20080737 All Versions_Maps_20080425

ft" noun m"w"m
~p ,c U-2519DA

NORTH CAROLINA IR~ RA~m r.~
STATE 1V~~A~~ 34817.1.2 HF NHR-0100401 and thIliSet
Sae g 1 A Fa IrAex of $At~s g 34817,2,4 HF-t0D CONST.
s B for Cotwol~syntas DIVISION OF H 34817.3.9 NH -0100
z;u , va ALL DUAEN3I IN
for THESE FLANS AN IN METERS
his WLUMMRS
5vm. CouNTY UNLES5i0
L,AN
CU1VtBER
N J7O0
4 OUTER LOOP
fORT ERRS YttIfNM 7 pE
~a,AY U~ LOCATION: FAYETTEVILLE
FROM EAST OF SR 1415 TO WEST OF
C I 20 0" y~z NC 24 (BRAGG BOULEVA~ PAVING.,
F WORK: GRADING, DRA SIGNING)
°a TYPE O STjZUCTURES., CULVERTS,
WIDENING, RETAINING WALL SIGNAL
o ao~'
$ VA, a>F° ~ FAYEIIEVIILLE
VICINITY MAP ~
0 ~f o
.pvu
o t Trx+ '
EN ~ „ .n roc $
SEW lltidGL E"D CO,RT
b Pol Kj.pS.>69 a544
.4t 2- rot 0.OD0
W IR00L
F • E6 roT 0~
TQ p95
4 #
POT 9+80.000 U 1 DA X100
-I,- POT 996+ G T '
2519CB eca T Ei0
END R'W PROJECT ..wn1 y}
EN [A00En192.0IN ~ f~N
a•
JECT U-2519E
Fi0 ea6T ' 9 IPJ I TIPRPRO1ECT
10 KW ~
•vc- rm
x
•TF POT EM6t%9
1 D car roT ~.a• pBp ro, shtuss
0 2 B I TIP PR
p +40. .aP:o- roc N•9+.m0 ro, eo.zn
-COLT- POT 20+40.000 Iaueoc PRI3LIMINARY PLANS
-C DOT 20+40.000 PP06 "
W NDl' U18 POx WPx1RDC1A
4 n• SIL
N 0p4TR1 Q. • n SeL IOC sic. 63.60.000
BE PERFORMED TO THE LIMITS ESTABLISHED BY
LI
AYS
V CLEARING ON THIS PROJECT SHALL METHOD BI ON STATE MAINTAINED ROAD GE5. DMSION O YIIGAII O
NORM CAROLIIYA
METHOD 11 ON FORT BRAGG ROADS, 11YEIRAELTCS ENGnR STA72 OJT
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES.
FLANS PREPARED By' (~N INC
y THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES • E Y
p~p~~
zvo JPl1 as
PROJECT LEJVGTJY ~g OF BLVA, sum DESIGN DATA
1.675 KN OF GJTAP~C SCALE LENGTH RpppwAY TIP PROJECT U-2519DA 0 0.225 KM. PREPARED FOR THE ADRiN CAROileA pEPARTwE~ iRAMSPd1iNi0N ~
10 ADT 2007 = 27300 LENGTH STRUCTURES TIP PROJECT U-2519DA L900 KM' 206 ST'~D :u:c I Lh R[~Y P.E.- RpgpWAY DESIGN
ADT 2030 - 66200 TOTAL LENGTH TIP PROJECT U 2519DA Rr~ OF WAY DATE, ~ r
..~..ev w RARE
PLANS pF{V = 9 ~ ~'e-
i t p = 55 % Lg1=G DATE; P+ nsTm Pa
naa svc
= 12 % nF ""coo to 20D~B Ps 22
ORII,ONTAL) T cep S H~LLEy~~' "'cw'a"°
(DUALS 8 4 % NCDOT CONTACT. yLOWAT AEEIGN'rteol~T
z~i O PROFILE (H TTST ~ NOTE: EB LANE BRIDGE STATIONING USED 10 DETERMINE
V = 110 lar?h LENGTH OF STRUCTURES
j W PROFILE (VERTICAL) FUNCT CUSS ° INTERSTATE
Z

nAHf Kc PROD. REFERENCE NO. aN&T Na.
STATE OF NORTH CAROLINA ~JW NAx TRI -25WA ~-a DIVISION OF HIGHWAYS

'S.U.E = SUBSURFACE UTILITY ENGINEER

CONVENTIONAL SYMBOLS BUILDINGS & 0
ROADS RELATED ITEMS 17iER CULTURE
Edge of Pavement MINOR Recorded Water Line - Buildings
Curb - Head & End Wall cc-;w w\ Designated Water Line S.U.E! i- - Foundations rJ
Prop. Slope Stakes Cut - c Pipe Culvert ~ - - - Sanitary Sewer -SS-SS- Area Outline I
Prop. Slope Stakes Fill - _ _ F Footbridge------------------------------------- r - - - - - < Recorded Sanitary Sewer Force Main -FSS-Fss- Gate
r
Prop. Woven Wire Fence E) 8-- Drainage Boxes_______________________________ CB Designated Sanitary Sewer Force Main(S.U.E.")- FSS-fSS - Gas Pump Vent or UIG Tank Cap
Prop. Chain Link Fence - E3 E3 Paved Ditch Gutter - - - Recorded Gas Line Church
Prop. Barbed Wire Fence -0 0 Designated Gas Line (S.U.E.r)
---0--G- School

Prop. Wheelchair Romp © UTILITIES Park
Pole 0 Storm Sewer---------------------------------. S-SExist. Guardrail - r - -
- -
Recorded Power Line Cemetery J
Prop. Guardrail Exist. Power Pole 1
Designated Power Line (S.U.E.*) Dam
Equality Symbol - - - - - - - - Prop. Power Pole b
Sign o
Pavement Removal Exist. Telephone Pole +
® Designated Telephone Cable (S.U.E.7 _T_ _ Well o
Prop. Telephone Pole Small Mine
Exist. Joint Use Pole -4- Designated Recorded WG USG Telephone
CondConduit __S_._U_._E_.__ - -TC-Te-
Telephone Conduit
Baseline RIGHT OF WAY x
P ( --TC--TC-- Swimming Pool

Contra Point ? Prop. Joint Use Pale b Unknown Utility (S.U.E.1 -Tunn-
Existing Right of Way Marker----------------- Telephone Pedestal 0 T TOPOGRAPHY
Recorded Television Cable - -
TY - Loose Surface
Exist. Right of Way Line vyMarker $ -
Exist. TV Pedestal © Designated Television Cable (S.U.E.1 Prop. Right of Way Line with Proposed --TV- -TV-- Hard Surface
Hydrant Recorded Fiber Optics Coble -FO-FO-
WW marker Iron Pin & Ca Change in Road Surface
P) A Satellite Dish 29 Designated Fiber Optics Cable (S.U.E.*) __FO--FO-
Prop. Right of Way line with Proposed Curb
Exist. Water valve ® Exist. Water Meter p

(Concrete or Granite) RAF Marker Right of Way Symbol
Riw
Sewer Clean Out © USG Teat Hole (S.U.E.*) 0
Exist. Control of Access Line cl-- Guard Post ocP
A, Power Manhole © Abandoned According to UG Record .TTOO
C End of Information Ml Paved Walk - - - - - -
Prop. Control of Access Line Telephone Booth m
Exist. Easement Line - - -E- © Bridge
Water Manhole BOUNDARIES & PROPERTIES
Box Culvert or Tunnel ~
Prop. Temp. Construction Easement line
E- Light Pole a State Line

Prop. Temp. Drainage Easement Line TDE- Ferry - - - - -
H-Frame Pole rr--rr County Line
Prop. Perm. Drainage Easement Line Culvert
Power Line Tower
® Township Line Footbridge Pole with Base o City Line

Trail, Footpath
Stream or • Body of Water Gas Volvo
- 4 Reservation Line _ - _
GasMeter -----------light House
Flow Arrow o Property Line
Disappearing Stream Telephone Manhole 0 T Property Line Symbol VEGETATION
Power Transformer 0 R Single Tree
Spring Exist. Iron Pin o
Sanitary Sewer Manhole ® Single Shrub c
Swamp Marsh Property Comer -
Shoreline - - - - - - Storm Sewer Manhole 0 + Hedge ,
Property Monument
Falls, Rapids----------------------------------- ~ Tank; Water, Gas, Oil Woods Line------------------------------------
Property Number 123 Orchard
Prop Lateral, Tail, Head Ditches Water Tank With Legs 4QCratQ
M Parcel Number 6 F-- for O Vineyard =114=
Traffic Signal Junction Box xis Fence Line -x-x-x_ RAILROADS MAJOR Proposed - Fiber Optic Splice Box r rr ~ ISDr
Existing Welland Boundaries - _TLe- _
Television or Radio Tower Standard Gauge------------------------____--
Brid a Tunnel or Box Culvert CohC posed Wetland Boundaries
g ' C--~ RR Signal Milepost o

Bridge Wing Wall, Head Wall Utility Power Line Connects to Traffic Existing Endangered Animal Boundaries-_-___ -rLB-
3 y Signal Lines Cut Into the Pavement---------__ -~S-TS- - - Eae- - Switch O swrw
3 and End Wall )CO"C w< Existing Endangered Plant Boundaries _
9u py
" ` - - re'WSW 2125197

