ - - Q ITT7~PC d~1H BEGIN CoNS~ItT~'Z3''1 aI ENGINEER Y ENGINEER
Sm 10m
(325 10 iO+OO / ~ ' * * \ ~lr ` ~/r = I LT !J , FORT BRAGG MILITARY RESERVA~~ ~b . O Q
Q {3
9TT) PRELIMIN PLAN
WOODS `yam r dMM m Ivor »sa corvsrnocrmrr
f~
-L- TS 44+04273 LBI=\\ c II L -TT7- PT 10+56J69 eF /'43r/, i2bamr lr caNSr.ReY.
- -L- TS 44+76935 1V - \ i + -m- ~'/rf3 l p l ~2 i
-C012- TS 44+04275300)n LT) t0 I 8MOm L '
* \ F 1 (26251) -TT7- PT 11+63399'! , r
404273 -L-
CURVE DATA FOR -L-
( j PRA R~ s \ INLET 24 l1r/, \ 3 * _ F -TT7- PC 1If45768 +11016 -L- IS 0 4 + 69 (1 50+03-492 11 '1 1111
I- ' " " I Tsai I_ DITCH ~r 1 E ra.6 Lr Qs = 0 4 410 30T ILTJ
W T N r WOODS, E~E (242J9) Ls = 92.000 L= 864676
W Lr I' n F \ * ORT F LT =61334 T = 434557
= cDAr7r FEE LT Triw-- - - BRAGG SE ~y R L ST ==613O30.667 $e = 3449255-000
H ,v v~ i ~%r v " ~I• ~ ~ PROP 2Jm CL 3-5-~ - - _ - I
' \ ~ 1 ~ SECURITY F ~
W CURVE DATA FOR -L-
O SC 4dP95$IE l FR : \ \ ' ` c3' b \
0, o
s l \ {3 4 LATERAL
? Ip i
q Q'I'4 1 _ _ _ _ '
Q/ fi \ \ \ ` BAS DITCH
fST: f 7 CL-B RIP RAP - - - - - - - - - _
D T m 4 E DATA FOR -CDR-
N 349m EST FfLTER fABRa - - 5 ATERAL
° N fDPS . / GUARDRAIL 8~ a,49m AsE DITCH p~$to 45 05.234 PISto
12 F S GRAD 350
141
XR ..:r
Nnl -1
7T 0 599' E E Z _ - Less 9295209$ L m 271b03
/ LT = 61-W T = 135868
Z n -PROF ST =30974 R = 3530300
\
Se _ 002
G
_ _ r9 I
-J s a s Es i ' wooos 7 \ ` END SHLD w °
BERM + WOOD
2 sG1+t `s0BE GNTER 28 s Z
CURVE DATA FOR -COL2-
%
H E v * t rn
N
g , G DING
r
DING ONLY
ONLY wooos €3~y, vv
ti4 77'015 9'£ 6 I -L- SC 45+68935FurDREABIE GuIDERAI\ ,s . \ \ far l ~q' ° 21
/ ~ + CURVE DATA fQR -COL2-
n Sto 47 *06.710
'I'dl • -C- FAYETTEVI (JJER ` , v O P1= r44,f7.4-(RT) APisa 49+21674
=t849'2?e(LT)
AA OD,
llp c r =1 so 7s r = .307-961 .000
00000 se = 0,025
-i9 , RADIN ONE l , G ING\ ~dbY~ N N Se = 40
0-025
v ! . ` - c [TS
T, 77 o,/, CA
- - _ - - -ry- - - - • tr CURVE DATA FOR -RP2D-
RA/ wooos +DO2p cDR- PS ~5 PIS Sto 10+40021 PI Slo 11+30.322
y l 1 * Bs =.743' 2623' ILTJ
2G" :q LT = ~LN9 T L 136J50
77' Or 5 E E
W -CDR - ar . , -1? -CDR-
370.322
00000
° TT
_ -10, WOODS ST = 20 =
U) WO SC = 0.0
6 a 3+81938 -RP2D E
D i N- \ 2 2G .
-TT7-
y _ CURVE DATA
17 RP2 + a G~GUatoRal ~ CU to10+2 .4FOR Ito p+
§ POT 38+e2.510 L u AINI 1 54.594
- 2r27-6J6917.4-(LT) L~~25
c =
Q ~ ~ - ~ 2GI-8 ~ Ei „ • ,li ~ ,i • q 1 ~ - mm ~ ~ ` ' 46466.605 -CDR W \ \ T 28-417 T 8B26
R 150-000
r. k m Ds~s''+3620 - - - - ,,j I Q'1''1'"S~' s \
Se =
e = 002
et
0.02
+ RgF 0 = 4'J' - - - ' d'CJ'I' FORT BRAGG MILITARY RESERVATION T IF-r
DITCH 2l
"Oil 1q,
S 4 O'1'
WTO QI V
Z - -
/ Q 1' ` 5 LATE ND FENCE
J H I +17.664
Q I''I' - BASE DITCH 5 PROP WW I- -BW +2=.065 lr 69.796m 0.T
mm R/W +76- (2952T6/-L- soA25m RT I 0229.001
56 (183,567 +BEGIN 38.8 FENCE
L qo (21528) +35.8 I 99 -t'
000 14 1yx55 EST. D-9 TONS CL-B RIP AAP TAY JOE KEITH I 6 0.T
43 I Q 1 TOMMY JOE KEITH (13919M L VRP2D- SC 10+60 K,10f * (229.311 29.31')
F 4 CLB TONS -
to4 Q4M.
,q DS 2441 PG 104 N CL- R!P RAP EST. 42 SM FILTER FABRIC --go.,
~~e,~•E 7RACT ON EST,42 7FGC7 ONE
3 rOlrs POT 44+03$08
axis .A. FILTER FABR / 01 / 18 'EST.7 SEE SHEET & a FOR l PROFILE
wooos -RP180- TS 44+03$08 LB -CDR- PAC 45+92.M = - :
CL-B RIP RAP
ES7,nb SY 2
FILTER FABRIC -CDR- TS 44+43287 -RP2D- CS 10+00000 (36m RTl SEE SHEETS 21& 22 FOR PROFI PROFILE
(35300m RT! SEE SHEET 24 FOR -CDR-&-RPIBD- PROFILE
ESr.09TOHS CL-B BR RAP wooos SEE SHEET 21 FOR WALL PROFILE
EST. 42 SM FILTER FABRIC SEE SHEET 37 FOR •Tii• PROFILE
RIP 8 SEE SHEET 2.0 FOR DITCH DETAL
SEE SHEET 2•G FOR DITCH DETAILS
I

