20080737 All Versions_Maps_20080425 (4)

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NORTH CAROUNA

R 1

4a, l7
o~
401
B IN J
2529

NCDOT
DIVISION OF HIGHWAYS
COUNTY
NICINITY WBS 34817. 12I(U-51 CA)

FAYETTEVILLE OUTER LOOP
M ~1t p s FROM SOUTH OF US 401 TO SOUTH
Permit Drawtng OF SR 1400 (CLIFFDALE ROAD)
Sheet 1 of_~,~
SHEET OF 08 / 24 / 07

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N.CTIN; ®7C
DIVISION OF HIGHWAYS

SITE MAP CUMBERLAND COUNTY
WBS:34817.31.2 (U-2519CA)
FAYETTEVILLE OUTER LOOP
~~f111 FROM SOUTH OF US 401 TO SOUTH
$hAA~ Z R 7 I OF SR 1400 (CLIFFDALE ROAD)

Y R IMPACTS
RM?T ~MpACT S~MNIA SURFACE WETS ng Existinel Natural
Gann
WETLAN PE Ck arinek Impacts S ream
Temp•
N~ IMp/aCTS Hand permanent T SW emp Impacts t ~ ft
WETLA ft
Tearing impacts it
Mechanized in SW permanent impacts
Excavation Clearing Wetlands ac
Temp in Wetlands ac
permanent Fm In Wetlands in
In ac 92
Structure Fill Wetlands Wetlands ac
ac 0.08
Station Size t TYpe ac
Site .23 020
F romR°)
No- t Embankment 0
595+50 to 599+50 "L_ 1.22
1 Brid e" C
+00 to 630+50 -L- 3 1001 RCB 326
2 604+00 to 28+00 Y1. 4-0.00 002 0.07
Brid
1+50 to 653+50 -L- 0.02 001
3 65 Pi e
687+50 -L- 0.10 0.02
4 Pi e
717+00 -L- 0.19
5 E~,bankment
739+00 to 741+p0 'L-
6
418
0.15 I.M.I.1~ p,•g.
0.25 pgL
gTA`NON OF T?P"4S
9
1.76 NC pEPARTMENT OF 416"W N
p1VISION
Fv ZVFVILLE OUTER LOOP
ply TQTALS'. CUMSERI p ND C0U-2519CAI
W@S - 34817. L2 I
9 23 2007
Bents in W etlands unknown
* Number of 9 sq• ft SHEET ~ ~~Dawwww w
,02
3 Bents in W etlands Pam
rJ'`~"
evised 3(3175
AtN R

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TYPE
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REFERENCES SHEET
N02D
SHEET 18
FOR -L" PROFILE. SEE SEE LEGEND FOR )GE SKETC)" SNEE
NP DETNLS' SEE
FOR r 2F
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REVISIONS

24-SEP-2007 06:53
r:\drainage\ ermtt\u2519ca_permrt_05.dgn
B/V/99

MATCH SHEET NO.4
STA. 606+00 -L-
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?p_2007 06:56 m~t_05"dgn
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TRAFFIC couNrs
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m
v REFERENCES:
' FOR -L- PROFILE.SEE SHEET N0.6
O -Y1- POT $+d,26+92p0 = l FOR -YI- PROFILE.SEE SHEET NO.24
/ FOR RAMPA- PROFILE.SEE SHEET N0.25
NE -Yl P - POT 6+926+4966
FOR -RAMPB- PROFILE.SEE SHEET N0.26
ov -RAMPB- X01 Sra29+3952 LEGEND FO
R -RAUPC- PROFILE.SEE SHEET NO.27
FOR -RAMPD- PROFILE,SEE SHEET NO,28
PpSta. 626 +04B7 PAVED SHOULDER FOR BRIDGE SKETCH, SEE SHEET N0.20
wo -Yl- Por +a .00 WHOLE FACE SARMENWALL FOR SHEAR POINT LAYOUT, SEE SHEET NO,2E
FOR RETAINING WALL PLANS, SEE SHEET W - THRU W _
FOR FALSE SUMP DITCH DETArLSEE SHEET 2F