PAVEMENT SCHEDULE KAN$ PREPARED 1Y: PROJECT REFERENCE NO. SHEET NO.
91 AMR7 J BMWONM U-2519DA 2
MM&ay c*
TRI
rrEAA DESCRIPTION CYJA VZ22 O
arA wjwTUzAEw 9WA.Mor or R /W $MEET NO.
AALZVZXAVimp ROADWAY DESIGN AVEMENT DESIGN
O 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. NOTES: 1. ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS ENGINEER ENGINEER
OTHERWISE NOTED.
O Prop. Approx. 80mm Asphalt Concrete Surface Course, Type S9.5C, at an Average Rate of 96 kg. Per SQ. Meter In each of two layers. 2. SHOULDER ROLLOVER NOT E1OF I0.06 ~
11
3. USE 4:1 MAX SLOPE ON INSIDE NTERCHANGE, RE1.t1 TAItJI 411V
4. SEE PLANS FOR LOCATION OF ACCELERATION AND . ur
.sed aec..
O Prop Appro.40mm Asphalt Concrete Surface Course, Type S9.5C, at an Average Rate of 96 kg. Per SQ. Meter. DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
INTERSECTION TURNOUTS.
OUTSIDE BE HALED ON BOTH
® Prop. Approx. 80mm Asphalt Concrete Surface Course, Type 59.513, at an Average Rate of 96 kg. Per SQ. Meter in each of two layers. 6. RUMBLE STRIPS SHALL THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
Yh9T11 STD 665.01.
OG Prop. Approx. 50mm Asphalt Concrete Surface Course, Type 59.58, at an Average Rate of 120 kg. Per SQ. Meter.
C5 Prop. Var. Depth Asphalt Conaso Surface Course, Type S9.5, at an Average Rate of 2AO kg. Per M Meter Per imm Depth, to be placed In layers not to exceed 50mm In depth.
e 0 Prop. Approx. 65mm Asphalt Concrete Intermediate Course, Type 119.00, at an Average Rate of 159.25 kg. Per SQ. Meter.
0
D1 Prop. Approx. 80mm Asphalt Concrete Intermediate Course, Type 119.0C, at an Average Rate of 196 kg. Per SQ. Meter.
D© Prop. Approx.100mm Asphalt Concrete Intermediate Course, Type 119.0C, at an Average Rate of 245 kg. Per S4 Meter.
O Prop. Approx 110mm Asphalt Concrete Intermediate Course, Type 119.0C, at an Average Rate of 269.5 kg. Per SQ. Mohr. €
O Prop. Appro. 65mm Asphalt Concrete Intemudkft Course, Type 119.08, at an Average Rate of 159.25 kg. Per SQ. Meter. 2.4 25.0 R
O Prop. Var. Depth Asphalt Concrete Intermediate Course, Type 119.0, at an Average Rate of 2.45 kg. Per SQ. Meter Per 1mm Depth, to be placed in layers not lea than 65mm or greater then 110mm in depth.
O Prop. Approx. 90mm Asphalt Concrete Boss Course, Type B25.OC, at an Average Rah of 220.5 kg. Per SQ. Mohr. 4
DETAIL OF CURB 8 GUTTER END TREATMENT
fl Prop. Approx. BOmm Asphalt Concrete Base Course, Type B25.OC, of an Average Rate of 196 kg. Per SQ. Meter.
O Prop. Approx.110mm Asphalt Concrete Base Course, Type 825.0C, at an Average Rate of 269.5 kg. Per SQ. Meter.
O Prop. Var. Depth Asphalt Concrete Ban Course, Type B25.0, at an Average Rote of 2.45 kg. Per SQ. Mater Per imm Depth, to be placed in layers net leg than 75mm or grater than 140mm in depth.
OJ Prap.200mm Aggregate Ban Course rl I
1115
Prop.250mm Aggregate Ban Course
O Prop.l50mm Aggregate Bass Court 775mm U (MIN)
Prop. Vor. Depth Aggregate Base Course
Prime Coal et the Rah of 1.6 L per Sfi. Motor, (MIN)
(MIN)
O 450mm Conte Curb & Gutter W - WEDGING DETAIL FOR RESURFACING
750mm Concrete Curb d Gaffer USE IN CONACTOV WITH TYPICAL SECTION NO.6
0.1
0 125mm Mono. Conc. Island
O 75mm Concrete Cover D DS C C5
G) T
-
O Shoulder Berm Gutter
eo
TO Earth Material - - - U (MIN)
NI
oU Existing Pavement
65mm
0 Vor. Depth Asphalt Pavement 75- (YIN)
(YIN)
© Var. Depth Asphalt Pavement WB - WEDGING DETAIL FOR RESURFACING
USE IN CONACTIMN WITH TYPICAL SECTION NOS.7-10
PAVEMENT EDGE CONSTRUCTION DETAILS
SEE TYPICAL SECTIONS FOR PAVEMENT DESIGN
1
2 -4ZnS I
0
RI T ACSC R in T ACIC
CSC T ACC T T W R4
ACSC ACS ~4~m ACICC
AC6C AC. ACSC VARIES I T
_y 4B
3u GRWNDG
ABC ABC ABC ABC ! l50mx ASPHALT AND ABC JOB D
JS
DETAIL FOR SHOULDER BERM GUTTER
USE IN CONJUCT/ON WITH TYPICAL USE IN CONJUCT1ON WITH TYPICAL USE IN CONJUCTION WITH TYPICAL USE IN CONJUCT/DN WITH TYPICAL USE IN CONY.CTION WITH TYPICAL SEE PLANS FOR LOCATION AND DIMENSIONS
SECTION A10. 5A SECTION NOS. 6A 8A % AA 20. 23 SECTION NO. 5 SECTION NOS. 6.7. 8. 9,11,13.14. SECTION NOS. 25.26. & 28 SEE TYPICAL SECTIONS FOR PAVEMENT DESIGN
16,17.18.19.20.22.23, & 24

a OUI GR+c
A0 Nom JIIEW
1.1 U14VESS
It DESCRIPTION 1, ALL PAVEMENT QICaD 0.0~, a, qne.
~'RMSE inD. SC 14 R NOt To QP INTER AND
TEpI?1 NOTES. O*1 LofEROLLS INSIDE i00
DESCRIPTION RER T EARTH NA 2 3 . SHO1A4D Wo SIAPES TO1CN OP ACCEUE
A Fop
O R LANOCATION OP TURN LANES AND
CHE~uamo R pU ER BERM SrNG PAYEMEM PAVM pUSE 1-004
N LO U 9 't A. SO nN
PAVEMENT S GU
ECE
DESC CURB 16 GUS AR DEPTH ASPHAL 5, SEE P N TURNOUT .aD M 8OA ~RTtiE DANCE
Itumal
DPSC~ON 1200mm ABC Rl i50a'"' V14A DEPMT PAVM S:~E SNOULb
,02 AD Asp OUTS
ABC DESC100N s EOmm B25.OC p 250mm YnTH 6
DESCN~ON p1 80mm T<9.0C E2 110mm 825AC 12 150mm A8C
BOmm 59.00 02 j00mm p9.0C ~ yAR DEPTH $25.0 13 VAR, pEPfH
Cl ~
C2 40mm S93C 09 110mm 119-0r- 80mm 59.58 D4 65mm p4.0B 3Dr
BO D T9.0
VAR a7~ u
CA M'M' S9.5
05
VARDo1 59.5 EXISTING
Om 3b" yNn ORWN0
3bm vC aR~,
FDPS 5 IN.
IZm d OP 011,
POI -
25
GRADE TO THIS UNE
t~ L 12m
9Dm w1gl~~ 8d
iz GRADE
455^
u 3bp' POINT A_25 OB 8t
.
Iu. FDPS '025
40.1. gpllND ? (BRIDGE)
a55m~' YLSmm TYpICAI SECTION L Zp+4OA00 TO +401100
6RIDGE) To
uNE -f.- 29 S,0
NIN. GRADE TO THIS
WWSOU14D LINES
EXISTING 2
6+96D69 TO -L- -L 20+=, lBWOO
-L" E9
r FROM
8b78m TO 20 6m
GRADE
ram I m POINT EXISTING
GRWMD
~~U_ Iti r ....„9d
VARIES
3bm
9 wJ d/ARD L GRADE TO THIS UNE
tam VC
440 125n" ON N0.2A
SEGT? +
(;pADE D6 0255 D _ EXISTING P~IA~ I ~ EITO -CW 3o nk~
u°
GRWMD 25
TO THIS UNE GRAM 4)1114. 440mm 125mm
• ExISTIN0 3d~ TYPICAL SECTIO~EI
+18 TO CO,~;n 35+30AOO
0g0UNO COUP 96 29+12988

