SW8060118_APPROVED PLANS_20060515

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWL/N���
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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P
IR
L
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See Suet I -A For Index of Sheets
See Suet t-8 For Conventional Symbols
BEGIN BRIDGE �r
-tr STA. 53+0B.00 +�
-Y
� r
{� -Y5- I
Y4- \
-Y2-Y3-
�CMA.t
ptaN�
OL
DIVISION OF iH[lG iH W AYS
BRUNSWICK COUAITY
LOCATION: NEW ROUTE FROM SR 1104 OCEAN BEACH DRIVE)
TO NC 211 (SECOND BRIDGE TO OAK ISLAND)
TYPE OF WORK GRADING, PAVING DRAINAGE, CULVERT, STRUCTURES,
SIGNING AND SIGNALS
-AC2-
END BRIDGE
INTRACOASTAL
—L— STA. 10 + 00.00 BEGIN TIP PROJECT R-2245
uIIIML14
■11
-L-.ISR 1105) MIDDLETON AVENUE
-Yl-, iSR 1104) OCEAN BEACH DRIVE
-Y2-,00LPHhV DRIVE
-Y.3 -, P£UCAN DRIVE
-Y4-.wxrrE LANE
-Y5-. (SR IM) OAK ISLAND OWE
APPROVED
WM CMUNA EMONMEM
GEMEWCOMMWON
V=DF WAM QWAW
I's-p44 -2coo
-r6-.YACHT DRIVE
-Y7-, (NC Ott) SDUTHPORF-SUPPLY ROAD
-Y6-. (54 1500) MIDWAY ROAD
-A C1-.ACCE55 ROAD 'i
-A0C2-,ACCESS ROAD '2
-ACC3-,ACC£55 ROAD '3
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III .
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF OAK ISLAND.
ACCESS IS NOT CONTROLLED FROM OCEAN BEACH DRIVE TO 835' SOUTH OF YACHT DRIVE.
ACCESS CONTROL IS LIMITED TO POINTS AS SHOWN ON THE PLANS FROM 835' SOUTH OF YACHT DRIVE TO NC 211.
nan
.ran r.u�-r �vuarc� wa
s�i-r
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a�isare
•C•
R-2245
1
34407.1.1
STP-1105(61
P.E.
34407.3.1
STP-1105M
RW & UTIL.
nECEIVED
APR 1 ?� 2006
D O[oU((�
-?Rod #
S3
�� TO SUPPLY
/ � l
I I
� x
I �
—L— STA. 248+66.02 END TIP PROJECT R-2245
I TO 80t$via
Ij
TO SOUTHPORT
PRELIMINARY PLANS
M %,d um MR LQvS u=DN,
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared In the office of:
DIVISION OF HIGHWAYS
HYDRAULICS ENGIII�SR
DIVISION OF HIGHWAYS
STATE OF NORTH CAROL INA
50 25 0 50 100
ADT 2003 = 11600
ADT 2025 = 27400
LENGTH ROADWAY TIP PROJECT R-2245 = MI
1000 Birth Ridge Dr., RateiSh NC, 27610
2M sTX\MA" SPscmMnONS
PLANS
50 25 0 50 100
L
DHV = 8 %
D = 55 %
T = 3 %
V = 40-60 MPH
• TTST 1% + DUAL 2%
FUNC CLASS = RURAL
COLLECTOR
LENGTH STRUCTURES TIP PROJECT R-2245 = MI
TOTAL LENGTH OF TIP PROJECT R-2245 = 4.520 MI
GLENN W. MUMFORD PE
P.B
PS
srers DMIGN MMMAR
RrGHT OF WAY DATE:
PRIL 2 2005
PRGJSGT SYGQ1B81t
LISA W. SHAPIRO, PE
ROADWAY DESIGN
ENGINEE74
Ps
stG.urc�8:
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
PROFILE {HORIZONTAL}
1a 5 0 10 20
i[ )�_[ [_
LETTING DATE:
AUPUST_ 15 2006
PRGJZC7' raaslax A'GWI3dR
PROFILE (VERTICAL)
amsrav .vzurti7srR.{roR a,srs

f"

Note: Not to Scale
L
*S. U.E. = Subsurface Utility Engineering
STATE OF NORTH C:S\]f3O1LIN
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY
State Line ------------------------------------
— -
aunty Line ---------------------------------------
----
Township Line ---------------------------------
-- --
CityLine ------------------------------------
Reservation Line ------------------------------
- —
Prop" Line ----------------------------------
Existing Iron Pin ------------------------------
o
Property Corner -------------------------------
Property Monument ----------------------------
0
Parcel/Sequence Number ---------------------
pa
Existing Fence Line -----------------------------XXx•-
Proposed Woven Wire Fence -----------------
a
Proposed Chain Link Fence-----------------E
Proposed Barbed Wire Fence -----------------