P CURVE DATA FOR -L- CURVE A FOR - nuts MPAUD NY.- PROJECT REFERENCE No. SHEET NO. b-14 Fl
' l$ 0 + AI m 4 /S 10 1 0 / 10 4 + 1 tf BVTaM' AlAC U-2519E 7 P 47+06.710 21 es = 04'14 YE9 Am 14'!0'3 7'(LT) es = 0'45'14 A = 144l1.4'(RT) 0- g4g 228'(LT) ~"s°' TRI K1W SHEET NO. U-7519DA14
0 ga Ls = 92000 L = 864,67 LS = 92000 L = 121,347 L = 307981 4w xammArow M ROADWAY DESIGN HYDEA000S
CT = 61334 T = 434557 LT = 61334 T = 60.678 T = 154295 ENGINEER ENGINEER
.6 Z ST = 30.667 R = 3.495.000 ST = 30.667 + -TT7- E1` R = 4.000000 R = ?~OOOOQD am lom
_ L z = 0025 p I 15DOOm LT f Se - 00.025 Se = OD25
< 0 X5,11.0,11(4921) WI o f C PRELIMIN Y PLAN
Qu aa° F~ h
a n o -77, j, 4f I I F m xar use coxsntmrma
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= I 7D00m LT w MY.
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- w rc 4WD J
> N S B 47
4Y
sg J N ^~s \ r r ~ -TT7- PT 13+32724 h
-TT7- zzz I I 1-m- she f Ft` p
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43 i r [phone]-
WOODS E} ' a +33D~i 7 (22971) Li END CONSTRUCTION fr S4 ~ O7.
L'6 'f'fl,n • +85DA7 =rT7~ , DRY PovD ENO TIP PROJE U 519E a
FE =971) 7"m RT +60i90--L BEGIN TIP 49+80CT X-00028
r) _L_ POC ,000
(22155) L _ -COL2- POC 49+03.443
4 S 4 S
j No74200~'E UR R/N~° r' '1' 'f' • 111.011,.. ` - _ _ , _ - POC 49+5151
~3C SPECIAL 2 70987m LT PAN' ?Jm CL 3-5 ` - ` -
\ v-~C (23290) SECURIT'l \ \ \ \ FENCE
FORT BRAGG MILITARY RESERvAT10N I I`\' "fl l1 f - -
xQ 1 \ \ . ,p. fl, t Of 69b95m LT -COL2- PRC 47+67.379 I - - ( • ".},fl. , -
Up \ \ J _ ! ~'1 . 1 . F(228b51 = I I L POC 48+6!977 ~1f1 ~lr'O,fl. ,ll - ` - , , we
WOODS,
Q' Q, I I END GRADING BEGIN PAVING I . -
W , 1 - 1 ~'b pa = I I wooos
N
I
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-
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t I \ \ +865A5 i' F - C - h END PROP 2Jm CL 3-S-dY f 0'11.0 r 1' - , `
Effi-
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t.r
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r9 FS
Xy END CONSTRUCTION ,C}
+ ; . = r . . t3\.plll 'I'QII, - _ _ By OTHERS
`DING ONLY F ^
1\ ~ ~ ~ .{!.J/. ~ .-1 ~'l? II ~1,1~`' ~ ' ~ 6 ~I~L?,r; ~ ' _ 0' Clr' 'f' ,
1
& FUTURE 1 1 l i~, _ 2.4 501E
1 7GM8 ry~ WOODS / - _ - {3` Ha CABLE I END CONS(M7(I h/R Iy ~llf,
'vo \ \ a 2GI-A «1rDERaL fl I 1 .
W Fs 20,1~4
p.
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\'o 24
NILL
\ ONLY BY OTHERS
I DING 01 I RIII \ /Q GRADIN
`0 1011 I , - ` , t E 11'0'/' = ' I 14 cla` FS o
a o'1'p 1 I m I END CONSTRUCTION -CDR- CS 49+81567
-C DOS . / I 1 1 /1 N4 WOODS
f 7 52' 21.9' E.. -
o -
q1 .
2' *,46.3, . BL_
N Tr 43' 53.8' E -BL
4i m R ° 4GM41
/5,. W?G b * GIIARDRa n N/H3 AFC
GI I _
,z<S~(, , , 0111 \ -CDR- PT +07,810 s F: BY
- _ , Cajl . 1110,r 1, I yER
END RETaVING wA n0 pQ,f - - _ OT
0,101 _CMz TS 48+3,A,16
- O'n011 lil 1110,1, . , , I ho 1, S
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075 759 - a /9 PIS Sto 50+08242 P1 Sto 11+54594 PI Slo 12+74955 PI S1o 13+24777 AND cin \ \ 6,
(LT) s =1 - 5'(RT) 6s = 3'16'26.6 6'44'05!(LT) 79'54'185'(LT) A= 872 '49J'(RT,II 'I' ''I'C'I' 'l'{ 1110I. 011 • O .
~T = = =80000 LL - 17.632 L = 69730 L = 22.894 - E'1,{'113'' SEE SHEET 19 FOR -L- P
LS RFLE
1 T - x T = 8.626 T = 4L884 T = 14 46 ` C., w SEE SHEET 22 FOR CGL2 PROFILE
135 EF QW42 T = 34.403 LT 53.342 SEE SHEET 24 OR PROFILE
=
50000 R = 15100 0.1, .
300 ST = 26.675 R /50000 R =
R = TOOOOO ST = 26.675 ,3 ~~M \ LX5y1 C9 C1 SEE SHEET 3T FOR •TTT- PROFILE
~$I
R = 3 5 E SHEET 2-2 FOR WALL DETAIL
3 Se = 0.02 Se = OA55 Se = 0.02 Se = 002 Se = 002 j)TeYS CL-B RIP RAP SE
FI T R FABRIC t 'H 2 T FOR IT DETAILS