PREUNMINARY ~tpMPLETE PLANS
1 ro am USA wn n:a neuu~vmuN
PLANS
PREUTOTMgN roNSrnvc^0N
. FOR
3wool &-a
=Ws'w. Of
tao
4~.S~A,~~k 1\ F~-D
626+79`~
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ND AP 5
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END APP ~ n
II 24 1 B I° } A
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40
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1'OT STA.
q{1PC- x i °4 D
a 1 \ C
1 1
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1 ~ \ ~~~~patror+ TRAfFf,~S
Yf- POT Sfa29+O5.00 = rn AUr rxur+ ~l
~ -RAMPC- POT Ste. +23.06
28+1670
I -RANPD- POT ~N S~koO - REFERENCES:
PROFILE. SEE SHEET NO-'9
ET
N~~~(P Sol FOR YI- PROFILE-SEE S
SHEET N0.25
n' FOR ' PROFNE.SHE EET O
FOR -RNIPA- P~ILE,SEE SHEET N0.26
FOR -RAMPS- P FILE.SEE SHEET NO-27
Yf- POT 5to,ffi+92.00_ +4g LEGEND FOR -RANPC- P IS SEE SHEET N0.?8
'RppPD- N0.2E
s 26 +396 FOR SKETCN
u>~+ FOR 9RIDGE ,SEE SHEET
-RAMPA- 5!0.29 lffr OJI,SEE SHEET
e -RAMP6 low pAVEOaxou FOR SHEAR PO NALL pLANs,SEE SHEET w _ T F w - I
m gjNpj.EFAF9A~ER~' FOR RETAINING CH DETWLSEE SHEET 2F
a POC $to.626+04 ® FOR FALSE SUMP DIT
u O Yf- T to.
m
N
N
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St L
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om
ou

co
PROIECI IEFOUNCE NO, EHEET NO.
U-2519 CA /6
SITE 2 SHEET NG.
AO'VDWAr DOGN HroK,WUa
4D ENGINEER BNGINEEA
E PLANS
PRE LIM I NAY ~ ~INCOMPLE

, USE UMMMN ium"ON
s "pt" PRELIMIN RY PLANS
RMY,mc DO NOT USE oc7ba 0.umcw
SN01 I~
K 1q,X1111{
N.. 1MRUWR
/
1 BEGIN CONSTRUCTION
I -Y1- POT STA.14+15.00 0 ! ~-WL.B
\~C FISH HATCHERY %
98 2749 PG 761
x~x-x_-x Tr c"LX____x- + 1
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_ PAYEOBHOULDErI FOR EB -Yl- PROFIIE,SEE SHEET N0.24
FOR FALSE SUMP DITCH DETAIL SEE SHEET NO 2F
i

n PROJECT REFERENCE NO, SHEET NO.
U-2519 CA 16
m
rdw SHEET NO.
SITE 2 ROADWAY DESIGN HYDNAULICS
ENGINEER ENGINEER
INlER
P RE LI M I NAY INCOMPLETE PLANS
USE FOR Acoumrmm
fro"` CsMNkq fwrk" Ic PRELIMINARY PLANS
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N' FOR FALSE SUMP DITCH DETAJI,SEE SHEET N0.2F

REVISIONS

24-SEP-2007 06:59
r:\dr-ri.ge\ ermi t\u2519ca_perm rt_ 08. dgn
6/17/99
MAT kt 46+(N0.7

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_ PAVECENOULDE41 FOR -L- PROflCE,SEE SHEET N0.22
wD FOR -SER RD- PROFIIE,SEE SHEET NO.31
FOR FALSE SUMP DITCH DETAIL SEE SHEET N0.2F
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ENGINES lr101NEr30.
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REFERENCES.
PAVEDSHOUL0ER FOR -L- PROfILE.SEE SHEET N022
FOR -SER RD- PROFILE,SEE SHEET N0.31
FOR FALSE SUMP DITCH DETAIL-SEE SHEET NO 2F

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23-S P-2007 11:13
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REFERENCES:
wa PAVED SHOULDER FOR -L- PROFILE.SEE SHEET NO. 2J
~a FOR -SER RD- PROFILE.SEE SHEET NO. 31
" fOR FALSE SUMP DITCH DETAIL.SEE SHEET NO.2F