Existing Wetland Boundary ------------------
- ----
Proposed Wetland Boundary -----------------
Existing High Quality Wetland Boundary ------
rox°
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary ----------
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or LPG Tank Cap ------------
o
Sign-------------------------------------------
o
Well -------------------------------------------
°
w
Small Mine ------------------------------------
5Z
Foundation ------------------------------------
0
Area Outline ---------------------------------
0
Cemetery ------------------------------------
0
Building---------------------------------------
School ---------------------------------------
Church---------------------------------------
161
Dam
HYDROLOGY -
Stream or Body of Water
Hydra, Pool or Reservoir ---------------------- .---
River Basin Buffer --------------------------- ROB
Flow Arrow ---------------------------------- < —
Disappearing Stream -------------------------=-- —
Spring---------------------------------------- or-.._ 1
Swamp Marsh -------------------------------
Proposed Lateral, Tail, Head Ditch -----------
False Sum -------------------
RAILROADS.•
Standard Guage------------------------------ ' M.
;
RR Signal Milepost ----------------------------
wr1�POSr ,75
Switch-----------------------------------------
RR Abandoned --------------------------------- — --._ —
RR Dismantled --------------------------------------
RIGHT OF WAY
Baseline Control Point ----------------------
0
Existing Right of Way Marker ----------------
A
Existing Right of Way Line ----------------
-
Proposed Right of Way Line ----------------
—`�—
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker -------------
Existing Control of Access -------------------
— 5) —
Proposed Control of Access -------------------
Existing Easement Line -------------------
--E--
Proposed Temporary Construction Easement -
e
Proposed Temporary Drainage Easement----
roe
Proposed Permanent Drainage Easement -----
PDe
Proposed Permanent Utility Easement --------
Pue
ROADS AND RELAMD FEATURES:
Existing Edge of Pavement ------------------- -----
Existing Curb -------------------------------- -----
Proposed Slope Stakes Cut ------------------ --- c ---
Proposed Slope Stakes Fill ------------------- --- F___
Proposed Wheel Chair Ramp ----------------- (90
Curb Cut for Future Wheel Chair Ramp ------ 9
Existing Metal Guardrail ---------------------- — *— —-
Proposed Guardrail -------------------------- T T T
Existing Cable Guiderail---------------------
Proposed Cable Guiderail-------------------- ^
Equality Symbol -------------------------
Pavement Removal ---------------------------
VEGETATION.•
Single Tree ---------------------------------- {
Single Shrub -------' - - - t�
Hedge----------------------------------------��^
Woods Line ---------------------------------
Orchard--------------------------------------- C? Q Q C?
y"sY�a
Vine ard------------------------------
---------
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert ----------------
Bridge Wing Wall, Head Wall and End Wall
COnC ww
MINOR:
Head and End Wall ------------------------
Pipe Culvert --------------------------------
-----
Fo*tbridge-----------------------------------
r-------�
Drainage Box: Catch Basin, DI or JB ---------
❑`B
Paved Ditch Gutter--------------------------
-----
Storm Sewer Manhole ----------------------
O
Stone Sewer -------------------------------
—-
MIMES'.