HARKU PLANS MPAREC IY: m FREE REFERENCE NO. SHEET N0.
N~
aaNarurao=t7Aa~ TRI UR-AW2519E 1
SHEET NO. U-75190A 11
vw
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PIANS MEPARED W: PROJECT REFERENCE NO. SHEET NO.
~t't.$ 9U1M0N]Aa IJ4519E 10
--_-J - _ \ b\ A~h9L¢t9V0 AaVOA TRI R /W SHEET NO. U-2519DA Z3
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~cT - WOODS * Z
N FLAG ALBERT MET2GER
POLE DS 6758 PG T51 FRANK S. SHAW E; 10 JOHN G. SHAW
~ I DB 2524 PG q
G
LT O 170.000m TURN LANE 1 68464r on TAP
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u Z wACNOVIA BANK P/ Sto 20+01,202 PI Sto 24+28.054 PI Sto 11+65600
ec p = 8T 43 283' (1T) L DID Q T~5 PC. 460 p = f 08 453' (LT) p = !2 05' 46l (LT)
1 = 10000! L = 253341 L = 199,041
o. m U y k / T =50002 T= 127J43 T, ;lK / l2 R = 5.OODDOO R = !,200.000 R = 1 0
SE = Q06
6 SEE SHEETS 30 S, 31 FOR -Y2- PROFILE
cc ~~O F se - 0.025 se - 004 SEE SHEET 32 FOR -Y3- PROFILE
SEE SHEET 2 G FOR DITCH DETAILS
O B SEE SHEET 2-H FOR NT DETAIL
b SEE SHEET 2-L FOR ISLAND DETAILS

I
KAN$ MEPAlED BY, PROJECT REFERENCE NO, SHEET N0.
FL49RUC8 If EL-Ta~-W-S -N` M U-2519E 11
CURVE DATA FOR -Y2- cavsim mvYv 9N +R4 TRI RAW SHEET NO. IJ-25190A 26
PI Sto 24+28.054 °0 BA AVJ1f1 ROADWAY DESIGN HYDRWHCS
Q = 12J05'46Jr(LT) ENGINEER ENGINEER
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R = /200.00 PRELIMINA Y PLAN
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PLANS !HEMMED BI PROJECT REFERENCE NO, SHEET NO. H.VRM & BVTOMOSM U-2S19E 12
COAV19XBW dllT!!h'664~ TRI R 1W SKEET NO. U-2519DA 10
4m WWOmm lx~ imr ROADWAY DESIGN HYDRAMCS
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RP/BD- TS 36+47380
1 \
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AT-1 BEG FUTURE RETAINING I II OSTA~ONR II I1 'n
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SEE SHEET 2-G FOR DITCH DETAILS
O k SEE SHEET 2-N FOR SHEER POINT DIAGRAM
2

P AN6 PREPARED rr: PROJECT REFERENCE NO. SHEET N0.
ALOMM & EU7Y~E40NINC RI 112519E 13
R/W SHEET NO. LW519DA 25
uu m n w ROADWAY DESIGN HYDRAUNCS
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Muni PREPARED BY: PROJECT REFERENCE NO. SHEET NO.
MUM & EVTON OY NC U-2519E 14
aavj&zrz a TRI R /W SHEET NO. u Z3190A 36
A4 ROADWAY DESIGN HYDRAUUCS
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SEE SHEETS 33 & 34 FOR Y5- PROFILE
3 k SEE SHEET 2-G FOR DITCH DETAILS

KAN$ MEPAUD RY: PROJECT EEFERENCE N0. SHEET NO.
CURVE DATA FOR -x5- AV RI U-2519E 15
P! St0 0+49125 PI St0 22+43284 R /W SHEET NO. U-2519DA 27
A= 35 44' OOS (LT) A= 2504' 19J' (RT) 'P" AAW~ UUM V MW A° ROADWAY DESIGN HYDEA000S
= 15590 L = 218 96 ENGINEER ENGINEER
T - 80.588 T = )11178 5m 10m
R 3
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I I PRELIMINA Y PLAN
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F SEE SHEET 34 FOR -Y5- PROFILE
SEE SHEET 2-G FOR DITCH DETAILS