ATE ® ®Y 141

STY
Sheets
For Index of ~s cov
See Sit 1 For CoMentlonol SymhO ~
See Sty' e SJRJEAN
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ECT U 51 CA POT
END S~`A
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T.1.P 9 5 + 00,00
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U"61 POT S PFRpoppreW K
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• EN T1P +00 OR G
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PO S pROoGT GgS G1. ONGTO ' , WAX DATE K F. H RO~gKGn
AWES c1 V'ROJBCT 1.49 M1. OF GAO a
U 1514 GA Al ~F pJtY ib 2 0 ra ~ytsroN m"0`"stR+j°R
IS A GOIyIITSD PROJECT 0
TErra S ASST DATA WAY T.I.P. Z519~' a DATE: raa
D SIGN OF R0XD PROJECT U q.15 MI. L81Tf O mY S. vio
LEhIGT pct
CTUO T.I. • CA Cr eN JtOADVVAY
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OF l}.1514
b G pHtG S S AST 2001 ' x$,100b00 LENG~ OF 5 TRi1 TIP PROJE AGE; ROBERT . xo+ nas
t ' • g0 1~ ppT 2021 % SO?AL ~KG1H X~}T GOI ~ nssx~`
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U, Note.- Not to Scale '
*S.U,E. = Subsurface Utility Engineering STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS
WATER:

BOUNDARIES AND PROPERTJ Water Manhole
State Line - RAILROADS' Water Meter CD
Standard Gauge Water Valve
County Line ax - -
Township Line G EXISTING STRUCTURES.' Wafer Hydrant .0
RR Signal Milepost W(EPOS! 35
-
Recorded WG Water Line
Switch MAJOR:
City Lina -
Desi noted lYG Wafer Line S.U.E. Line - -
RR Abandoned - - - Bridge, Tunnel or Box Cu Wert 0 g ( *1-
Reservation cont
RR Dismantled Bridge Wing Wall, Head Wall and End Wall - CaWC Above Ground Water Line A/G Water
Property Line MINOR:
Existing Iron Pin ° RIGHT OF WAY
Head and End Wall ~,a - Nc
Property Comer Baseline Control Point .
Pipe Culvert N Satellite Dish CC
Property Monument EM Existing Right of Way Marker Footbridge >
N Pedestal
Parcel/Sequence Number Existing Right of Way Line -
Existing Fence Line ~ Drainage Box: Catch Basin, DI or JB ? N Tower
g -x-x-x- Proposed Right of Way Line
Paved Ditch Gutter - - - - - UG N Cable Hand Hole ~
Proposed Woven Wire Fence a Proposed Right of Way Line With
Proposed Chain Link Fence 9 Iron Pin and Cap Marker Storm Sewer Manhole Os Recorded UG TV Cable
Proposed Right of Way Line with Storm Sewer Designated WG N Cable (S.U.E,*) --T.---
Proposad Barbed Wire Fence Concrete or Granite Marker Recorded LPG Fiber Optic Cable -r
Existing Wetland Boundary
ISdsting Control of Access jJTjjj?IES' Designated USG Fiber Optic Cable (S.U.E.*)- ----^ro---
Proposed Wetland Boundary
Proposed Control
of Access POWER:
• Existing Endangered Animal Boundary
Existing Easement Una --E-- Existing Power Pole + GAS:
Existing Endangered Plant Boundary Proposed Temporary Construction Easement- E
Proposed Power Pole ~ Gas Valve 0
BUILDINGS AND OTHER CULTURE.' Proposed Temporary Drainage Easement- -THE- Existing Joint Use Pole Gas Meter
Gas Pump Vent or U/G Tank Cap 0 Proposed Permanent Drainage Easement- -PDE- Proposed Joint Use Pole -b- Recorded WG Gas Line a
Sign o Proposed Permanent Utility Easement -PUE- Power Manhole © Designated UG Gas Line (S.U.E.*)
Well W Power Line Tower ® Above Ground Gas Una A /G Sae
Small Mine 5z ROADS AND RELRTED FEATURES.'
Power Transformer 0
Foundation 0 Existing Edge of Pavement
UG Power Cable Hand Hole ® SANITARY SEWER:
Area Outline ~ Existing Curb H
Proposed Slope Stakes Cut H-Frome Pole Sanitary Sewer Manhole
Cemetery 0 F Recorded UG Power Una P Sanitary Sewer Cleanout p
Building Proposed Slope Stakes Fill Designated WG Power Line (S.U.E.*) - UG Sanitary Sewer Line tt
School Proposed Wheal Chair Ramp ©
l~ Above Ground Sanitary Sewer A/6 Sanitary Serer
Church r~ Curb Cut for Future Wheel Chair Romp - cF
TELEPHONE; Recorded SS Forced Main Line Fu-
Existing Metal Guardrail
Dam Existing Telephone Pole Designated SS Forced Main Line (S.U.E!) -
Proposed Guardrail T T T
HYDROLOGY Existing Cable Guiderail Proposed Telephone Pole -0-
n n n
Stream or Body of Water - - n n n n Telephone Manhole 6 MISCELLANEOUS:
Proposed Cable Guiderail
Hydro, Pool or Reservoir r--- Equality Symbol Telephone Booth 0 Utility Pole •
Jurisdictional Stream Telephone Pedestal p Utility Pole with Base 0
Pavement Removal ® Object o
Buffer Zone 1 -sz 1- Telephone Cell Tower Utility Located Buffer Zone 2 -ez s- PEGETATION.' UG Telephone Cable Hand Hole Ea Utility Traffic Signal Box m
Flow Arrow Single Tree Q Recorded UG Telephone Cable Utility Unknown WG Line -
Disappearing Stream - Single Shrub 0 Designated LPG Telephone Cable (S.U.E.*)- ----r---- LPG Tank; Water, Gas, Oil
Spring cam" Hedge Recorded LbG Telephone Conduit a AEG Tank; Water, Gas, Oil
Swamp Marsh v Woods Line Designated UG Telephone Conduit(S.U.E.*)- ----r~---- UG Test Hole (S.U.E.*) m
Proposed Lateral, Tail, Head Ditch Orchard {3 4 4 4 Recorded UG Fiber Optics Cable Abandoned According to Utility Records - AATUR
False Sump Vineyard vneyara Designated UG Fiber Optics Cable (S.U.E."y Tr.--- • End of Information E.O.I.
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\ PROJECT REFERENCE 140. SHEET No.