POWER:
Existing Power Pole --------------------------
i
Proposed Power Pole -------------------------
b
Existing Joint Use Pole -----------------------
Proposed Joint Use Pole ----------------------
Power Manhole ------------------------------
Power Line Tower ----------------------------
Power Transformer ---------------------------
B
LPG Power Cable Hand Hole----------------
ED
H-Frame Pole ---------------------
Recorded LLG Power Line----------
DesignatedUeG Power Line (S.U.E.*
TELEPHONE:
Existing Telephone Pale ---------------------
f
Proposed Telephone Pole --------------------
-0-
Telephone Manhole --------------------------
6
Telephone Booth -----------------------------
W
Telephone Pedestal --------------------------
IT]
Telephone Cell Tower ------------------------
.il
1.1,13 Telephone Cable Hand hole ---------- -
Ed
Recorded USG Telephone Cable -------------
Designated UG Telephone Cable (S.U.E.*)------�----
Recorded LPG Telephone Conduit ---------
r
Designated WG Telephone Conduit (S.U.E.`)--
Recorded UrG Fiber Optics Cable ------------
ra
Designated LPG Fiber Optics Cable (S.U.E.`)
WATER:
Water Manhole -------------------------------
Water Meter----------------------------------
o
WaterValve ----------------------------------
Water Hydrant -------------------------------
.0
Recorded UAG Water Line -------------------
Designated WG Water Line
-
Above Ground Water Line -------------------
AEG w"t°r
TV:
TV Satellite Dish -----------------------------
CC
TV Pedestal ----------------------------------
TV Tower ------------------------------------
LPG TV Coble Hand Hole -------------------
Recorded WG TV Cable --------------------
Desi nated LPG TV Cable S.U.E.'
- - - -�•- - - -
Recorded LPG Fiber Optic Cable ------------
nr:
Designoted UG Fiber Optic Cable (S.U.E.`)--
-- --+•ram--
GAS:
Gas Valve ----------------------------------- Q
Gas Meter -----------------------------------
Recorded U4G Gas Line ---------------------
Desi nated LkG Gas Line S.U.E.* - - - - -
Above Ground Gas Line -------------------- .�G cos
SANITARY SEWER:
Sanitary Sewer Manhole --------------------
6
Sanitary Sewer Cleanout--------------------
p
WG Sanitary Sewer Line --------------------
ss
Above Ground Sanitary Sewer --------------
- c sar,it-,. s..a,
Recorded SS Forced Main Line--------------
rss
Designated SS Forced Main Line (S.U.E.*) --
— — — —rss— — — -
MISCELLANEOUS:
Utility Pole -----------------------------------
•
Utility Pole with Base ------------------------
0
Utility Located Object -----------------------
D
Utility Traffic Signal Box ----------------------
Utility Unknown UG Line -------------------.
WG Tank; Water, Gas, Oil -------------------
A/0 Tank; Water, Gas, Oil -------------------
UPG Test Hole (S.U.E.*)----------------------
m
Abandoned According to Utility Records -----
AATUR
End of Information ---------------------------
E.O.I.

Ci
� 1.5" fi9.S6
C2 3" S9.8B
C3 VAR. S9.5B
D1 4" I19.08
132 VAR. 119.00
El 4"B25.OB
E 2 VAR. 826.0E
�J B" ABC
R1 1'-e" c a a
R2 2`-e" c S 0
R3 2'-0" C a a
S 4" CONC SIDEWALK
u EXISTING PAVEMENT
T EARTH MATERIAL
W1 WEDGING DETAIL NO. 1
W2 WEDGING DETAIL NO. 5
s-
VARIABLE
SLOPES
6.1
VAR $,
11' W/GR
4'
FDPS
6"
O.Oa 0.02
b.�
u
f
8'
VAR 12' TO 36'
VAR. 16' TO
36'
4'
I
20' .
FDPS (c
2
GRADE
2 Cl i Por Cl
C2
Dl
0�02
0.02
i
0.02
Di 15� I 15"
El U
TYPICAL SECTION NO. 3
—L-- STA. 27+20.00 TO STA. 32+00.00 LT.
—L— STA. 27+ 44.00 TO STA. 32 +00.00 RT.
f
1
Ll
30' 30'
24' VAR. 5.5' TO 12' 24'
D1 C2 I GRADE C2 D1
POINT
0.02 ,I 0.02
I
TYPICAL SECTION NO. 4
—L— STA. 32+00.00 TO STA. 53+08.00 +/— (BEGIN BRIDGE)
—L— STA. 62+88.00 +/ (END BRIDGE) TO STA. 67+10.00
VAR. 5.5' TO 12'
w VA.R.' 5.5' w
? TO 114. 5' a
x x
I
GR411E
I POINT
TYPICAL SECTION NO. 4—A
—L— STA. 52 + 00.00 TO STA. 67 +10.000
1
M02M URRCVCE N0. SHEET NO.