nANS MEPMM K: MIOJER REFERENCE NO. SHEET NO.
CURVE DATA FOR -r5- / z,2,o
~ R'0 TRI 519E 16
P1 SY0 17+49125 P1 S1Q 22+43284 iwmmiR
R /W SHEET NO. 0-7i19DA 28
_ 25'OQ /9J'(RT) 4m wivltuusx J= V~AMF ROADWAY DESIGN NYDRWEKS
A= 35'44005~(LT) AL 18.796
7 - 1~(1 T = f In8 ENGINEER ENGINEER
\ \ Sm 10m
Se = 004 Se = Op
PRELIMINA Y PLAN
I / \ \ 1 Iw \ / / \ 1 / / DO Nor um comsmuC
\ \ \ \ II 1~ ~ \ ` \ \ rJ/ / / / } CONSTAEV.
RWREV,
/ 0°
~ I I
\ \ Ipl 1 1 , - ' I ~ I I
/
\ \ I I ORT BRAGG MLITARY RESERVATION
\ I ~\1~ 1' 111 ~ \~\`~\I I
I EST.IB TONS CL-B RIP RAP I
EST. 27 TONS CL-B RIP RAP EST. 59 SM F1UER FABRC `
EST. 92 SN FILTER FABRIC \ 1 - ; 1 \ \ `
-'r EST. 548 CL-B . ONB RIP RAP U n \ - - - ~ I~j
„4 / EST. 59 SM FILTER FABRIC 18OIX1m r5 - LT - f EE(1(
+20 -Tr5- - r59A6Y E E - - E - - - E -
F I I
' M920 E
rn /-,c f _F h
- c f a a O
P.) F -7 - ` 1 1 so
, 43- I c lE -Y p - c, O
+ § -0. ° F E ESE +50DOOETT5- i E------- E FN
E~ 15DOO:m LT / I E Y7
0 C ws2n
- f C E__~-E f 5-
E E ~ 17DOO)m LT~S EST. IB TONS CL-B R1P RAP 1 1 / , }
E- 401A701 TT5- (55.77 ESL 59 SY FILTER FABRIC I I L
N a (4921') I I\ 2
m a fSL IB TONS CL-B RIP AAP
N EST. 58 SM FILTER FABRIC I \ I \
FORT BRAGG MLITARY RESERVATION
1 I /
a -
a a I \
p
p a!!//
a
p/I

a 1 \ Ik.
p 1 /~F~ I
32~ SEE SIEETS 34 6 35 FOR -Y5 PROFLE

MAW PREPAND NY: PROJECT REFERENCE N SHEET N
~ 0, 0.
CURVE DATA FOR -Y5- it BMWOWM, TRI LL251 9E 17
PI Sto 17 *49J25 P1 Sia 22+43289 \ \ <w wirram . ecmL S&M Jw R /1V SHEET NO. U-2519DA 29
35'44'005'(LT) 0= 25p~q~ !9T (RT) \ • + ROADWAY DESIGN HYDRAULICS
L = !55.917 LL ' 218796 ENGINEER ENGINEER
T = 80588 R = 500 sm tom
Se = 004 Se = 0.03
PRELIMINA Y PLAN
DO NOT UM CMSMUC N
~j
yf coK9LRly,
~EO~~ RW RN,
1 \
\1~ Y6' PT

Bra roz W-102)
I
PING N+8T.9T2
- YL g+ L 444 1` ~t1\
1
FORT BRAGG MILITARY r
/ RESERVATION g 1 r
, ~1 1 I „III J r r
r
Q
~ 1~1 IL1~
Z N N R l 11 1~IIW
-Y6- POC 10+52OD0
-TT5- ! 1 SOIL & GaPVE
/
m --ESE-ESE E---E= (4920
G c 1
I 6-.006-
I~t R r I I
201-0 I
N r Y5- SIB 4/ 494'E
/ I ` 1rn
N A 3' / / r ^ ~
-Y - T Sto. 4 =
p~ F : _ - _ - - - - - - - - - - - 201-D -Y6- POC Sto.10+33.429
G / rE E E---_E ----s~r~97
E
O . . - ~E E E
I vim
?tl (492F) I BEGIN CONSTRUCTION
N -Y6- P0^ 10+15.000
I
11 I ; - IW II~66
, / l ~ `C I JN I
Q
In s.
R -Y6 10
! I~
PC I a a
FORT BRAGG MILITARY RESERVATION I
II
- - - - - - - - - - - - - - - -
say
1 \ ' I I II I
\ III I
I i
SEE SHEET 35 FOR -YS- PROFILE

K" MEPMRD m PROJECT REFERENCE N0. SHEET NO.-
tpIORMArBU M tM U~519E 10
CoN80L7ZV0 8NOW6aRA TRI R /W SHEET NO. U-2519DA 35
4roa ~ sum V8ZMV AV
ROADWAY DESIGN HYDRAUUCS
-AML
ENGINEER ENGINEER
5m 10,n I
PRELIMINA Y PLANS
DO NOT vsa FOR aNmcU=GN
ONA.REV. I
It /w REV.
82
I
I
w Eli
I
I
78 7R
I
I
719
79
I
I
74 74
I
I
72
I
I
70 70
I
68
SEE SHEETS 4 i 5 FOR PLAN I
39+00 +2D +40 +60 +80 40+00 +20 +40 +60 I
41- I
I'
l
84 84
I!
I
I
I.
I'
80
I,
I'
78
I
I
. I,
li
74
I
. f,
72
I
70
70
I'
I
68
I,
SEE SHEETS 4,5 d 6 FOR 4- PLAN II
+60 +80 41+00 +20 +40 +60 +80 42+00 +20 +40 +60 +60 43+00 +20 +40 +60 +80 44+00 I'

CULVERT DATA SUMMARY PLANS ME1AI ffl By: P0.0JECf REFERENCE N0. SHEE1 N0.
DESIGN DISCHARGE = I0J9CN5 JT4 CJ & 9U1M90NZM p "6191 19
DESIGN FREOOENCY = 50 YRS~ TRI R /W SHEEr NO. U-2919DA 96
DESIGN HIGH WATER = 51.40 m Amu WAVIME499 Aavn, Mrr M
AAIMM AV 17p7 ROADWAY DESIGN HYDRAUUCS
78 100 YR DISCHARGE = Il33CNS ENGINEER ENGINEER
100 YR 104 YRS Sm Q 10,m
170 YR HIGH HIGH WATER = 6154 m m
OVERTOPPING FLOOD ELEV - 67.40m YOOO 76 USK FM FREOIIENCY = 5004 YRS PRE LIMIINAA YYSPLANS
DISCHARGE N
CONST.RE9.
74
0.hy REV.
70 70