usms
SLOME 1:1
06
IS DPSCRIP11ON ! PAYEME N0~ NOT iO aCEEiNTERCHrU"""p
NOS. i ' -L 0. OF
DPSCRIPnos T EARIN 2,OSk1OULow R S~ S asN si ACO00¶ON
ENT SCNEpuLE R u EXI5fiNG pAVEMEtAf 3. USE As1 ~R LL~NUES. TUTS L'SES AND
DFSCRIP11ON R USER BERM T PAYMR A. DEEECEtER S' FO LpCAiION OF THE
PAS' sl+ou o
1 T ,m CURB ,ti OUfiER VAS D ASPI 1 S. SEE pLATAS Tul"BOuLDE~ IN Moto ANCE
OESCRIP(IOPJ J 20Om- C VA D~ ASpNALT PAYM 6. RMEU MO m~
AB w ~ .
DiscluTTION BOmm 825.0C Jl 150m-
m g25.0G 150-11 ABC DESCfIIPfION D1 80-- p9.OC 110m
DN 825.0 VAR DEPTH
C1 BOmm S9.5G D2 loomm p9.OC E9 YAR
C2 AOm- S9.5C 09 110mm n9'0O
BOm- S9.56 DA 65mm I19.05
n{ 119.0 m
tm
C4 gOmm 59.50 05 VAR. DE 4m
CS VAiL DafTH 593 ~ .0912-
AR f i
4 z
1 Gu L
a~
24m v0~.
IN
4 FDA GRADE W
POINT
- LL -0 - 0 - . _ -XI STING
ALI- ' ~I GRADE TO THIS UNE
.24 125n~''
64 4400- EP -YI- F
EXISTING cEC(ION Na' ' 3 TO
524910
ENO -C;. ~ D00 TO .OOt2" 2(+Ni5B6
GRAM T EXISTING
t9m Pa XI 7 GROUND
Q -COL2" m VARIE
vARI F Slim GRADE TO THIS UNE
a~33
GUAR v0 n
4400- N0. 5A
4VAR i T GROUND r(PICA~ SECTIO (BRIDGE) 58
OJAL i z Fr> P PA TO r- l19 y+93W NB
-yI- 18+38" 0" GRADE TO THIS LINE
44P+m ~ fl J
tm
fit". 3
bd N' 4m
N N 4GG 4
~~`L SECTIO
E iNG NO 296 f8R10GE1 TO F
N1ER~~ fREENA71 T T v l TO 3&^ EXIST'W
Y E -Yl- 1P11~I PROP m 70 vAA FEX15TINC x WOUND
ii~ FtIL SLOPES F +20 z
USE R29~ 46~~~7N)N I T FOPS 4m
(SEE Cam'` vAFtl F 7 y; N
F N i WADE I
T I m pARnl TO 3bm ANT Cl d
I
10 7 F vARI F EX15TI
9DmTO v0m T9 3~'" IZmi TO i 3m X25 . - fl GRADE TO THIS UNE
ADD IOM
a/GUNDRAIL
GRADE 09 Sj U
F POINT
&TO Bd 7 440MM USE (a11N UEU OF J!
TO *-ej"
FOPS CA . ~ BOUND LAKE ONtY1 NARROW WIDENING
FOR
°d 0 p25 - GRADE TO THIS UNE T N~ 5 +43JXa TO Y~9 474 CR EsURFACJNG , ~ E)
T uu ` n IyPICAI SECTION .YI- 9+,1_ 9+ 9 t RIDGE)To rl" 33+ 0
.YI- N+
64 vIN. f TO THIS LINE JI soug)
WIDENING ONLY)
3~r~' NORINA;Ir~ d
N+31115 (RE +N,Btg (BRIDGE)
Y1- - 19
ING YI- 9 .YI Ol+37Ag (~DGE,TO -Y(RESURF I pvtY)
EXIST +43000
GROUND YI- f9+~.YI- 32+00>iA U+G8241
YI- 30+ ~ ,BEGIN NEW
42m

DPSCa~ON PAVEMENT SLOPESp&EEND 0 C ieTtet n :r.
T 'TO AND
0YES
N I N ;1. HTM yR Q~ RON S
I AC~I71ONN
WITA PA 'E SCHEDULE DEU GUM? T PAVEMENT . USE A:1 tMX I0 ES.vo ma gatjh
LAsps DESCR1PiIGN R yy{ODU)ER U EIOSTIN~' rVIALT PhYMT 4• pECE 1IO0NR TIO14
SEE . 8p ~ PSHIh~ IN Gov h0009QN1
vpx DOW AS T PAYMT
OF TURN THE CE - CEO QPS~PTION 100m^' ieC 750n+m CURS t GU TER
~p
DESCRIPTION E1 80mm g25.0C n 250mm ABC 4 VAL M 665 ABC
QESCAIPDON I DI SOm1° 119.0C EZ llomm m" OC !Z 1 W D 3!M
C1 SOmm S95C ~ 10fltnm 119.0C ~ YhR• DEPTH X5'0 p YhREPiH 'IC IBm
5.4rn
119.OC -RPIA-
C1 AOmm S95C 03 110 mm ly„ 3b^
65mm V19.05 3 1 z EXISTING
CS 60mm $9.55 DA YhA DEPTH n9.0 9Dm WIGU AIL GROUND
BOmm 5950 05 4m
{5 VhE D9RN 59.5 Op T vC j-4
~ VIN.
_ GR' 01 I
p2 Ax-
6d NiN• GRADE NE 3EO~m
Tag ll
EOpXpjldD 3~y CA( SEAN N~. (ERIDGE)
70 -WIA- 13+ 16+78.026
-RPIA- N+409AGp (BRIDGE) TO
-RPIA- 15+63
.0m
Q -RPIB'm & RPIC-
m
1) z-
w/IX1~RDRNL I END
I 24m
121A vC y~.
NT .02
GRADE TO THIS UNE
64 ~N. 367°
EXISTING y 125m" IQN N0.7
RgIND iyPICAI. o RPIe0 14-144-431
12+00
)
"RPIB' p3300 (BRI~EITO 12+54,000 (BmW
-RP(8- f1+49920 TO -RPlc -RPC- 15+88Ab4
'~C
-RPIC' 14494DOO
3m
i,gm
4m
q -RPIO-
36m u
m
AOD Inm =
wIGU AIL
I EXISTING
17m
f T I ~¢~NNI
Ci PDNR ()2 rte.
T ~
)
GRADE TO THIS UNE
~ yiN• 380ms'
1dyPE' S 40.8
ON
ic"
-JypJc ~PIp.13+95592
EXISTING RPIO 10+74553 r0
Okvmo