R-2245 I 2-A
IOADWAY DESIGN /Avwwr DESIGN
ENGINEER 9JGINHR
4' W\G.R.
4'
FDPS
0.02 0`01L t.02
_
6:1
VARIABLE
SLOPES

-
'
C1
i.a" s9.aB
C2
3" BB.ae
C3
VAR. 89.513
01
4' IlQ.OB
02
VAR. I19.05
E1
41825.03
E2
VAR, 825.08
i
S' ASO
R1
1'-e" c a G
R2
2'-8" a a G
R3
2'-B° C e 0
B
4" CONC SIDEWALK
u
EXISTING PAVEMENT
T
EARTH MATERIAL
Wl
WEDGING DETAIL NO. 1
W2
WEDGING DETAIL NO. 2
VARIABLE
SLOPES
_ucria
6:1
j
VAR 8' I
VAIL 26'9" TO 32'9"
24'
UJI
4'
6 FDPS D1 C2 u
F-
0.0a 0.02 0.02
t
a VAR. 2' TO ' . AR. 0' TO 8'-- a
LIA
GRADE 9,. �
' i POINT
l
R3 T I T R1
TYPICAL SECTION NO. 5A & 6A
-L- *STA. 98 + 34.60 TO - STA. 111 + 97.79
-L- " STA.155 + 18.97 TO * STA. 170+ 82.2 7
-L- " STA. 233 + 76.23 TO " STA. 240 + 54.44
REVERSE OF
TYPICAL SECTION NO. 5A & 6A
-L-
STA. 86 + 00.00
TO
' STA. 89 + 84.04
-L- *
STA. 130 + 2 9.43
TO
' STA. 145 + 14.53
-L-
STA. 197+00.00
TO
* STA. 204+85.97
-L- *
STA. 222+75.67
TO
' STA.228+91.24
• 50'
TRANSITIION FROM
1' 6" CURB TO
2' 9"
CURS BETWEEN
TYPICAL
5/6 AND 5A/6A
�itcYtu
VARI7ES
LE `�'I
a
SLOP
�It1� b:r
VAR
3y
11' W/GR
6° FDPS
a
W
z
u
VAR. 2' TO VAR. 2' TO 8'
I "
9" GRADE 9
9" POINT "
l
R1 T I T R1
TYPICAL SECTION NO.!
VAR. 26'9" TO 32'9" 8'
a 24'
z 4'
= C2 Dl FD
PS
"
J
0.02 +IIT 0.01_ .al
-L- STA. 67 + 10.00 TO STA. 73 + 50.00
TYPICAL SECTION NO. 613
rl
W
x
u
73 + 50.00
245 + 00.00
TRANSITION FROM 73+25.35 TO TYPICAL 6B
100' TRANSITION FROM 244 + 00.00 TO TYPICAL 6B
REVERSE OF
TYPICAL SECTION NO. 613
85+50.00
50' TRANSITION FROM THE REVERSE TYPICAL OF 6B AND 86+00.00
-L-
1
32'-9" i ._ 32'-9"
24' Q 8' 8' a 24'
Dl C2 x 9" PO&INTE " = C2 Dl
O.D2 6" I / 1 0.02
TYPICAL SECTION NO. 6
-L- STA. 90 + 34.04 TO
STA. 97 + 84.60
-L- STA. 112 + 47.79 TO
STA. 12 9 + 79.43
-L- STA. 145+64.53 TO
STA. 154.68.97
-L- STA. 171 +32.27 TO
STA. 182 +33.75
-L- STA. 205 + 35.97 TO
STA. 222 + 25.67
-L- STA.229+41.24 TO
STA. 233+26.23
-L- STA. 241 + 04.44 TO
STA. 244 + 00.00
I
I 4'
0.7
HIOJECT REFERhICE NO. SHEET NO.