64

60

SEE SHEETS 6 6 7 FOR Ir FIAN
44+00 +8+0 45+00 +20 f40 +60 +80 46400 +20 +40 +60 +80 41400 +20 +40 460 +80 48400

78
78
76

74

i
72
70
70

I

I
64

56

SEE SHEET 1 FOR 4 FLAN
- I I , I ff ff
a 46+00 +20 +40 +60 4180 49+00 +20 +40 +60 +80 50+00 +20 +40 460 +80 51+00 +20 +40

PLANT PAE?ARO n, PROJECT REFERENCE N0. SKEET N0.
1c U-7519E 10
QONBULTWO iaVOWBJP~ TRI R/1Y SHEET NO. U-25190A 40 i Al
mn wserra4BB XVA BMW OF
wrma~Netnpf ROADWAY DESIGN HYDRAULIC
S
ENGINEER ENGINEER
82
5m q tOm
W%ew
PRELIMIN Y PLANS
80
DO NOf U8B P~ WNSIROLTON
CONST REV
RM' REY.
-COL1-
74
74
729
72
70
70 --4 ME
64 lip I
r rip
SEE SHEETS 17 & 5 FOR -COL1- PLAN

35+00 +20 +40 +60 +80 36+00 +20 +40 +60 +80 37+00 +20 +40 40 +80 36+00
-

80
Coll-78
78

74

72 72

70

64

i
60
60
SEE SHEET 5 FOR -COL1- DEAN
a 38400 +20 +40 +60 +80 39400 +20 +40 +60 +80 40+00 +20 +40 +60 +80 41+00

FLAN! 1AEPAREO BY, PROJECT REFERENCE NO.. SHEET NO.
RI U 1319E 91
Am WZ47 9A&F XP ABMW M R /W SHEET NO. U-2519DA 46
ALUM4AC'l/p! ROADWAY DESIGN HYDRAIAICS
88 ENGINEER ENGINEER
Sm Q 1D,m
PRELIMINA Y PLANS
86
m mm ma rai rnxmxvcnorr
CONSTJIEY.
84
RNI KEY.
-COL2-
80
80
78
76
74

72

70

66

SEE SHEET 4 FOR -COLT- PLAN
+60 +80 38+00 +20 +40 +60 +80 39+00 +20 +40 +60 +180 40+00 +20 +40 +60 +80 41+00
-COL2-

82

80

78

76

7
74
72

p - - 70
4 -01- -PM V-U
68
68
66 66

64

62

SEE SHEETS 4 & 6 FOR -COLT- PLAN
s 41+00 +2p +40 +60 +80 42+00 +20 +40 +60 +80 43+00 +20 +40 +60 +80 44+00 +20 +40 +60

PLAINS PEEPAKED Vi PROJECT REFERENCE NO, SHEET NO.
A=U & JONAC U"-2519E
22
COMULIM TRI Rnv SHEET NO. U-1519DA 47
MW IPl'81C UM BZ ems! OW
MR
AALEM9AVSAW ROADWAY DESIGN HYDRALRICS
78 ENGINEER ENGINEER
Sm Q 10,m
76 PRELIMINA Y PLANS
DO 140T FOR
CONSLREY.
7 !M' REV.
-COL2-
72
70
68
M 4--
66
64

SEE SHEETS 6 d 7 FOR -COLT- PLAN
+60 +80 45+00 +20 +40 +60 +80 46+00 +20 +40 +60 +80 47+00 +20 +40 +60 +80 48+00 +20
-COL2-

76

74

go. go
72
70

69

66

64

60

58

56

SEE SHEET 7 FOR -COL2- PLAN
~3 LE+20 +40 +60 +$0 49+00 +20 +40 +60 +80 50+00 +20 +40 +60 +80 50+00 +20

PLANS PUP 0 rv~ PEOJECF REFERENCE ND. SHEET NO.
----_N1 LL-2519E 25
caYSairwv 8NOW8dJP6 TRI LL-2519E R nV SHEET N0. LL3S19DA 56
®a wa~rea~aa acvn,ema as
AAU=g AV tlA7I ROADWAY DESIGN HYDRAIRJCS
ENGINEER ENGINEER
86
5m 10m
PRELIMINA Y PLANS
DO NOT Un IO0. WNSIRUCIfON
84
Cow.RE9.
82
Rm REV.
-RP1BD-
78
76
T
72
70 70

68 68

66

SEE SHEETS 12 R 5 FOR -RRIBD- PLAN
+80 36+00 +20 +40 +60 +80 37+00 +20 +40 +60 +80 38+00 +20 +40 +60 +80 39+00 +20
-RP1 BD-

86

84

80

78

7

4

72
7
70

66

66
66
SEE SHEET 5 FOR -MBD- PLAN
3 +20 +40 +60 +80 40+00 +20 +40 +60 +80 41+00 +20 +40 4w +80 42+00 +20 +40 +60 +80

i
nANS PREPARED m PROJECF REFERENCE NO. 5J 9E SMEEuF NO.
'wBm & & szvc IFa
GgN9pygprp 12 TRI R/W SHEET NO. U -25190A 51
Am WzmtuAW 9LRD„ BZUM fM
RALWAA SW ROADWAY DESIGN NYDRAINCS
ENGINEER ENGINEER
78 Sm Q 10,m
Af)t::iw not!
PREL[MINA Y PLANS
m CONSTRucnos
76
CONST.M.
0.AY KEY.
74
PMBD- & -CDR-
1 72
72
70
~I
68
66
64
60
58
58
i
SEE SHEETS 5 i 6 FOR alP1SD PUN
-ME a
SEE SHEET 6 FOR -CDR- PUN
t40 +60 t80 46+00 t2O +40 t60
+80 43100 t2O +40 +60 t80 44+00+40 +60 +80 45+00 t20
-CDR-
78
78
76
74
72
7