DATUM DESCR IPT ION N \g U-25RW9 SHEET NO. 4
\ ROADWAY DESIGN ITYDRAIAICS
\
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT ENGINEER ENGINEER
N83
°?N
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
INCOLE E PLANS
m^ \ oo war ~aa /V ACQUWMON
NCGS FOR MONUMENT 72D8" MP
WITH NAD 83 STATE PLANE GRID COORDINATES OF PRELIMIN RY PLANS
NORTHING; 507897124f11 EASTINGE 2051616.47 1 lftl BARKER CORPORATION DO war USE a CONMUMON
DB 0675 PC 20
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999874560 \ .
THE NE. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
108" TO -L- POT STA600+00.00 IS -RR-POT 09+96.21
.11
S54 012'39.16" W FOR A DISTANCE OF 77,3853147 - 9R-BY-PINC PINC 9.18+IO.tl
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES O.AT RT /
END TIP PROJECT U-25196B BEGIN TIP PROJECT U-2519CA Stantec
VERTICAL DATUM USED IS NGVD 29 ka.3 kv.
-L- POT STA. 600+00.00 -L- POT STA. 600+00.00 1 c
9k9 riAnww
BEGIN RIGHT-OF-WAY +00004- aw. IN ~s
-L- POT STA. 593 +23.48 110.00 M 210.D0 nn
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0 om - / / -L- POT STA 604+45A7 +
BEGIN APPROACH SLAB \ EKW..KW
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y 50' fTYP.J Q o0a0 hn \
251 TAPER IYPaE R \ \ \ \
11
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c BY OTHERS \ I \I/ ^ G ° n OJ
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BEGIN CONSTRUCTION-
/ -L- POT STA. 598+36.00 \ _ _ - - 100.00
l 1 -
F- - - -F - - F- f -L- POT SIa605+7284 = - - F _
-RR- POT SIa.13400DO
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\ 700.00 Rn 1 1 +00.00 4-
1 700.00 PM O
1 I I
\ BARKER CORPORATION $ a
1 DO 5675 PC 120 +
v
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\ LEGEND
o \ REFEREA?CESr
oz / FOR -L- PROFI(E,SEE SHEET NO. /8
u \ I' PAVED SHOULDER FOR BRIDGE SKETCH, SEE SHEET NO.20
FOR FALSE SUMP DETAILS, SEE SHEET 2F