R-2245 2-8
ROADWAY DESIGN ►AYWNT bMGN
ENGINM ENGINUI
PAINT 4' CONC. MONOLITHIC ISLAND
TYPICAL SECTION NO. 6C
-L- STA. 80 + 18.21 TO STA. 85 + 50.00
-L- STA. 183 + 00.00 TO STA, 188 + 62.50*
REVERSE OF
TYPICAL SECTION NO. 6C
-L- STA. 190+62.50 TO STA. 196+25.00
-L- STA. 245 + 00.00 TO STA.248 + 08.41
* 200' TRANSITIION BETWEEN
TYPICAL 6C AND REVERSE OF TYPICAL 6C
u1� f Iiw
VARIABLE
SLOPES
17 pw
VARIABLE
SLOPES
ll p

N C1cn
C 2 3" 89,58
C 3 VAR. 89.55
131 4" I19.DB
D 2 VAR. I19.00
E1 4"825.OB
E 2 VAR. 828.08
.1 8" ABC
R1 1'-8" C A G
R2 2'-9" C a G
R3 2'-0" C t G
8 4" CONC SIDEWALK
u EXISTING PAVEMENT
T EARTH MATERIAL
W1 WEDGING DETAIL NO. 1
W2 IWEDGING DETAIL NO. 2
6:1
I
I
TYPICAL SECTION NO. 7
Yl — STA. 10 + 00.00 TO STA. 13+00.00
Y2-, -Y3-1 -Y4-1 -Y5-, Yb-
I
I
I
VAR 6' VAR 20' • O 48' 6'
C2 Cl GRADE Cl C2
P GRADE
0.08 O.Oz 0.02. VAR
6' 1 li' I 11" Dl
T El Dl L iJ El T
TYPICAL SECTION NO. 8
—Y2— STA, 11+00.00
TO
STA. 11+86.39
—Y2— STA. 12 + 09.39
TO
STA. 12 + 80.00
—Y3— STA. 11+00.00
TO
STA. 11+98.26
—Y4— STA. 10+50.00
TO
STA. 11+63.54
—Y5— STA, 11 + 20.00
TO
STA. 13 + 88.46
*—Y5— STA. 14+49.46
TO
STA. 17+21.27
—Y6— STA. 10+90.00
TO
STA. 12+90.00
R
VA _ — as—��
VARIABLE
SLOPES
`—ter
aa^.sss�.
1 VAR
` VARIABLE
SLOPES
PROJECT REFERENCE NO. I SHEET NO.
R-2245 T 2—C
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER

BEGIN TIP PRO ECT R-2245
-L- POT Sra..10 + 00.00
-Yl- POT Sra.11 + 99.95
BEGIN CONSTRUCTION
I
,, ps ME III 9'Mill
SBG
4�4' PS
5.5C+�U-350
25.1 PS TAPER 100' SIDEWALK10, CURB SIDEWALK 100' SIDEWALK
TAPER TRANSITION 10, CURB TAPER
7RAN I ON 25.1 PS TAPER
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSH�I�
NOT TO SCALE
PROJECT EEFERINCE NO. SHEIT NO.
R -2245 4
RAV SHEET NO,
AALWAY DESIGN HYDRMM1ICS
ENOWEEt I ENGWEER
PRELIMIN4RY PLANS
DO NO USE Mg CDNsrRErE" l
-Yl- STA.10+00.00 I
aF--ir? -- _T- i I II L�J
1 dl I 11
+ + B I
MAINTAIN DRAINAGE I
I I I
FROM EAST SIDE W 1 END APPROACH SLAB
4 i C IIIIIII^ I I ; GARAGE TO NaxTH SIDS II I BOBBY A. LOMON
I I I I II I O DS *93 PC !43 DP�4 SO 923
I I I I M8 2 '/2 P6 262 END BRIDGE PErERSC
I f OGERALD [.GOUGER tl 1 HAND CLEARMG WME BE MUM= EB 6 PG 174
I D6 459 PG 6a O L4' AREAS nJ3,4IG.L'ATSD BY TJ98 P.BRMITS -L,-STA.22+31.50+A-
l0
I E. LEE
-Y� Par STA. 1a+00.00 I $8 DO +D9s PG 1O76 AND AS nrRsc7a0 BY li3E IE4rrtJ+ZER. - -
DOMB 2 1/2 PG 262
1 141 I I 1Q -Y3- POT STA. 10+00.X
�IIII I I BEGIN CONSTRUCTION j1 w 1 BEGIN CONSTRUCTIONGIN ,, 2p+6g S
8 EO +L E
I I -Y2- STA H+00AV 7 �I S -Y3- STA.1I+00.00
5 2• aHGBOIEE.rIC. PA
o
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sISa.Do'
44 R DB 872 PG FJ3 { Hm AI►fJT C.
25E _��- I _ �� Rsa�J
o- i i I+•, °°�, , . vll� l g� 75=� BEGIN APPROACH s n41D5s
EPQ r' ELT) 4 r - - - - - - -- -wL6- - - - - _ PL EV
t- s I' S DO'. .12. 5 149.73" �, - r S 1' /5'rY • t90.o0' 2 .� iTRr a AY RAPREMOm
+
fr II' 41' 31' x 130.0' • _
_ q mL S . I ze.3D• +00.00 �
1� H II M1 06 �11.