PROJECT REFERENCE N0, SN -0NU
PWmmb POPAI~ U 1519DA
'aro~vcw & TRl It BHA No. DESIGN
TBm ROADWAY DESIGN MV ENGINEER
App w ENGlNE9t
PAVEMENT SCHEDULE DESCRIPnoN IT DESCaPnoN
DESCRlrnoN T EARTH MATERIAL EDGE SLOPES ARE 1:1 UNLESS
ALL PAVEMENT NOTED
NOTES' I.
DESCRIPTION R SHOULDER BERM GUTTER R NOT TO EXCEED O.Ob_.(1fP~;
I DESCRIPTION J 200mm ABC U EOSTING PAVEMENT 2. SHOULDER ROLL OVE twitiwc ox_ }
DESCR?FnoN E1 Born", B25.OC Rl 750mm CURB i GUTTER 3. USE 4:1 ~WG N INSIDAC~RRAATI0N AND
ASPHALT PAVM T A. SEE PUNS FOR LOCATION I
ION 4F TURN LANES AND
Cl BOmm S9 5G Dl BOmm 119.OC 11 250mm ABC Wi YAR DEPTH DECELERATION IANEs
E2 110mm B2-5-0C T PAVM"T 5. SEE PLANS FOR LOCAT ON BOTH
02 100mm 119.OC l3 VAR DEPTH 825.0 42 150mm ABC W2 VAR DEPLN ASPHAL jj LT TION TURNOUTS PLACED THE
C1 40mm S9SC 6. RUMBLE STIUPS SHALL B
D9 itOmm 119-or- 13 VAR. DEF1H ABC ME ~ D O IDE SHOULDERS IN ACCORDANCE sM 665-01
Cg BDmm S9.5B
C4 BOmm S9.50 04 65mm 119.OB
05 YAR. DEPTH 119.0
C5 Vim, DEPTH 59.5
Q _WIDB- & -RP1B0- (FLYOVER RAUS 16m 3Dm
36m
9Dm ADD UAm
w/GUARDRAfL o
w
i ~ ran =
DP GRADE 2.4m
T 3~~ E
C1 D3 POINT GROUND
NIN.
T 02 D2
61 MIN. 1
.00 390mm GRADE To THIS LINE
EXISTING TYPICAL SECTION N0.9
-17PID6- o+8538G To -RPIDB 13,040063B(BRIDGE)
RWBD 20+N935 To -RPIBD- 25+9334rDGEI
-RPlBD- 3o+83.B0o (BRIDGE) To )TO -RPreD-
-RPfBD- 34, B&AS.3 (BRIDGE) ro - 39++
Q -RPIDB- (FLYOVER RAMP) 5.4m T m 3
3.Bm ~
9Dm App IDm w
w/WARpRAII
4: Ian I
ku 12m DP EXISTING
GROUND
GRAD VC OP}.
MIN.
,K
E~gr IN 5:1 NIN. LGRADE To THIS UNE
S~NCA 390mm 125mm
TYPICAL SECTION N0.10
0 -RPIDB- 14+ND00 rRRtOGE)
RPIDB- 13+ r
00 (T RIIXiE1T0 RPIDB- 2345460
-RWDB- 19
4 -LPIB- 3.0m
m ~
f -LPIB- 3Dm
36m 06m
Am ADD iDm tZm
wIpINNX+AIL
GRADE Rl T EXISTING
~ y
iD p EXISTING A D2
D2
GRADE T EXISTING ~SdA6(Y
T 61 D2 POINT Rt ` A2 GROUND
,pz GRADE TO THIS UNE
VXifT GUTTER J
3EOmm
64 MIN. J GRADE TO TH15 UNE
386+x"
EXISTING TYPICAL SECTION No. 10.0001A
GROUND -LPIB- 11+301W To -LPIB-11+7
TYPICAL SECTION N0.11
(BRIDGE)TO -U'IB- 11 +93X10 (BRIDGEI
-LPIg (BRIDGE)TO -IP18- 13491935
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PROJECT REFERENCE NO• SH gnu
MANS FWAMID NY: U-25190A
Jpl(J(T & BU71N TRI RAY SHEET NO.
DESIGN TNO to ~ DESUN PAVEMRIT
ENGINEER
_ PAVEMENT SCHEDULE DESCRIPTION a ENGINEER
DESCRIPTION
A
DESCRIPTION T EARTH MATERIAL NOTES- 1, ALL PAVEMENT EDGE SLOPES ARE 1 1 UNLESS
DESCRIPTION R SHOULDER BEAM GUTTER OTHERWISE NOTED- T+
DESCRIPTION J 200mm ABC U OUSTING PAVEMENT 2. SHOULDER ROLLOVER NOT TO IXCEED 0.06
T DESCRIPTION El 50mm B25.0C Ri 750mm CURB GUTTER pHALf PAVMT A. USE 4:1 MAX~~TjNOF CGEI RAnON AND
Dl somm I9.OC A 250mm ABC YA VAR DEPTH AS 4 DECE TION LANES.
Cl Gomm 59.50 t00mm 119.OC E2 110mm 825.OC T PAVW 1 5. SEE PLANS FOR LOCATION OF TURN LANES AND
J2 i50mm ABC W2 YAR DEPTH ASPHAL IN?ERSECTION TURNOUTS. ON B THE
C1 40mm 59.5C E3 VAL DEPTH 625.0 6. RUMBLE STRIPS SHALLL B SHOU~RS 114 ACCORDANCE
C3 Gomm 59.58 D3 110mm 119,OC 13 VAR DEPTH ABC WITH SM 6
DA 65mm n9.09 -LPID
CA 80mm S9.50 3,6m 3A"
C5 VAR. DEPTH S9.5 D5 VAR DEPTH 119.0 m
E -fpIO- 17~n 0
3&n
OP
9 ADD IAm
,IGUARDRAIL GRADE
zi EXISTING P01NT p2 EGR UN0
iz 120 GROUND 02
z k RND EXISTING
02 GROUND FUT.CURB b GUTTER
r T FN.VALLEY CURER 3800- 125-
yIN. FUT.CURB b GUTTER GRADE 'TO T141S LINE
10A GRADE TO THIS UNE
360m- t25mm
TYPICAL SECTION N0.12
EXISTING -iP1D- 11+25000 TO -LMD- I1+701"
GROUND
TYPICAL SECTION NO. 12
-tPiO- p+89227 TO -LPID- 13+91A49
Q -RP2B- 540 ! m 3
3 m ARI FROM
9Am UJm 11A~ TO 2.4850
w/GUIRDRAlL o
120 EXISTING
G- t2n 2. GROUND
az OP GRAM vc
2~ Cl 01
)VINT Pol T MIN
T 02 QZ. I
6d MIN GRADE TO THIS UNE J1
EXISTING j~. 40W
GROUND .111
TYPICAL SECTION No. 13
-RP2B- N+O3783 TO -RP2B- 12+40DW
Q -RP3C- 4m I m 3Dm
3
9 MD 1,00
,IGUARDRAtL
12m
12M EXISTING
2 GROUND
vC
k p ~ DA T I S MIN.
T A2
J
EXISTING MIN. GRADE TO THIS UNE
GROUND
GRADE TO THIS LINE VARIES Fit 4B4m TO 7340
X7 1RG
TYPICAL SECTION No. 14
-RP3C- 11+54.W TO RP3C- 14+40000
Rti.

PAVEMENT SCHEDULE PUNS PREPAIED BY- PROJECT REFERENCE NO. SHEET NO.
ITEM DESCRImON ITEM DESCRIPTION TTEM DESCRIPTION FL!)R&11a A 90VV U-2519DA 2-F
ITEM DESCRIPTION ITEM DESCRIPTION Ii DESCRIPTION GYIABVZ2WOr ZAVZVR&Z~ TRI RhV SHEET N0,
4W 1iSP1C9A96 BL! Im
Cl BOmm 59.50 Dl 80mm 119.OC E1 80mm B25.DC J 200mm ABC R SHOULDER BERM GUTTER T EARTH MATERIAL IR - f°0tl7 ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
C2 40mm S9.5C D2 100mm 119.OC E2 110mm B25,OC 11 250mm ABC RI 750mm CURB 6 GUTTER U EXISTING PAVEMENT NOTES: 1, ALL PAVEMENT EDGE SLOPES ARE 1;1 UNlF55
OTHERWISE NOTED.
C3 80mm S9.5E1 03 110mm I19.0C E9 VAR. DEPTH 1125,0 J2 150mm ABC 2, SHOULDER ROLLOVER NOT TO EXCEED 0,06 fTYM. WI VAR DEPTH ASPHALT PAVMT 3. USE 4:1 MAX SLOPES ON INSIDE OF INTERCHANGE. MUMS. y
4. SEE PLANS FOR LOCATION OF ACCELERATION AND mm S 5mm 119.08 J3 VAR DEPTH ABC W2 VAR DEPTH ASPHALT PAVMT DECELERATION LANES.
5. SEE PLANS FOR LOCATION OF TURN LANES AND
C5 VAR DEPTH 595 D5 VAR DEPTH 119,0 INTERSECTION TURNOUTS.
6. RUMBLE STRIPS SMALL BE PLACED ON BOTH THE
MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE
WITH SID 665.01.
Q -TTI- (TANK TRAIL) fL -Tr3- (TANK TRAIL)
20m ?-Om IZn VARIES FROM 11 24m
72m TO 4Dm
EXISTING POINT EXISTING
7_D2 GRADE
D2 3d GROUND 02 d GROUND
EGROUND 3d EXISTING d 4V 2
GROUND 3
GRADE TO THIS LINE n GRADE TV THIS UNE
TYPICAL SECTION NO. 15 TYPICAL SECTION NO, 16
-TTI- 10+00000 TO -TT1- II+6L707 -TT3- 10+62339 TO -7T3- 13+25057

-TT4- (TANK TRAIL) -TTS- & -TT6- (TANK TRAILS)
VARIES FROM 24m 36m 24m
film 70 6m

GRADE GRADE
POINT EXISTING POINT EXISTING
D2 GROUND 02 GROUND
d
EXISTING fXlSTING 3d
GROUND 3d GROUND Ad
n GRADE TO THIS LINE n GRADE TO THIS LINE
TYPICAL SECTION NO. 17 TYPICAL SECTION NO. 18
-Tr4- 17+05175 TO -Tr4- 29+08AO4 LB -7T5- 10+00.000 TO -TTS- 17+88.776
-TT4- 29+29756 LA TO -TT4- 35+68068 -TT6- 10+OOMO TO -Tr6- 19+05.OOO
NOTE.TRANSITION film TO 36m FROM 28+00.000 TO 28+40,000