8/17119
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RAMPA- ' U-2519 CA 6
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m P18 $t0 22+17,75 P1570 18+75,3() 0. -L-POT 620*BIAT AES SHEET NO.
9S = 0 42 58 3• p ° ff 5e 9.5• (LT! 318.76 L 34,45.96 UJ ROADWAY DESIGN NYGAAUtICE
316.T6 LT ~ ENGINEER ENGINEER
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cr = L =6(935' NAD B3 Stantec
ST = 3333' T = 3(0y2y.9' -
~ BL-T s,,,,Kcmankv ,b,~ INCOMPLE E PLANS
B YI-POT 26,37.26 ~b
.wiX I 2
R 4r $at* "Moo. JN/M "WoM AOeO PRELIM W NOi IN /v Acoui&floN
-BYIPINC 20,42,53 i DO NOT USE
K Te S~~oo O cD6RY RY PLANS
WN57RUC[70N
,AA 1 Iw=16"1N
R ,tl, p 1~"
v -JI FVNPD U2519-81 P 4, l IQ, \ O
-YI-POT 3D+91 1
P( Sto 20+24.06 PIS SIG 23+25JO - ` G G
BYI-PNL 25,03.82
p= 740.50.4(RT) As = 0'421583' 0034 RT l 4 END BRIDGE N
D = r25'56S' Ls a 100AX1 _ ( 1 s~" -L- POC STA626+795( a Q z_`x
C 53621 LT - 6657' 1 P5 a 1 \ o ,
T =2685( ST - 3333' 1 z Iz' 12' 1 n 5 Z N 1
R = 44 MA r IG' ` 5 + ' N v rJ -L-
I ~ 5 F r N
C 1
SE OD4 d C o
END APPROACH SCAB 4' I`'• arv R
b ~a ~ l P! t
0 659+43.52
C P m'
S 2 1
h -RAN T CO
P8 PO STA26+61 O END APPROACH SCAB m~ p 46 55/6,0'fRT
A Y CO
m 4•
NC H HATCHERY -L- POC sra 627±DOt11 L O' 30' OOA
N N Q W m oF1,94 ? ~
c = 9.3842r +75:00 -RAMPk
N e i~ 3 ( a ° T = 4,973221 ,35CORPORATION BARKER CORPORATION m +40.64 -YI- o ° arc R = 11,459.
DS 36TS PG 120 uo.ao ~n m Q I ' IB +es.0oaUWA ( SE = RC
V1 tp x~ * 2 12 ~ ~ ~ 9Ua6 95.00 ~R7} ~ ;
° ° 921 P
Pl. -RAMPS.-
110.00 p
1 V:
RAGE 450+91.76 -FAVA-
B n '
L F~ N1
5
t IT5Y0P'J + ,76 .00 n
lD EXP.6UTTER
5000 END BRIDGE 1 \ m a a \
RD -RANPB- POT STA 26+3 25 60
Cx0 600 P5' z , a1
_
~ TYPE B- zP.901TE 212121 ~ _ . +50 13 1 -
RANPA- .
b _
4
4ow m. -q
9
-RAl/P8- " sa r~Pfl 30.R1 2O EYP.GUTTER Q
N 4 `N r3214aB"E . . .d- -1
b \
P F TYP B-TT ~EkA, 6UTTEF p9 _ Pglp AMIG WALL
4- \11 14
Z
F 'F/ I a' 1 t a' E B 3nfiz
m Z JI5' ` Lr
y t. NOfl3 E ry W
0 N ~ -L- / ~ Y350 EP JiLL ~
LU} ns~ 2265' uE F ~I ° °o o L4+
A "
NP ca IO a HM
W211 _71 20-R1 W
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' r 25 "
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+ r J +4 25
. 4
11` 4
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+75.00-RAMFO- 4' 30 a •R 1 Pn7w.FE7A~Wxc W.vt
55.00 SRI) I 11 1 t . , O
1~ 1 b 4 / END GR O
600 TAPE z
n BEGIN BARRIER WALL 3
N END APP SC -RAYPD- STAP5+60A0 IFLLIAN kGTLLIS
-RAYPC- ST 24+10A0 ' 1 END REr.w
* yp y +5LD2 -AAA4F 0~ DB 3940 PG 396
END BRIDGE -F- 70,00 M
i - RAMPD- ST .26103.00
-RI{~(PC- P0T STA 3+850
60
'cm I B roT A
s 1 B ~ _
E'
+16,00 -EMIFCr _ Z,, C G N * +00.00
tio.0o
1 109.70 M1-n YI-
Iml O
J -L-eff
30 411
DB/36T5 120 m 3 -Y1- POT Sta,29+0500