} �; g _ l �+ +b-rJSTA.14+32.44 W.6'RTreo-4-WOODS zsvD(LT)B8-BL- 51 PING 9+11.95 x 0.33• s 1. 1.EP 2'.D ,{ IL e E �4
r r _ I 29.I8' 12' . t: �_ �.. I I G'
N9N DEED+-' • - +60. i 6 I� , x i xD +E .oa
W o o f y� 3' 1 "+t'POT STA 12+10 I r avo IR9 E� * O�M� a PDE R
Y�POT STA.11+ E ! P M1s <' ?WD
N
a E E�61.1�Riw Tom
` V7
A! 1'065'13ZE
+oa I I - k •A2"48.4' -� �N'`2932'L'E--- - - --- - - - ~i
��-�-- EWs me N7 rQ._. AL.-
+0000 �. It' 4' N 2. O1 43.5• 1DEW
.fiLr�]7
I I +00.00 lE W.r vau _ LG$�E1�iSB ] TAPER
zsrD SEPIK DRANAGE e'er
2 I ! MAINTAIN SURFACE ' r/.rrt ❑E NS E � T'1'P T
I I J ! a �r M. f to, CU 1
Tua I'~ ON [�
y ►'+ .00 s 1'Ir S'. N9.9+'_Ey i x xER * # �. A--.-� +00.00t !►1
\ , �
I N 0' 41. 04.6' W/ aa.eus o a oo.00
�' IRTI # E E E � a 10' CURB
2srO - --�: '- 111 6s1 A +50.DO e.W+xrra p tp/ �• -I TON PUUCH P . �U TRANSITION Y.�
FL
1 k I s s WOODS
41.16' O EP ! I ` DO 592 PC 494 mLI corlc� - - - BM200 ELEVATION 7.95.� - '� �~ - +00.00 --I SPECU:L AA1E DRC ..
SEE DETAII
I I f1 I _m_t22.65 ~� _,Q D8 188 PG 154 / H N 1'46'ST'E r5.ar L STATION 15r14.91 62.0 RIGHT I C0� II
I I \ © II 1 FRB`2-l2_P� BS_ WOODS - BOLT IN LEFT FRONT LEG OF WATER TOWER W
j I 1 I\ seLFD o sEPrc I I IrD CONBTTIU T x4 o ro r26•E
1 I I \E ❑ rare 2 3.2_Y2- STA.12+80.00
,�.. ' I N r /8' 16• E H9.91' 2/.24-
ON'
_ I P S 2' " 02- w +e2.41s 15z.Oj• +
- - N 1.46'46'E w
III B If I-L-STA. 0+89.77 28.59' RT II �I J"CS A. FERRELL. ESTATEDO i
I� + A. 14+0711 _U POT STA Zoe Pa 5u
-BL- 50 PINC 6+68.981 POT ST
_ I � O+EB 2 y PO 212
_ Jq I _ _ _ I - _IJ -Y3- POT . 12+10.2 he 2PG 186-189
'I T_ _ a��l II iC LJ OAK ISLAND ELKS LODGE •2769 W HA?w Cr.RJmw WIIl RE REQUIRRD 'L- STA. 20+38.93 B
I
I I I 1 I II I { DB 927 PG IOT LY AR94S DE31G.tiA77W BY TMIN PERMITS -BL- 48 PINC 15+18.44 BORERS ROB8IIS
DB 974 PG 6 AhD AS DntEcTED BY TJs sxGL'►m (13.83' RTi
DO 9T. Pc 652
me a DB 1PC 6J8
06 %6 PG T99 PC 21
I 8 DR 974 PG 654 0
I I�
2sFBus
+ I I L,LJ I 'I �`�' 11 I MB r PG 624 DETAIL
LP yy z s SPECIAL L*E,RAIIASE DITCH
END CONSTRUCTION I V, -E s58
-Y7- STA.13 +M.00 JAC7• S KEPL EY R Er f - zK �' w*� 9 m
2 S7EPEEN C. HARRS K yR 1+ 3-4 r44t 1T s 111} -2 ire° D
1 5.t , l ` > Nln. D • 0.5 Ff. Ili,
-Yl- POT STA. I4+M.00 O iB IW PG W6 n ti,titir �t yr B • I Ft.