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NAM mEIARFO n: PROJECT REFERENCE NO. SHEET NO.
CURVE DATA FOR -TT4- )TAO M0 & BMWON1111C U-2519DA 8
0 15 +6737 P1 0 ! 1 R SHEET A= 18'lr4L5 (LT) o= !8'1r41 '(RT) Ift .M SM2W 4W No s
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ENGINEER ENGINEER
T= 2A9 T=2~9
R = 150.= R = 150,000 Em tom
Se = 0.02 Se = 0.02 -TT4- PT 16+38885 PRELIMINA Y PLAN
FORT BRAGG MILITARY RESERVATION 001901' °96 COMMOcr
CURVE DATA FOR -COL2- - +1 4 - -
p n cr ca+sTTJU~I.
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229J6I aw
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L = 280 39 L = 280,6,39 -TT4- PRC 15+91251 I I J - - -
T = 14038 T = 140.338 +55mo -rr4-
R = 69901M R = 6,99ODOO -TT4- PC 15+43.617 +71587 -L- +00009 -774- x 12LOOM LT 9cl
cb Se = OD25 Se = 0.025 , 62-500M LT 15oGOm cr 0 i7
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PROP 2Jm CHL 3-5- - - N 77* 599
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W UTURA and-1800 m / -COL2- PC 16+46234. r LLI
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FORT BRAGG MILITARY RESERVATION l
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CURVE DATA FOR -RP/D8- NAM PREPAUD Wt. PROJECT REFERENCE NO. SHEET NO.
H.49MNfI & BMWONM U-1519DA 14
PIS Sto V% AP/ Sto 10•159226 t +00 4 Is Sto 1 + 1 018+29.9% 96' Is =t2o 9+ cayw u my >nvaaavssY4 TRI SHEEP NO. 17
es = 056'286' = 1(722292(RT) P Os ls = Sto 0' 56'28 9s = 2 9 4211' ~ = 59'15.r (LT) 6+s '4 0 ~ AM wSaMm" RAIMM MV,~ m ROADW
_ AYR DESInvGN HYDRAULICS
~ is L - 253,50q LS -46.000 Ls -46:000 L - 744.811 If -46400 ENGINEER ENGINEER
LT = 0.667 T = 127.099 LT - 30.667 LT = 3067! T = 497220 LT = 30.671
a ST = 15334 R = /,400400 ST = 15.334 ST = 15337 R = 440400 ST = !5.337 5!n 10m
o _j Se - 0.0Se = 0.06
az +95.000 -RP/Q-
° j" CURVE DATA FOR -RP/D- CURVE DATA FOR -YI- PRENT~M.NA
(11483') Is ! to 12+70.020 Is o 14+ ! to 1+ 1
+89.873 -RPID- CONSLRBd
35.eee 9s 5'2 0= 66'42'41.6'(RT) As = 455'2 A= 7'18'35X (R7')
+78DW -BRIO- Ls = 55400 L = 372588 Ls = 55,000 L = 891.779 Rkl RW.
" 71^ LT = 36681 T - 210647 LT = 36681 T = 446495
1131231 ST = 18346 R 320400 ST = 18346 R = 6,ggp400 SEE SHEET 33 FOR -RPSDB- PROFILE
-RP/D- SC 10+59373 -RP/DB- TS 12+ 5 Se = 047 Se = 0425 SEE SHEET 45 FOR -RPIC- PROFILE
SEE SHEET 46 FOR -RPID- PROFILE
\ a +59373 -RPID- SEE SHEETS 55-56 FOR -YI- PROFILE
\ -RP10- TS !0+04373
(114B3') NANCY BROApWELL
LATERA!F 8 1 DB 2586 PG 497
+53B2J -RPIDB-\ -RPIDB- T 12+ _ 9A
D Rq
74 -RPID- +00,000 (36m RT) W a~ 3
\ RPJD- -RP! - ST 12+31631 a
SC 13{32T75 \ 43', O
04 R AIR v- \ \ 0: C
N LATE I
ATTE ~ ~ L CH ~ H RN rC I N Q -RP! ~
+ +85948 -Yl- O+
RP/ R Pao r m RT O +41.407 -YI-
DB t 2m (0.47) + L EXI T!
/fP/D _ _ Pqb,/,S, ( J ENO FENCE N
N TIE TO EXIST FENCE
Q
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H END PAVING O MpgaL W s r \
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(106 FS
fn END SH(D BERN + GR 371 `
A/ 1E
O F + N L Iro so FQ x-~ ` 156
O EST.45 TONS CL-B RIP 10I R 5
0 EST.117 SN FILTER FABRIC r-
EST. 09 TONS CL-B RIP R ~O BERN DITCH 6 SPECIAL
C \ EST. 42 SN FILTER fABRIC ~7E i r
8
C ~ -O1TCH H { 86 -RPIDB- (REM) W
Sq 7~ ie P 1 FS
N I 09m BASE IREM1 << ~I RP/°e- c c
TALL DITCH 16 SPECIAL CUT \ \ < W
W I w OVERHEAD SIGN EST. 27 TONS CL-B RIP RAP W® w.... I a.....::...-..-.. y
o EST. 8.4 SN FILTER FABRJC N wNC h O
O
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Z - - _ -
F +30(X8 -YI-
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A([ AMERICAN FREEWAY NBC BST F E O
SR 1007
T O ~r - - N 1
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119' DI" j fl.
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Lt- 150 BST rya
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26+8822 `
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00 C. +55,929 -RP - + V u^v L EXISTING
o~ J fU45B3NR
!49
S J \ 1-,~A n--r: r~ K--H nn -e N x x 1500 mm cHL
IL 5"BN EN P/A
W F Zp W, I- - ~
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KOENIG EST. 100 TONS CL-B RIP RAP
0 + EST. 29.4 SY FILTER FABRIC
GE- i. / _ _ 1
pB JOHN 3859 PG 98
-
_
I +4 EO
56'1. m L
Lu Mm
+95000 -Yl-
-RP - O IS
r 35000m RT n - o
qk 35DO'1 I + ` _ _ ` «6TAM i e .9m
380
22
W Esr, 09 DNS CL-B RIP R
~Fl X -r, -YI- T 24+51380 CURVE DATA FOR -RP1C-
u EST. 42 FILTER FABRIC y END PROP FENCE -RPIC- ST 0+01,928 P/s Sto /gl+85.619 PJSiQ /4+2 3 Pls Sto +71
Z TIE TO EXISTING 15
TONS CL-B QIP RAP' QS = 2 9 4' _ 72.16' 8' (RT) 9r+ = 2 59 424 - - - - - - - -
L
EST.18.4 SN FILTER R1C Ln LB _ 4 36. LL 554.981 Ls = 46.0100
-RP - T = 321255 LT = 30671
m d > ST = 15337 $e = 9400 ST = 15337 i

MAM PREPARED R+: PROJECT REFERENCE NO, SHEET NO.
CURVE DATA FOR -YI- CURVE DATA FOR -RPIDB- ~HOMC& & BV7=0ArZV0 R U -15190A 15
A2/9G¢mv d7 mmvw "-I R/W SHEET NO. 1B
PI to 1+ 416 PIS Sto 9*?69q P/Sto 1 + 592 2 /s to 1 + q ra IPaRPLUM lcP$80179 m
A= 7'/8' 35f f RT1 6s = C' 56' 2[8b' 0= !0' 2e 29Z (RT) Qs = 0 ROADWAY DESIGN HrDRUnJCs
L = 891779 Ls = 46.000 L = 25,3.S04 Ls = 46.000 ENGINEER ENGINEER
T = 446.495 LT - 3 T = 127.099 LT = 30667 !im tom
R = 6,,999900.000 ST = 15334 R - 1,400,000 ST = 15334
Se = 0A25 Se = 003 PRELIMIN Y PLAN
_ w NOT U96 QP15fROCT10N
p g CONSLREY.
M MV REV.
lq 1 X N NANCY BROADWELL
1 co N 4 OB 2586 PG 497
m
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• JOHN KOENIG
DB 3859 PG 198
3
E d SEE 33 F OR FORI~n•~PROFILE

BINS PREPARED NY: PROJECT REFERENCE NO, SHEET NO.
CURVE DATA FOR -Y1- CURVE DATA FOR -RP3C- AIAW0 & 9UJL°f11e ON1NO U-2519DA 16
PI Sto 31+34.716 PIS Sto 10+38,J' 608 Pl Sto 11+16,412 Pis Stq_13 4 J cavsizmv aavoamW TRI Rnv SHEET No. 19
47 AW ~,uArmsma Ax
A= 7'18'35.F (RT) Bs = 0' 14' L = 25' 16.9' (RT) tAs = 16+ ' RAUUM AV JWF ROADWAY DESIGN NVDRAUUCS
L = 891.779 9s = 3'16'26.9• L = 229,118 Ls = 60.000 ENGINEER ENGINEER
T = 446,495 Ls = 60.000 T = 116.412 LT = 40.007 Sm 1om
R = 6-990.000 LT = 38.606 R = 525 ST = 2OM6 4
Se = 0.025 ST = 21.408 Se = 0A6 Imo
PRELIMIN Y PLAN
DD Na use coNSraocrlmv
CONSTW..
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83
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O N(L SR W7 AC[ aIER.Cay FREFMPY NHL BST -Yt- SBL POC Sto.33+60.000

8sr P CABLE GUrDERAIL
CV) F F 171coNC a fl- ALL AM RICAN FREEWAY h
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j" 1500 mm CNl 1~ - _ - ~ \ y

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JOHN KOENIG~ .
DB 3859 PG 198 y `
May
BROAOWELL CONSTRUCTION COMPANY 500 mm CL
rI OB 2582 PG 475
r
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7+00 +80 t2+00 +20 +40 60 134W

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?f+00 +20

sER A-S FoR.Ir MAN +20 +40 sH~'rs ~ ro~ +60 +80
also

MAW 1AEPAtlD ro PROJECT REFERENCE NO. SHEEP N0.
sa EJ7519DA 19
RI
f5= =fpf
qp WA"Um 4! ptpyV gds 4% R /W SHEET NO.
31
AALMVXJW =Eat
82 + ROADWAY DESIGN HYDRAUl1C5
ENGINEER ENGINEER
Sm 10m
PRELIMINA Y PLANS
M NOT m 19 rma COMStllmC110M
COMM
78 R/W REY.
76
i
74
74
- I
IE
70
I
64 i
PIPE DATA $UNNAR/
DRAINAGE AREA (HECTARES) = J28
DESIGN FREQUENCY = 50YRS
DESIGN DISCHARGE = 39 CYS
DESIGN HW ELEVATION = 69.62m
Rp YR DISCHARGE - 453 CYS
!00 YR HW ELEVATION = 6986 m
OVERTOPPING FREQUENCY - 500+ YRS
SEE SHEETS S 6 FOR 4- PLAN OVERTOPPING DISCHARGE = 8.4 CJ15
RT PI AT - 71 m
13+00 +20 +40 460 +80 14+00 +20 +40 +60 +80 15+00 +20 +40 460 480 16400 +20 +40
78
78
76
I
74
72
70
I

64
64
62

60 60

SEE SHEETS 6-7 FOR -L. PLAN
+40 +60 +80 17+00 +20 +40 +60 480 18+00 +20 +40 +60 +80 16+00 +20 +60 +60

PWVS TReTAReo Rn PROJECT REFERENCE NO. SHEET NO.
°"i TRI LJ7519DA m
,m WASMUM Byrd fiz"T 4ff R 1W SHEET NO, u
+ ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
74
Sm q 1Om
PRELIMIN H PLANS
DV N07 V98 Flt CVNSIAVC110N
70
It /W KEY.
68
66
1
MIA 62