RAYPC- POT SIo, 27+23D6 ++5555`w C 12345 ~g~g D
f RANPD- POT Sto.28+1670 M; Q
v ¢ I k E N0 ,1~' BA De trios PO ORATION
0
a ~GN S~koo ADT TRAFFIC COUNTS
CL ~ (HUNDREDS)
i7 REFERENCES.
u / FOR -L- PROFILE.SEE SHEET N0.19
KI FOR -Yl- PROFILE,SEE SHEET N0,24
N YI- POT Sto,26+9200 =
D FOR -RANPA- PROFIlE,SEE SHEET N0,25
O -RAYPA- POT Sla.26449.56
FOR -RANPB- PROFILE,SEE SHEET N0.26
Na / NE \ -RAMPB- POT Sta29+3952 LEGEND FOR -RAYPC- PROFILE,SEE SHEET NO-27
FAVE sx0u R FOR -RANPD- PROFILE.SEE SHEET N0,26
om / E L- POC Sta626+04B7 ° FOR BRIDGE SKETCH,SEE SHEET N0.2D
O -YI- PDT S1a28+00,00 FOR SHEAR POINT LAYOUTSEE SHEET NO 2E
O Q SINGLE FACE BARRIER WALL
FOR RETAINING WALL PLANS.SEE SHEET W _ THRU W _
FOR FALSE SUMP DITCH DETAIL .SEE SHEET 2F