62
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PC NOMB r CPC 304�5 8 m 12 _2 Z025 AD'r IN A07s
NOTES.
1) FOR -I- PROFILE SSE SHEET 27,
2) FOR -17, -Y2- AND -Y.- PROFILES SEE SHEET 36.
3) FOR STRUCTURE PLINS SEE SHEETS S- TO S_
p N 1 4) DRIVEWAY RADII ARE 10' UNLESS OnMWISE NOTED.
5) PAVED SHOMDISR TAPERS ARE 8:1 UNLESS 0TBZRWTSE NOTED.
6) -Y- LIRE RADII ARE 30' UNLESS OTHERWISE NOTED.
7) FOR CURB TRANSITION SEE SHEET 2,

DETAIL DETAIL
SPECIAL CUT DITCH SPECIAL: UT DITCH
6 b1 to , IA ..
drp xart • oaos s"y;Q,',� �p;av dra xaF . aooE
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DB TM PG 923
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24 OR 586 PG n3
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NOTES:
I) FOR -L- PROPILE SEE SHEETS 27 AhD 2&
2) FOR -Wf PROFILE SEE SHEET 36.
3) FOR -YS- PROPER SEE SHEET 37.
4) DRIVEWAY RADII ARE IV EIMESS OTHERWISE N07ED.
5)PAYED SHOULDER TAPERS ARE &I UNLESS OTHERWISE NOTED.
6) -Y- LAB RADH ARE 30' UNLESS OTMR47SE NOTED.

GENERAL NOTES:
B
ADJUST LENGTH TO
CONFORM TO SITE
4 MIN. - 18 MAX.
RC
DISCHARQE FROM P� ROADWAY I �— — — —
I = 12" RCP
fD ( DISCHARGE TO STORM CHAMBER
I I
INV. EL.-12.75 I — — — — —
32'-0'r Ir — WEIR
I 6�
15" RCP
OVERFLOW I �?
a
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I
TOP WEIR EL.14.25
— 15" RCPL— —
OVERFLOW
i
INVERT EL.12.75—
rr.. rr
calm
B
PLAN
-7rr
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
(TOP OF MANHOLE ELEV.18.50)
If A it
B" 12" RCP DISCHARGE TO -
_, STORM CHAMBER
"E" BARS
8 CTS.
rrGn $ARS �
LENGTH TO CONFORM TO SITE —
4' MIN. 16' MAX.
SECTION A- A PIPE MUST BE LEVEL
-USE FORMS TO CONSTRUCT BOTTOM SLAS.-
-SEE STO. DWG. 840.00.FOR CONSTRUCTION OF BOTTOM SLAB
IP PIPE IS SET INTO BASE SLAB.
-USE CLASS 'S' CONCRETE THROUGHOUT.
-REINFORCING STEEL TO BE POSITIONED AS DIRECTED BY THE
ENGINEER.
-CHAMFER ALL EXPOSED CORNERS 1".
-SEE STD. DRAWING 840.34 FOR CONSTRUCTION OF RISER AND
MANHOLE, IF REGURED.
-JUNCTION BOXES OVER 3'-8" IN DEPTH WITH MANHOLES
REQUIRE STEPS PLACED ON 12" CTRS. REFERENCE
STD. NO. 840.88.
-ADJUST DIMENSIONS FOR SMALLER PIPES. USE A MIN. OF 6"
FROM INSIDE OF J.B. WALL TO OUTSIDE OF PIPE ON EACH SIDE.
12" RCP
DISCHARGE TO
STORM CHAMBER
MATCH PIPE SOFFIT
TO STORM
CHAMBER SOFFIT
MANUFACTURER
11'-0»
SECTION B-B
STORM CHAMBERS TO
PROVIDE 1,785 CU. FT.
OF STORAGE
IV E
APR 2 8 2005
DV; Q
-ROJ # fvyocoo tt
BILL OF MATERIAL
BAR
NO.