68
68
66

64
64
62
62
60

56

SEE SHEETS 6 & 7 FOR -CDR- PUN
50+00
+80 47+00 +20 +40 +60 +80 48+00 +20 +40 +60 +80 49+00 +20 +40 +60 +80 t2O

I
now ruruoo n: PROIELT REFERENCE NO. SHEET N0.
HOBKVCJ & at scum U-2519E 25
TRI R/W SHEET NO. 2519DA d5
Artno$rvcHecROADWAY DESIGN HYDRAULICS
pw ENGINEER ENGINEER
P7 S lo®m
PRELIMINA Y PLANS
82 m va FM CONSrnocnm
-RP2B-lift
CGNSLREY.
80 Rnv REV,
78 78
76 76 =El
74 74

72 T2

70 70

68
I
66 66

64
SEE SHEET 4 FOR alP1R PLAN

10+00 +20 +40 +60 +80 11+00 +20 +40 +60 +80 12+00 +20 +40 f60 +80 13+00 +20 +40
~ -RP2B-

82 82
I
80 80

78 78
I
76 76

74 T4

72 72

70 70

68

66 66

64

62 62

SEE SHEET 4 FOR -RP2LF- PLAN
+40 +60 +80 14+00 +20 +40 +60 +80 15+00 +20

I

PROJECT REFERENCE NO. SHEET NO.
PLANS PREPARRD IM
)Towa
CONSUL19Vll~ MSG TRI uadT9E 16
4M WSMEAM AM BMM dff R/W SHEET NO. U 1S19DA 46
AILW$NC JIRDI ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
im Q 1Om it
PRELIMINA Y PLANS
82 M NOT Tye FOR COWMM ON
CONSTJIEY.
R/1V REV.
7
76
76
t2ml
I
74
I
72
70
70
PIPE DATA SUMMARY
DRAINAGE AREA (HECTARES)= 1.46
DESIGN FREQUENCY = 50YR5 68
DESIGN DISCHARGE = ow CMS
DESIGN MP ELEVATION = 7189 m
100 YR DISCHARGE - 030 CMS
lp0 YR MW ELEVATION - 71.91 m
66
66 OVERTOPPING FREQUENCY - 500+YRS
OVERTOPPING DISCHARGE = I.4B CMS
RT PI
ELEVATION - 7623 m
E-- 64
64
I
SEE SHEET 4 FOR 4.P46- PLAN
10+00 +20 +40 +60 +80 11+00 +20 +40 +60 +80 12+00 +20 +40 +60 +W 13+00 +20 +40
-SPUR)B-
-LP2B-
82 82 80
80
80 78
80
76
78 78 76
Z-- 40 22-r
7
i
74 74 72
72 72 70
70 68
70
I
68 68 M
64
66 66 64
64 64 62
60 60
62
SEE SHEET 4 FOR 4P13- PLAN SEE SHEET 4 FOR .SPUR2S- PLAN
+40 +60 +80 14+00 +20 +40 10+00 +20 +40 +60 +80 11+00

RAJT PurAUD By- PROJECT REFERENCE NO. SHEET NO.
FLOWO & BMWOSM U$619E :T
N )iN(Jmi Rw TRI RnN SHEET NO. U-2519DA 67
4W WAVIM Bd BdVA ROM OW
AtMagAV.Mmer ROADWAY DESIGN HDRAUUCS
PIPE DATA SUMMARY ENGINEER ENGINEER
80
DRAINAGE AREA (HECTARES)= 336
DESIGN FREOUENCY - 50 YRS Sm p 10,m
DESIGN DISCHARGE 074 CMS
78 DESIGN HIN ELEVATION - 69.12 m PRELIMINA Y PLANS
K10 YR DISCHARGE = OB2 US m NOT Um aoq co srnVCHM
100 YR HW ELEVATION - 69.11 m
OVERTOPPING FREMENCY = 200+ YRS CONSTALY.
76 OVERTOPPING DISCHARGE - 1.61 CNS
ZZA AIRY P)
=IOB m R~
16 E AT ION
74
74
72 - 72
70 70
68
66
66
64
62 62
60 60
SEE SHEETS S t 6 FOR -MD- PLAN
10+00 +20 +40 +60 +80 11+00 +20 +40 +60 +80 12+'00 +20 +40 +60
-RP1Q-
80
78
78
76 T6
74 74

72 72

70
TO
FEE-
68
66
66
64 64

62 62

60 60

SEE SHEET 6 FOR 4tF7D- PLAN
+60 +80 13+00 +20 +40 +60 +80 14+00 +20 +40 +60

PIPE DATA $(IYNAi?Y PLANT nePAUD n. PROJECT REFERENCE ND. SiEEf N0.
DRAINAGE AREA (HfCTARE5)= l97 ROR>41'C& & MM 117519E ZS
DESIGN FRfOUENLY = 50 YRS aavsazrwa TRI R /W SHEET NO. U-2519DA d!
DESIGN DISCHARGE - 0.53 CMS ZLM amps
wr~ntmu~ ROADWAY DESIGN HTDRAUl1C5
DESIGN Hw ELEVATION = 6938 m ENGINEER ENGINEER
84 !00 YR DISCHARGE - 057 CMS
I(p YR HN ELEVATION = 69.87 m Sm Q 1 i0m
DVERrOPPING FREDUENCY - 200+YRS
OVERTOPPING DISCHARGE = OBI CMS PRELIMINA Y PLANS
W NOT Um FM CGN MUCTMN
RT PIN FIFVATIQN
= 7 m
'MM: CONSTOIEV.
0./W KEY.
80
AP2D-
78
76 r =77:
74
72 -ZL-
70
68
66
64
64
SEE SHEET S FOR 4P7D- PLAN
ro+00 +20 +40 +60 +80 #+00 +20 +40 +60 +80 12+00 +20 +40 +60 +80 13+00 +20 +40
4P2D -SPUR2D-
82 80
i
78
80
78 76
78
76 76 74