P r, \ \ PROJECT REFERENCE NO. SHEET NO.
ti ` \ U-2519 CA 7
RW SHEET NO.
m TAI 4A t~ -L ROADWAY DESIGN HYDRAULICS
SPEOA 4 4o sa" w/HINGE PI Sto 659+4352 ENGINEER ENGINEER
s o
Rmva P 0- 46 55'160'(RT) \ \
64 -BY2-29 D - 0'30'000' INCOMPLE E PLANS
iron -L-POT 638+56.08
D Difth
~(G L - 9,38422' SrmNe te~rnYq Swku w Nor USE POa n ecmnamcw
POT 5+00.00 LM4 70Ap1 AYY IrerN peX
i = 487321' wlnc PRELIMINARY PLANS
417.73 Li
-I 6.01 J" Min. D= 1.0 Ft, R = 11.459J6' OSAUM DO NOT USE commuenoN
FROM STA. 696+00 TO STA. 611+50 LT. } SE = RC IwyOM LN
X'
. 2
1 O
a
NC FISH HATCHERY
\ V DO 284 PC S28
63
o ~p
Ln
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NC FISH HATCHERY \ \ P` sW QQR p
D8 284 PG 528 \ \ \ b ~"'s, TDO 092 PC PAL `Y b
"o n \ \ C b v1 I. PDE
+ m \ \ \ d J. cl: +54.00 -I' RI 00
+06.
-L•
W
h 0
+50.00 -RMVk ERL9T, KW -RP k nL00 hit 271.00 ~ 6 y (LT)
92.96 h1 I 70li
80.00 (q
END BARRIER WALL m~ mo (L \ \ I `V -
END RETAINING WALL \ Q 59.65
-L- STAA 634+50.00 \ \ MET, RW -p A- 1 ~ 0 xm'0'D'T
Q: $ 92.14 (KO
\ \ I i5N00 WILLIAM J. GaL15
300' TRANSITION (u)
P DO 3940 PO 394
- - ---C +80.00 k +17.00 -I'
N a'^ G4AU 350 - v- - NON'0'E 160.00 hn 150.00 hA EIP
25' qo. 3D0'TAPER
1 V EYaAO
(T 2.
-RAMPA- e a \ \
- AMPA -
Z 2W TAPER EXP.GUrTEA GRA(/ 3 EN
y,
\ j
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fn 1$ .6
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\ h SDi~. _
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n .
N $ N
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v1 /
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q END RETAINING WALL RAW D-- ' M1n END BARRIER wACI END EXP,GUTTER * l4
-RANPD- +60.00 ' f ERIST. WW 4,
a -L- ST0.634+00,00 60,00 hn END EXP,GUTTER ~ y. END RETAINING WALL
a -RANPD- +45.00 t0 C BEG. EXP. GUTTER 17SA0 CP
°o o p -RANPD- STA. 16+60,00 q bt~
M JWILLIAM GR.LIS WILLIAM LGILLIS , I
DO 3940 PC 394 fn V DO 3940 PC 399 i SQ Oh ^ O
p R k WILLIAM J. GR.LIS
DO 3940 PG 394
5 mN
a 1 n II
' arc
- 00 3 0
Tn aYm
rv
-RAMPA- -RAMPD-%
Pis Sto 22+17.75 P/ Sta 18+7536 Pls Sto 15+31.74 PIS Sto 17+4129 PI S7a 14+0428 Prs Sto 10+55.69
9s = 0 42 583' 852 17.5 (LT) Bs = 0 42 58~' es = a30'41,7' A - 6'13'120'(LT) Bs - 0'15'047'
Ls = 100.00' D = r25'56fi Ls = 10000' Ls = 100.00' D = lOP233' es = 0 30 41J'
m LT = 6667' L = 61935' LT = 6667' LT = 6667' L = 607-W Ls - 100.00'
t ST = 3333' T = 31029' ST = 3333' ST = 3333' T = 30428' LT = 5569'
R = 4,00000' R = 560000 ST = 443P
T
O ~O r
N Y~
LEGEND
1$ 5~ REFERENCES:
a L
PAVED SHOULDER V FOR L- PROFILE,SEE SHEET NO.9
CCE
o G4~~~~ FOR -RANPA- PROFILE.SEE SHEET N0.25
oa SINGLE FACE BARRIER WALL FOR -RAUPD- PROFILE,SEE SHEET N0.28
FOR FALSE SUMP DITCH DETAILS,SEE SHEET NO.ZF
z1w
N iP1

REVISIONS

15-NOV-2007 15:313
r:\roadwa g\ q,
u2519. -rdy-psh-08.d9n
$
8/17/99
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MATCH
660
SHE 0.9
SFA- 660+00

REVISIONS

15-NOV-2007 15:38
r:\roedva \ ro
F$ '13 \u2519ca-rdy-psh-09.dgn 8/17/99
S A 660+00 -NO- L- S
660 ~y`ooo~

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MATCH SHEE ` E
STA. 674 + 00 -L_ ~o z
0

REVISIONS

I5-NOV-2007 15:38
roaddwa \ ro , 2519ca-rdy_psh-IO.dg, 8/17/99

STTA. 674+000 - 9

\ i
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\ A w~ I \ / - a0 0 0 0\a0 y660 ¦O 0~~q0\
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nmo i f 35'
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P r W o
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Z
STA. 688+OQ -L- it L- rn
0