60

1200 RCP PIPE DATA SUMMARY 1200 RCP PIPE DATA $UNNARY CULVERT DATA SUNNARY 1200 RCP PIPE DATA SUNNARY IZQO RCP PIPE DATA $UNNARY
DESIGN FREQUENCY = 50 YRS DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE = 14.65 CNS DESIGN FREQUENCY = 50 YRS DESIGN FREQUENCY = 50 YRS
DESIGN DISCHARGE - 078 CMS DESIGN DISCHARGE - 1.46 CNS DESIGN FREQUENCY - 50 YRS DESIGN DISCHARGE - 1.47 CNS DESIGN DISCHARGE - 1,47 CNS
DESIGN HW ELEVATION = 5999 m DESIGN HW ELEVATION = 5999 m DESIGN HIGH WATER = 5999 m DESIGN HW ELEVATION = 5999 m DESIGN HW ELEVATION = 5999 m
J00 YR DISCHARGE - 10 CMS 100 YR DISCHARGE - 1.66 CMS 100 YR DISCHARGE - 1616 CMS /00 YR DISCHARGE - IB6 CMS IAN YR DISCHARGE - Im CNS
IDO YR HW ELEVATION = 6014 m 100 YR /AY ELEVATION = 6014 m 100 YR HIGH WATER = 59760 m 100 YR HW ELEVATION = 6014 m 100 YR }AY ELEVATION
= 6014 m
OVERTOPPING FREQUENCY - 500+ YRS OVERTOPPING FREQUENCY - 500+ YRS OVERTOPPING FLOOD ELEV - 65D2 m OVERTOPPING FREQUENCY - 500+ YRS OVERTOPPING FREQUENCY - 500+ YRS
SEE SHEET 7 FOR -L PLW VIA NOTErFLOOQPLAIN RELIEF PIPE NOT DETERMINED OVERTOPPING DISCHARGE =SEE NOTE OVERTOPPING DISCHARGE =SEE NOTE OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING DISCHARGE =SEE NOTE OVERTOPPING DISCHARGE =SEE NOTE
OVER'TOPPING ELEVATION m OVERTOPPING ELEVATION - 65.02 m TOPPING N RT DING FI AT m OVERTOPPING ELEVATION - 65.02 m
++80 20+00 +20 +40 +60 +80 21+00 +20 +40 +60 +80 22+00 +20 +40 +60 +80 23+00 +20
4,
74 74
70
70
ris
11E 1 11

64
64

60 MW

54 54

SEE SHEETS 7-9 FOR 4, PLAN
I ffm ~~d
+20 +40 +60 +80 24+00 +20 +40 +60 +80 25+07 +20 +40 +60 +80 26+00 +20 +40 +60

A;L OW~
PANS vE9AEED n: PROJECT REFERENCE NO. SHEET NO,
- - - ' if RCN1NC W5190A 21
> > TRI R/W SHEET NO. 33
401v cvvrANvzrw ZL%arm JR
RAU7aQAV mw ROADWAY DESIGN WDAAUUCS
ENGINEER ENGINEER
am Iom -
CONSLREY,
86 RM' LEY,

76

74

72

70 70

58

54 i
54
J 52

50

48
PIPE DATA SUMMARY - 415
DRAINAGE AREA (HECTARES)= 4.4
DESIGN FREQUENCY 50 YRS
DESIGN DISCHARGE OB9CMs
DESIGN HW ELEVATION - 6392 m
44
100 YR DISCHARGE = 094 CMS 44
R
II SEE SHEETS FOR 1. PLAN 100 YR HW ELEVATION = 6398 m =--=M==
8~P OVERTOPPING FREWEAtY = 2004
OVERTOPPING DISCHARGE HARGE 222 CMS
PPI 'AT ION - = 64.87 m
~1@i +60 '180 27+00 +20 +40 f60 f80 26+00 +20 +40 +60 +80 29+00 +20 +40 +60 ++80 30+00 +20

pro S1010 LkNs
PRm NoT l A, vcwe

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tm Iv. -1-

PIP DATA Sp 5 428
AINAGE EA (HE 50 YAS
ENCY , 06 CN
FRE 63J3
DESIGN m
DESIGN NW AT 5.42 CIJS
CESCN
a~EIFVAT a 200+ YNS
yR h" GpPING FAE(>V E TBC~S
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35+00 +20

YLOW4 f ~Ua w ING KI 0.pADWAY 4 1fiN g10 MIR
as & e1WNEER
ono
51" 9 10 1 m
A Y PLANS
PRELIMIN
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IL /W I'•

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+80 40+00 +40 +60

+40 +60 +80 39+00 +20
+80 +20
So St{EET 11 FOR U FUN 60 38+00
+20 i4Q TO

+80 44+00 +60 +40 +60 +80 43+00 +20 +40 +60 l~~ ~ +20

11 FOR l- FWd +20 +40
SEE Et1EET `0
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SEE SH r

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+80
58 +20 +40 +60 72
set svisal folk -COLT- ?uN ?J+00
f60 70

68

76 ~

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72 ~

70 ~

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64

+40
26+00 +20
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25~ +20
~ +80
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aa 56
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PIPE DATA SUMMARY nu+s FReALED rr: PROJECT REFERENCE N0. SHEET N0.
DRAINAGE AREA (HECTARES) 350YRS R&il'C6 'S~It~C t1-76190A 96
DESIGN FREQUENCY = 50 rR5 61DNYb71zmv @ A3LRw R /W SNEER NO. 39
DESIGN DISCHARGE - 054 CMS as 4mv2zsvav DX So= w TRI
dAMMAV RPM ROADWAY DESIGN HYDRAULICS
(aESI N JdY ELEVATION =63624 m
100YR DISCHARGE - 0.57 CMS ENGINEER ENGINEER
q0 YR H9 ELEVATION =63b63 m Sm 10m
OVERTOPPING FREOUENGY - 500+YRS -
90 OVERTOPPING DISCHARGE = 2b6 CMS
OVERTOPPING ELEVATION m kmn 0.
CONST REV,
88
R/W KY,
-COLl-
84 84
82 8p
II
80
78
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76 76
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+60
+40 +60 +80
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Mqa MPARD p; PR01ECf REFERENCE NO. SHEEE NO.
FIpR&Yt Gd "MA 79
TRI R/W RE0ErNo. 43
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SEE SHEET 7 FOR --COLT- PLAN tG 7 ry~~/y~ ry~ ~ ~ p/~ ry~ ~p/~ r~0 X40 +60 +W r~ W +00 tG[/
+60 +80 20+00 +20 +40 TR/~ I +80 21'+00 +20 t40 +60 +80 LGW ~R1/ '~DY TDV - W
-COL2-80
74
4ffF_ map
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-A 701
704144411ME
681
68
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64
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4461
WMI
two
56

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SEE SHEER 7-8 FOR -COL1- PLAN M t u1
t20 +40 +60 +80 24+00 +20 +40 +60 +80 25+00 t20 t40 f60 t80 26+00 GVV T'RV

SHEET N0.
MNE ~~D KY.- PROJECT REFERENCE NO.
=Mw a I ~ c W519DA 90
cawzL2wu TRI R1W SHEET NO. A4
Aw all=
ROADWAY DESIGN HYDRAUUCS
ENGINEER. ENGINEER
sm Q ia1n
NEE
CONSURRY.
R/w BY.
NUNN M
-CQL2-
,94
82
82
80
aim
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8
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76
76
7
7
721
72
70
66
66
64
64
6-2
60

58

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54 off-
AIM
52
MINNS
WIN
50
46
46
==Affl
46
46 44
~ SEE SHEET V FOR HYDRAULICS DATA
]
fill SEE SHEET 8 FOR -COL1- PLAN
fill f80 27f00 f20 f40 f60 f8!? 28f00 f20 f40 +60 f80 29f00 f20 f40 f60 f80 30f00 f20 f40

acvD aNn RO PY Otm ~ 840MCM`
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76 68
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60 +60 +80 34+00

56 +40 +60 +80 33.100 +20 +40 -COL2-
+20
56 +60 +80 32,E
SEE SHEER A A 10 ~ t~ +40

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7

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37+00 +20
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S.F. SHEER io-n FaR .tou- PLAN +BO 35+00 +20
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S~ FR~ylMIN~ ° L"NS

Arvr -COl2-

74

+60 -COL2-

40 +20
+60 ~
t20 ~
+8 394M
+40 460
E sneer 1, FoR'CO12, KAN 384M +20

+60 480

+60

44~ +ZO
460 ~
+20 ~
~ ,43400
~
440
+80 42+00
_ .caps- ?u" ~0

MLA. Y m vee
i
I
Cpt7St~'
,Rp1D9-

t20 t90

+20

+so ff~

+ZO
~e~ 10AW
+80 wpE pntA ~pAE51= ~ YRS
-LAn ~At AGE ARE ENCY : 045 CUS
~0b pw7
S pir ~H~3 Fp0.M +I~ 5 a~ KXTION a~ ~YS
gTW ~ppSYR D1SCM~A?~ :500+YR5
~ YR ~1~ FREOUE~ a 1,49 ~YS
pEE~ it#i a~Rp~N
~ PI

+60
+20

+40 ~
+20
f 4~
+60
cd +20 +40

PLANS PREPARM NY: PROJECT REFERENCE NO. SHEET NO.
'tJ~pVc., Ud5190A 34
cvmz7-l2w JW(1p.Z6it 44" ~TTq~p pg,gp~t yr RAW SHEET NO, 49
m > aOADWAY DESIGN PLYTJRAUUCS
ENGINEER ENGINEER
98
im 10m
P~ tl M~1$YhjER`Y36N
96
CONST.REY.
.94 a nY n...
-RP1 DB-
9
90
88

84
84
82 82

76

72

66

64 64

62
60 60

56

54
54

52
PEE
SEE SHEETS 8-9 FOR -MOB- PLAN
~~@i 16+00 +20 +40 +60 +80 /T+00 +20 +40 +60 +80 18+00 +20 +40 +60 +80 19+00 +20 F40 +60

TIM
VIM
N5
II[~, Pp tdNY PL
F'Q~~
IW IV.