7.2
74 74 72
7 7
72
EEEtHll 68 68
70 ~iE 5-0-s D
68
66 68 66
64 64
66 66
r; 4 62

60
62 6 60
SEE SHEET 5 FOR 4.P7D- PLAN SEE SHEET 5 FO0. ~PUR7D- PLAN
+20 +40 /0+00 +20 +40 +60 +80

NAN! PurAUO rt, PROJECT REFERENCE N0. SHEET N0.
FLO & 9UT=OV NC U-25191 29
cawzzrzvv
.M wAffmwx mm
TRI R/W SHEET NO. U-IS19DA 78 BMN ow xuua$vetnnr RO ~GINE~H E ENNGIINEERR
82 am--=
Sm Q 1D+m II
PRELIMINA Y PLANS
80 I
DO NOP w FM WNBIRUCPON
CONSLREI.
R/W REV,
78
Y2-
76
i
I
72
70
70
68
66
66 66
64

SEE SHEER 8 8 9 FOR -YI- IMAN
+60 +80 8+00 +20 +40 +60 +80 9+00 +20 +40 +60 +80 10+00 +20 +40 +60 +80 u+00 +20

78 78

76

74
74
72

70

66
68
66

64

6.0

60
60

g SEE SHEETS 9 & FOR Y1- PLAN
+20 +40 +60 +80 12+00 +20 +40 +60 +80 13+00 +20 +40 +60 +80 14+00 +20 +40 +60 +80

P LAM PREPARED Rn PROJECT REFERENCE NO. SHEET NO.
XOJ?&M d JyJNC U-2519E 30
aaAaucr~vo TRI R AW SHEET NO. U-2S19DA 79
AM WAVILWASS X amts 'm AdamgAV"wr ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
86
Sm p 10,m
PRELIMINA Y PLANS
M NOT USE FM W SIRUMOK
CONSTJJY.
R92 RAY MY.
-Y2-
80 80
I
76
76 76
74 74

T
--70
]AMR till=
66
66

SEE $I f2 PLAN
+80 15+00 +20 +40 +60 +80 16+00 +20 +40 +60 +80 11+00 +20 +40 460 +80 18400 +20 +40
-Y2-

80
li
78

76 76

74
74
T2
72
0 - - -

66

66

64
64
6.2

SEE SHEETS 5 8 10 FOR Y2- PLAN
+40 +60 +80 19+00 +20 +40 +60 +80 20+00 +20 +40 460 +80 21+00 +20 +40 +60 +80 22+00
i

i

PLANS PREPARED m PROJECT REFERENCE N0. SHEET NO.
1FZOJ36NC9 N W519E 31
NZ Off TRI R/W SHEET No. U 1S19DA EO
4W XZ97V2rA&WVABZ=
auUM AVJMF ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
82 sm q 1o~e
PRELIMINA Y PLANS
''S~IIRR M NOT V96 MR wNrMUCTMN
80
78 RAY REY.
a -Y2-
76 76
14 14
72 72
TO TO

68 66

66 66

64

62
62
SEE SHEET510 6 11 FOR -Y2- PLAN z_- -
22400 +20 +40 +60 +80 23+00 +20 +40 +60 +80 24+00 +20 +40 460 +80 25+00 +20 +40 460

i
i
~ i
i

I

I

460 +80 26+00 +20 +40 +60 +80 27+00 +20

PLANS PREPAUD Hi PROJECT REPEIIENCE NO. SHEET NO.
l1IOR&N!~ U-1519E 37
cavBMTZW MU TRI R1W SHEET NO. U-1S19DA 81
AAUMAAV JMF ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
5j Q 1 i0m
PRELIMINA Y PLANS
OD N T USE Rat CONS UMON
82
PIPE DATA SUMMARY CONBTREY
DRAINAGE AREA (HECTARES)- 79 ho
DESIGN FREQUENCY = 25 YRS lAY Gy
DESIGN DISCHARGE = OJ4 CMS
DESIGN HW ELEVATION TI.41 m Y3-
100 YR DISCHARGE = 076 CMS
!00 YR HW ELEVATION - 71.46M
T
78 B
OVERTOPPING FREQUENCY = 500+YRS
OVERTOPPING DISCHARGE - 33 CMS
OVERTOPPING ELEVATION = 72DO to
76
76
74
72
70
PIPE DATA SUMMARY
DRAINAGE AREA (HECTARES) - 2.4 M
DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE = OJI CMS
DESIGN HIM ELEVATION = 70-5-
Y R DISCHARGE = 035 CMS
/00 YA HW ELEVATION - 7099 m
64
VERTOPPING FREQUENCY = 500- YRS
O
64
OVERTOPPING DISCHARGE - -52 CMS
RT PI AT = 71 m
SEE SHEETS 70 4 6 FOR Y3- PLAN
10400 +20 440 460 +8o n+00 +20 440 +60 480 12+00 +20 +40 460 480
82 -Y4- 82
80
80
18
78
I
76 76
74 74
7.9 72
70
70 -
66
66
66
PIPE DATA SUMMARY
DRAINAGE AREA (HECTARES)- 282 Ip
DESIGN FREQUENCY = 25 YRS 64
64 DESIGN DISCHARGE = 0A64CMS
= 6899 m
DESIGN hW ELEVATION
400 YR OSCHARGE = 0075 CMS
IOpYRHW ELEVATION - 69.01m 62
62 OVERrOPPMYO FREWfNCY =500++YR5
OVERTOPPING DISCHARGE - .44 CMS
OVERTOPPING E.EVATION = 7 m
60
60
W SEE SHEET 5 FOR -Y4 PLAN
10+00 +20 +40 +60 +80 11400 +20 440 +60 +80 12+00 +20 +40 460 +80 13+00