m \ PROJECT REFERENCE 140, SHEET NO.
n e
U-2519 CA 12
\
\ \ kW SHEET NO.
Pis S(o 713+8793 Pl Slo 725+73.26 Pls Stu 736+67D6 \ \ ROADWADESIGN HYDRAUUCS
Y ENGINEER
(9s - 330' o00' p= 40 54 576 (LT) Bs = 331Y DOA
Ls = 35000' D = 2'00'OOD' Ls = 350D0'
LT = 233.38' L = 2,045.80 LT = 233,38' 27 Stmtec INCOMPLE E PLANS
ACQUESM~
PI Sta 659+43.52 \ p 0 (RT) ST = 1167r r R = 1,0667r 2,86479' ST = 1167r DS Z.D. 2428 O PG SON 787 ` ` 5a. > 3= 6a s.nla. N~ ~A
4855 16
kiftwe MaoAai va o-w4e A,r
D = 0'30' ROD' \ ML : PRELIMINARY PLANS
L = 9.38422 SE = ON &now DD NOT USE 10 COMB BUCT ON
IK &617a1
T = 4,9732r -SERVICE RD.- -SERVICE RD.-
R = 11,459J6 PI Sto 36+9635 PI Slo 73+5260 `
SE=RC
RO = 125 A - 16'28'07.7(RT) p = 4r/4'239 (LT) `
D - 0'2939D' D = 2'04'593' ` 28 4r
L = 3.332.57' L = 1,97972
= = ` JULIA T. ¦.r. SANDERS
T 1,67785' T 1,03493' DB 06
R = 11,594J5' R = 2750.47' iq
SE NC SE 04
RO = 100 PRESTON D. JACKSON \ N0
DB 2428 PD 783 b \ \ a
O C \
C 25 p h 501L
PATAICCIA HESS \ \ 65+17.67 .00 O~
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63.00 D7) s s \ .
N r- I
\
CRAY 350 --F- . _ - P51
T . F_ 60 82 ESR)
55 ` \ i
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MONO, N 42'00'27D•E
\
50, 50' A \
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- DB 2428 PC 787
l 1
25 N
d m PATRICIA HESS 175.00 (RT)
a a
+64,54 m~ m d DO 2T62 PC 597 !j m o \ \ _
175.00 0
PRESTON D. JACKSON \ \
DS 2426 PO T83
C~ \
r ~
a
<721,
d ~
N
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LEGEND REFERENCES: \
0
PAVED SHOULDER FOFOR -L- R -SER D1-1 PROFILE.SEE SHEET N0.'S 30 & 31
z°: \ FOR FALSE SUMP DITCH DETAILSEE SHEET ND.?f
N l:

PROJECT REIEREIJGE ND: SHEET ND.
U-2519 CA 13
-L- -SERVICE R &W SHEET NO.
ROADWAY ONION HYDLkUUCS
Pls Sfo 713+8793 PIS1o 725+7326 0 736+67.06 P/ STD 73 52 \ \ ENGINEER ENGINEER
6s = 3'30'00.0' p- 40'5457.6'(M_ s = 3'3YOO.0' p = 4 4 23 f4T)
Ls - 350.W D = 2'Q700 , Ls = 350DV Dy 04'5 3' \
LT - 23338' L = LT - 23338' C - /,97972 INCOMPLE E PLANS
ST - I16.7r T = 7r ST - 1167r m nm vse nne iw wccuonnoN
T - IA349 ' w
R 286479 R - 2750 PRELIMIN RY PLANS
• 0A7 / r- 00 NOi US6 RO OONSTAUMON
+74,00 -51-
220.00 hn
1 VV +u.GO -SR_
2:7AO M1n
/ +00.00 -sit-
65.00 65.00 (LT)
ISFo
1 eBAND
vI/ ur M DITCH
SEE DETAIL 2A
M
m 40= V SALT
,RNA 7.5 TT.T. SANDERS
(SR) /30 Ism D8 06 PG 389 / 1 I +62.00 4R-
~
551Lr 'L ~ rsW I 65.00 an
6. ~ ECM l
O6 -F-
GRAM 350 ?
mac,-
u. GRg7 357
N
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T _ AvlcE
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.
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+01:56 4, F -F .-...._F - -F - -F -F F _ F f - F F
f„ 175.00 (IM - -
1 i
h y
y
y 27
Z JACKSON
v 2 PG T87 n o
l N ~
N
r F O
a a JULIA T.6 TI.T.SANDERS
m m o DB 365 PG 285
ri I I
i I
a 1
u 11
v I
I
ID
-x x~ x---x-1
rv
~0
~L LEGEND
o °m REFERENCES.
FOR -L- PROFILE.SEE SHEET NO.22
u
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FOR FALSE SUMP DITCH DETAIL,SEE SHEET M0.2F

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42 / ' \ \ q21 lob 4 8115 B/pti REFERENCES:
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FOR FALSE SUMP DITCH DETAIL. SEE SHEET NO 2F
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