+80 +20 +40 _Rp1D8-

-LAn +40 ~
ff0 +80 +20
r .Rp1DB 41AN W+00 {20 SEE SNP r +60 +80

t40 ~
x+00 +80 24+00 +20

sr, SHECT +40 +60 +80 23+00 +20 ~

lorn
-N A,
FRB NIgl ~N 9Cl7aN
-uuRpiBD-

i

T

i

+40 ~
a +2~
20+00
+40 ~
+20
+80 194W
+40 +60

cor+~'
cwMARY
PIPE AlA ARES), I50YRS
~NwAGFpEOUEN 135 COS
NARGE a 6545 m
C)ES~ a ELfVATo a ;.57 COS
R I NNELEV g C + CYRS
OS
E~GPPINGNNiC'E m
~E~PING Ai
a

4

i$0 24+40

+20.R~laa' T

t80
fi40
+20

X40 ~
+20
~Bp. PLM~
SC'l SFIET 19 POa
TW

a
'F20 T'N

f'24

n wS PREPARED Rt: PROJECT REFERENCE NO. SHEET NO.
iWBZ C8 & N, JWC! U-2519DA 38
tva TRI R/W SHEEF NO. 53
aurmgtxsmx R AN@ GN HBDRAUUC
5m lOm
IT13LId[ Y Pty .
94
ba tsf ~sn ~~sPA
CONSTAK
92
R /W REV.
-RPI BD-
90
88 88
IE
86
84
2
80 w

78
78
6
76
!Emu
74
74
72
72
70
70
68 68
WE5
66
66
64

62
60

50
B3i
@I SEE SHEETS a a FOR -WBD- PLAN
~lg; +40 +60 +80 28100 +20 +40 +60 +80 29+00 +20 +40 +60 +80 30+00 +20

PLANS PREPARED BY.- PROJECT REFERENCE NO. SHEET NO.
e~l4RENG'!i d ~17~SONING U-2519DA 3
02AW AIMY2Y[T4vddRA TRI R/W SHEET NO. SI
mw
ROADWAY DESIGN NYDRAUIICS
ENGINEER ENGINEER
Sm q 1po
na 4bFfigrt:.: ceN~ I
94
CONST.REV
R/W REV,
RP1BD-
90
86
86
44

i
80
80
now- -a-
78
76
716
, fi-
74
72
0

68
69
I
66 66
64
64

62
i
60
60
58

56

54
54
52
52
50
50
L
f ill SEE SHEETS 9-10 FOR -MBD- PLAN
fill +210 +40 +60 +80 3J+00 +20 +40 +60 +80 32+00 +20 +40 +60 +80 33+00

PUNS rEaAILED eY: PROJECT REFERENCE NO. SHEET NO.
~ U-23190A 40
COM MTW0YV Am& TRI RNY SHEET NO.
SS
&W (7NTSBvzrw LK S&M m
RA&CMAC NM ROADWAY DESIGN HYDFAUUCS
ENGINEER ENGINEER
96
Sm 10m
94
CONST.M.
9 Rnv EEV,
-RP1BD-
90
86
84 84
82 82

80

78 MERE

76
76
74

1

0 70

66

66 --E4= 66

64 64

62

60

58
PIPE DATA SUMMARY
DRAINAGE AREA (HECTARESI= 28
DESIGN FREOUENCY - 50YR$
DESIGN DISCHARGE = 43 CMS
56
DESIGN HW ELEVATION - 63M in
100 YR DISCHARGE = 4.99 CMS
/00 YR hW ELEVATION - 6379 m
54
OVERTOPPING FREOUENCY = 50041 YR5
OVERTOPPING 54
DISCHARGE - 6.4 CMS
OVERTOPPING ELEVATION - 645 m
52
50
fill SEE SHEET 10 FOR - MBD- PLAN
~I9i 33+00 +20 +40 +60 +80 34+00 +20 +40 +60 +80 35+00 +20 +40 4to +80

MAW ryM1ARlD Ks U-2514DA
, 56
q ax~ma TRI R/W No ,
AV EEK
PRELIMINA Y PLANS
'~1~ 00 NOf V96 POR o~oN
CONST-W-
R /W
-RMBD-

+80 +20
38400 t20 +40 4w -Rp1BD-
+20 +40 +60 +80 SEE SHEETS tan FOR -MBD- FLAN t20 1M 76~ 37f00

+880 36+00 1'iV

6

+2A +40 F60 +60
42+00
oo +20 +40 +60 +80
SEE SHEET n FOR +80 404M +20 +40 +60 ~If
i +20 +40 +60
lil

JwW
.1- sin Y Pte.
J PRE"

Am -RP1A-

4

P(P t)- A r~uYARY
AREA (HECTARES) 4 soYRS
WNE 466 CYS FREOUENV DESV
56N a iCN 653,42 C#
~SYA 0to ELfYA
1 SCHARGE 66324 M
YRS 2004 IDD YR to ELEVATO
iN& RECENCY a TB CMS ~ A
OVE: ro
(AYr a~ A s
P( 12+~ t20 +40
t60
+40
+20
+40 +60
so sMOS & 10 IL ! +~JJ
0

+40

+80 !5~
4,60 +20

+80 14+00
+60
+40

5.. p~m N~ ~y~ItOC1'
USE

+40 R nv ..RP11~
+60
f~
Set SMo 6 19 tot .R ",AV4 +80 1

I
I
I

I

~}5t

a

Ns ~
rr+~ rood c~ ~ a s~

,I

-91~~
i

-91d~" M1Y

a;o rac isw' tom PLANS
sm

E/W -Rplc-

I34W +20 _Rp1C_

+40 +60
+fi0
12
~ +80
+20 +40
SEE SNP 4 fog -wc- n , 0 ~ 114M

10+00 +20 TT

+40 +60 ,A~ TDB
T00 I6+00
1!5+00
• 0 +80

of -Rp1D- Y

pATA wAIAI
PIPE ARE5) n YA5
ARE E tNECT 0.4 CN$ Cp~gtR2{•
DRAINAGE DES DISCHARGE a OA1dC>JS t/W
DESIGN W ELEVATION DESIGN ARGE 690 m
100 YYR ~OAT10N r~QO+YRS
100 78
YR MPING FREOVENCY 1.48 C' IS
P • 7
~prEERTQPI a~
76
74
86
72
84
70
82
68
66
18
16
' 14 -gyp'
12 12+~
~ +80
70

68 I!

66, +40

ses sHOS ya0 k u Fo+ t
!a

7
0

+40

~ l4+00

+40 +60
c~ 13+00 +20

HAMS PWAnD NY: PROJECY REFERENCE NO. SHEET N0,
l1
~lINC -7519DA 47
comvzz1Aro mvoara TRI R /W SHEET NO. Al
ROADWAY DESIGN HYDRAUEICS
ENGINEER ENGINEER
Z-- m Sm
86
84 CDNST.M..
RM' RIN.
-LP1B-
80 -
78
78
1~~d 761
i
76
74
74
72
70
70
68
661
Mi AM--
64
64

+40 ci
+80 12400 +20 +40 +60 +80 13400 +20
-LP1B-
72
72
T
68
52
66

64
49
46
60
60
44
58
58
42
56
56
40
~
fqi33 - I m ~M=
SEE SHEET 8 FOR -LPIS-- PLAN
r1If 10400 +20 +40 460 +80 11+00 +20 +40 +60 440 460 ++610 14+00 +20 +40 160

X1A/' ID1~f°'-~ III NIY~~~ gdG~nr~
sp q _1
PREMy~ N g , PLANS lqcrr env

K

i
+zo +40 +8a 13+00
Aso
r2+~
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u+00 +~o
~ +a0
SEE SFIEET 4 POR -~Q' +4Q

+60
+40
14 +20
+80 +60 aEE SHEET 9 FOR ~ , M TYV

MAW miAtw H, PROJECT REFERENCE N0. SHEET NO.
& BYMMOK U MI9DA 49
glyppy~g TRI It /W SHEET NO. dS
mD ow
ROADWAY DESIGN K(DRAUEICS
ENGINEER ENGINEER
84 s m
mill p 11 1
PRELIMINA Y PLANS
iq NQf ll98 P00. CON51ROC310N
82 WNST.RE~.
R /w REV.
80i6 s9a--V2 B-
78
78 T6
76 -074
74 72
72 70
70
I
68
66
66 64

64
~ I~7,yy1 {,/X1 +40 X80 137W +GV T'N
SEE SHHEEEIS10 & 11 FOR -MB- PLW +60 y8V 1IV GV
10+00 +20 +40 t60 +80 ~~7W {W f~

I

I

i

I

v - w --"I -N--A
~o asc ray
lom y PLAN
PRELNM11Vro a
IL /W SEM,
-RP3G- 78 I,~

84 76

82 74

80 T2

78 - 70 ~

T6 68
i
74 66

72 64

70

68 +80 t3+~ AM-
Jan +60
+20
66
+40 +60 +80 t2
+Zo
64
114M
SEE SHIFTS ib 6 17 FOR' In •60
+La? TN
8Q
7t3
76