MANS PREPARED RYt FROIECT REFERENCE N0. SHEET NO.
FLOWU & B02g irAwa U -2519E 33
CRIYPOL49V0 mYaweu6 TRI R 1W SHEET NO. U-25190A, 42
jaw BLM BE= W
BAdsi AAA lMCI ROADWAY DESIGN HYDRAIIIICS
ENGINEER ENGINEER
Sm Q t0,m I
PRELIMINA Y PLANS
DO NVf UBB PUR CIXTSMUCTON
86
COW.REY.
It /w MY.
' -Y5-
82
80
78 78
84 Mg EdA 70
76
74
74

70

SEE SHEETS 13 6 14 FOR -YS- FLAN
10+00 +20 +40 +60 +80 11+00 +20 +40 +60 +80 12+00 +20 +40 +60 +80 13+00
-Y5-

86
86
84
84

80
80
78
7
76 76

74 74

7 72

T
70
6-8

SEE SHEET 14 FOR -Y5- MAN
66
a 13+00 +20 +40 +60 +80 14+00 +20 +40 +60 +80 15+00 +20 +40 +60 +80
I,

PLANS FAEIAAlD Rr: PROJECT REFERENCE NO. SHEET NO.
~1NG RI U-1n9E u
m XMIMSM ALVAREM 4ff R /W SHEET NO. U-2514DA 59
AALMVAJM MW ROADWAY DEA GN YDRRAUUS
84 Sm p tO,m
PRELIMINA Y PLANS
82
~~p,pl 30 NO]' 113[ FW{ CONSfROC310N
CON3T,RR?G
RM EEV,
Y5-
78

74
i
72
46
70
PM
70
68
PIPE DATA SUMMARY
DRAINAGE AREA(HECTARES)= 425
66
DESIGN FRECEIENCY 25YRS
DESIGN DISCHARGE - 0.41 CMS
DE56 N FAt ELEVATION 7431 m
64
0.47 CMS
100 YR DISCHARGE -
YR FAV ELEVATN)AI = 7437m
dO0 VERTOPPING FREIXIENCY - lOp+YRS
OVERTOPPING DISCHARGE = 55D CMS
SEE SHEETS 14 & 15 FOR -YS- RAN
MME~
RT PI 1pA/TI - ME mm ry~ ~
80 16+00 +20 +40 +60 +80 ~ +20 +40 +60 +80 18+00 +20 +40 +60
Y5-
82
80
78
76
76
74
SKE
T2
Fit 70
70
68
i
66
62
Sr~:SEE SHEETS 15 S 16 FOR -YS- RAN
3 +60 +80 19+00 +20 +40 +60 +80 20+00 +20 +40 +60 +80 21+00 +80 +40

PLANS PREPARD By, PROJECT REFERENCE NO. SHEET NO.
=BM N 117519E 35
aaYaoiraw aNOm9rax6 TRI R /W SHEET NO, U-25190A 94
AM A881C9A9S' VD, BURS' NB
RIS~88, AOBLBPS7P ROADWAY DESIGN HYDRAULICS
ENGWEER ENGINEER
5m Q tOm
PRELIMINA Y PLANS
M NVP Un FVR C NSTItuC m
CONSTJIEY.
R/W REY.
78
Y5-
76 ZfL
7
74
I
70
70
66
66
66
I

SEE SHEETS 16 S: 17 FOR -Y5- PLAN
+40 +60 +80 22+00 +20 +40 +60 +80 23f00 +20 +40 +60 +80 24100 +20 +40 +60

i

I

i

I

PUNS PWA ED rr: PROJECT EEFEEENCE ND. SHEET NO.
~m TRI uas14E 96
AM iPae MUM BLVA tmss nr R /W SHEET NO. U-23190A 92
A&LUG$dt mer ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
84
Sm Q 10,m lil
PRELIMINA Y PLANS
DD NOT V96 P0A CO[iS1ROC110N
CONSTAEY.
RM IEK
80
-TT6-
78 M.
76
74
72 79
70 70

68 66

66
I
64 64

SEE SHEET A FOR -TT6• PLAN
+60 +80 IT+00 +20 +40 +60 +80 18+00 +20 +40 +60 +80 19+00 +20 +40 +60 t80
TT6-

78

76

74

7-9
72
,VIM
70 70
68
66
66

62
~ I
60
60
56 56
-
SEE SHEET 4 FOR -TT6- PLAN
+80 20+00 +20 +40 +60 +80 21+00 +20 +40 +60 +80 22+00 +20

Purrs PREPARED M. PROJECT REFERENCE NO. SHEET NO.
HIORMU & EUIMBOffAV LL-2519E 37
Y2 ~MFAW
TRI Rnv SHEET NO. U-35190A 93
aALdlax AV HAA ROADWAY DESIGN HYDRA UCS
80 ENGINEER ENGINEER
Sm Q 70m
78 PRELIMINA Y PLANS
OD NO 1I~ POR CON9muM1
CONSLEN.
RM EEK
76
m-
74
74
7
72
70
68
66
oil
64
62
60
I
SEE SHEETS 6 JL 7 FOR -TT7- PLAN
10+00 +20 +40 +60 +80 11+00 +20 +40 +60 +80 12+00 +20 +40 +60 +80
77-
i
80 80

78
78
76

74

=9 72

70 70

68 i
68
66 66

64
64
62

60

SEE SHEET 7 FOR -TT7- PLAN
+60 13+00 +20 +40 +60 +80 14+00 +20 +40 +60 +80 15+00 +20 +40 +60 +80 16+00