74

80 72

' 78 70

76 68

74 66

72

70

68

+60
66 +40
SEE gFIEET 17 FOE 40C, PLAN +80 14+00 +20
~~rL +60

70
? ° 1N TRI anv s ' em
N
6 ~ ,LOADW ~
s -mj NA Y PLANS
PRm
am NORTHBOUND

y i

+60 f$0

+80 iii +ZO
t40 YI- SOlnHBOUND
10t2A
+20 +40
+60 t80
t40
SEE SVjEflS 1113 FOa -h- Q
+20
+60 +80

I

i
I

I

I

tt'~n~ TW
+2D 7'iv
zfl
+80 10+00
r +60
+20 T'fV
~cn TD~
is ~3 wa -w. Puw
aye sH6EtS nJlY1 f•~ TLN

mo xc mP+
lotvk PLANS
PRm ao~,w co~"cn01CONA~•

Iv, Yl- NORTNBOUNo 70

76
66

74
64
72
62
70
60
68

y ~

64

+40 +60

+60 60 +80 IOW +20 y~- SOuTH90UND
+40

+60 +80 13+00 +20
56 +40
• 12+~ +20
- MAN
So SNEET 13 FOIL 0 +60 +80
+2M0

• 4W TOV
+Gv
X80 (4
to ,60

13 FDa +00 13+00 +20 T N
i +20 +4t?
eec 4NEE1 Y1- ,rf1

NOY+t~ Smpm S
PRm norM~ aon G0 ~

Knv Iv, SO BOUND

66

T4 64

70 ~ ~

68 ~

66 ~

+40 +60 12 ~
V
62
+40
+t~
+80 18+00 Y1- SOS so SO
5g +20
56 +20 +40
-Lon 16 lan
PLAN
SEE VAWS 13 FOL
+20
1.5+00
+80

+20 +40

+80 ff +00 +20 +40 +60 +80 18+00
t60
+20 +40
+80 16f00
Z33 mt ~ 1df1 +60

YO 4ip Viso= jw,s w tom PLANS
5m 9 --..1
PRE, IMINA,
I
L SO BOUND

66

i
76

74

72

70 60

40 66 ~
62 +40 y~_ sou~HeouNO
~ +80 ti~ 76
+60
~ +2D +40 74
+60 +60
7
+20 ~
+80
+40 +60

76 ~

74

72

TO

66

64

. •t60 ~
+20 ~
~ ~ +80

li 20+00
+80
FLA$ +20 ~
nI1 +40 L60

I
core' 90uNp
t4o I
~I
I

PIPE DMA SUMYDRI 53 t~
ARYRS
p(N+ ppEA tHEC1ES1 s ~5D YS , MM
DEAN FREW $ ~r,d5 C M tW ~~TM~UUN~
pE5i a ~yatroN 09,6M
65b t80
5%
EDp G DyE L~ mu
a ERfOPPING ~ ~
~ P. 24t0~ +20
t60 ~
t40 I
~ t20
t80 23
lan
Ste stisol"s
22
1

I

~ tfi0
t20
~ ~t00

t
20
~
PMt00

man 23+00 +20

wy, cK V, I ml to DESIGN WE) NgR
~z m gBGINEER
5m
PRmLr V N u rn Smv PLANS

CGNST.~t'•
! iW lEY,
_yi- NOA?HBOUND

+60 +80 29+00 t20
t20 t40 Y1- SOUTHBOUND
+80 +00 +60
t20 ~
27+00
SEE SHEETS 14.15 FOR -Yl- t20 +40 26+00 TW tW

tr0 294W
L i +80 ?B+0'0 t20 Lin ~ G7
+40 +60
27+00 t20
+60 +80
SEE SHEETS 1415 FOR 261M t20 +40
+60 t80

WIL 5m Q ~J y PLANS
pRBLIM~N~

CO
Env Y~_ Np~THBOUN~

t40 460 +80
+20_ SOUTHBOUND
32+00 -yl
t60
Ain
+80 +80
31+00 +20
FOR +20 ~
30+00
+80
t40
+20

,I
I

• ~ t

32+00
+40 ~
31+00 +20
t60 t80
+40
+20
30+00
SEE SFIEET51516 FOa puN 44n

I
5, Q lom
PRE ~M~ y PLANS
~ ~N~avcnoH
fANEfA4'rR/W Yt- NORTHBOUND

+61J •f1_ SOUTHBOUND
+40
+80 5+00 +20

34+00 +20
+80
16aT WR -yj-
SEE SHEETS +20 i!1
33+00 T'N
460

~ +80

3!5+00 +20 +40 4W +80 34+00

+40 +60 +80
+20 +40 SEE SHEETS '6.17 FORr

!Luna _ Q ING KI toADNAY R/W D IG~~nv K
~NEEII
ENGINEER
5~"
PRELIMINA Y PLANS
~~11~~ 0V NO? USE FVR CONSI'ROCTIVN
Lo`ift
E/W •

T

m-

+ao +40
+80 11+00
t6o
SEE SHEETS e d ?3 FOR m- ruN 10+00 +40
tZQ

PROJECT REFERENCE N0,
P11W IA!!iUlO >r ~9190A
INC Rm srr NO. Hvc~RA1111CS
WAffMW'f p~DN
ar ROADWAON ENGINEER
AAWQ
EN EE
SM Q 10m PRELIMINA Y PLANS
m wdf Pax ~oNnxornax
Cquf.IlFl.
Rnv ~v,
TT3-
4
7

x

+20 4.60 +80 13+00 +20 +40
+20 4.4 ~ +80 12+00 ~
SEE sHEEr a Foa m- PLAN +60 +80 p4.00
10+00 +20

F

4

!34.00 +20
0 +20 +40 _H50 +80
12+00
4.60 +80
SEE SHEETS 4b FOR n1 PuN ~/1 +80 !1 +20 104.00 +20 +40 TDV +40

~ gIGWEEE
~ ~ sm port PANS
N
PRE DOO v NaMlnNwa nNS'x
~pHSfJPf•
S/W I.

i
ti
I

SEE smam FOS

Ill j!

S!

+80 i
+60
t ~ ~N1 tW
'8 ~n T"IV
~~nn ` ttn T80 TW
~ tGV T'N TW
+40
~n t00 t20
SEE StjWS 6-7 FOE'rr4- rtQU
a~~. rn f6

vvp -III N.Y a+GIN
5M Q ~m y PLANS
PREL
A MN
ca~•?M•
Rrv+ 'ft4-

+2j1 T[4-

ti +0
+00
+80
204M +20 +40
+60

68

+60 +80

25+00 +ZO
+40 +60 +40
+80
+80 24+00
M +20 +4O
.m eNEETS 7 S F00. n~

1NEER EN61N6R
RO @16AY 0
p ipJm
5 g PLANS
ii88o~c PRELIM wd~ NOT
COw•iv-
RrW KvTTA-

a

1

+20 +40
+gO 29+()o 29+00 TiA-
+60
+00
28
+2Q +401 +20 +40
t~ +80
PLAN
SEE SHEETS S 6 13 FFCI TT4- +00 274M r +Gv ~ +6
260 W

1

+GV 7.40
+gp 32~

31~ +20

SEE SHEEt +40 f60
+20 +40 +80 +80 ~
~A
13 FOR -TLh "N c ~A TOE
aRu_ i~ T'N

IIA A%try lilt V @+[jm-^
PRBLIMIN ~ yTMO~N

CON9t•~•

I

t

+20 +AO
+80

SEE ~e~ 13 tt~~~ PLAN, +60 +80 33,x00 +20 +40 +60 34+00
7`N
i

W

7

i

13+00 t20
+40 +60
+20
+80 12
+50
+20
ilk
4~0 +80
cYiEfS 11 13 F00. TT5- mw 'f'IV

PL" REPARM RYI PROIEa REFERENCE N0. SHEET NO.
FIAR&NC~ e& BD7CI194h iNta LF0519DA 65
pp~rgpygyyp AV04 jmff Aff f `I K1W SHEET NO. 90
jff ROADWAY DESIGN HYDRAULICS
mu
Am inw ENGINEER ENGINEER
5m • Q t0~m
Yd~ PRELIMINA Y PLANS
m NO 1198 FOR COM1RQC1'~QN
CONST.REY.
&/W REV,
-TT5-
68
T
64

54

tap tqp f60 t80 16~ t~ ~
SEE SHEET 13 FOR -TTS- PLAN tM t40 +60 ~ 15+ 20
t20 t40 f60 t80 14~l00 GLJ 175-
78
76
7
74

58

till 68
i SEE SHEET 13 FOR TTS- MAN
201 t40 +60 t80 ff+00 tao +60

. m 5~ lom
y pLA
PRm Nj~M 9N c„°cc

Itf~

t

13+~ +2D
+An +60 +80

+80 12~

+20

+t0 +10
Sgs 10 for 11+00

f{0
A~l +20 +40

+60 +80
+20 +40
15+00

Ira ~ ru*N 1

s9 lom
y PLANS
PRE NO us$ +

R~ T(

f

lgt
460

+~Bo +00
-LAn
f~
SEg sVOSS poCRnne ' ~ ff+CX7
7W

i

1