SIZE
t LENGTH
WEIGHT
A
26
#8
10'- "
417
8
42
#5
5' - 3"
230
G
18
#5
5'-11"
111
D
10
#5
11 `- 4"
118
E
50
#5
31-9"
196
TOTAL
REINF. STEEL 1bS.
1072
t CLASS
9 N CU. S.
6.6
NO DEDUCTIONS HAVE BEEN MADE TO
ACCOMMODATE PIPES OR MANHOLE
OPENING.

PROJECT IIEFERe10E NO. aHEEi NO.
R-2245 b
PREFORMED SCOUR HOLE
PLAN VEW
PERMANENT SOIL
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MIS6�PC 34
WLLIAM B. WARP"
53 DB 1658 PG 231
MIS 6 PG 34
DAMN T. WARWCK
®3 DB Piss PG 22T
L$ 6 PG 34
JOHN L.WALSER
51 DB 1DTT PC 630
AB 6 PG 34
NO REVISIONS CAN BE MADE TO THE CONTROL
OF ACCESS WITHOUT APPROVAL OF NCDOT,
DENR AND USAC '.
DETAIL 7
INFILTRATION BASIN
(Not to Scde1
..��' dun •� rD
rl.D 4' DEPTH
CLEAN SAND
SEE GRADING PLAN FOR DEPTH
EST. DOE. 1,005 CU. YDS.
DOM4A L. BROWN. ETALS
58 DB 1926 PG 862
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56 MB 260TPG 34133
P
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4' DEPTH 0,
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SEE GRADING PLAN FOR DEPTH
NARVN C. MARTK SR
63 138 13W PG 266
NB 6 PG 34
PALL M. SAWYER
62 DB 17e9 PG 663
LB 6 PG 34
ROBERT W.CON[ER
60 DB MIS PG 377
MB 6 PG 34
PIL
EST. ODE. WEST. 2.460 CU. TOS.
EST. ODE, EAST. L390 M TDS.
67
PAUL E.MOOPE,`R'
DB 1223 PG 689
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DB 680 PG 6MB 6 PG 34
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39 D8 1908 PG R%
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ARTHUR SKIPPER
42 D8 1999 PG 770
LB 6 PG 34
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MARY W, CHURCH
45 DB R75 PG TTS
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48 DS t249 PG 1181
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DETAIL
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Her ee SedP.
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< LAW
D
D WARES 0.5- IFt,si-
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-L- STA 37+56 to 37+68 LT EL-24-W
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-L_ STA 38+66 to 39+37 LT EL:2A.90
-4-STA 39+75 to 39+09 LT EL-25.00
4- STA 40+26 IW AO+A4 LT EL-25,00
4- STA 40+86 IW 40+90 LT EL-2500
k STA 41+43 to 43+53 LT EL-25AO
4- STA 41+98 to 43+55 LT EL-2510
4- STA 43+97 to "+34 LT EL-25'70
4- STA 44+73 to 45+18 LT EL-2420
-L- STA 45+53 b 45+93 LT EL-26-20
DETAIL
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SCA '
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EL-24,20
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EL-24.60
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EL-24.60
A-FrA 40+33 to 40+61 IT
EL-25.30
k STA 41+43 tI 42+00 OCT
EL-25.60
A. STA 42+53 to 42+63 RT
EL-23.80
k STA 43+08 to 43+19 KT
EL-26.00
-L- STA 43+64 to 44+45 IT
EL-26.20
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EL-26.30
-L- STA 43+64,te 46+49 RT
EL-26.90
L- STA. 45+S7.29 22.33' LT=
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MARSHALL R. CARROLL
59
DS 1895 PG 12A
LOB 6 PG 34
61
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DB 5% PG 210
DB 596 PG 212
LB 6 PG 34
E W. HICKS
®K►THEiI
0
DB 169 PG 55
MB 6 PG 34
DONALD W-RATCHELOR
DB 836 PG 759
MS 6 PC 34
NOTES:
1) FOR -L- PROF= SEE SREET 7A
2) DRIVEWAY RADII ARE 10' UNLESS OTEER97SE ArOMD,
3) PAVED SHOULDER TAPERS ARE 8.1 UNLESS OTBER47SE NOTED.

NMI,
8:1 TAPER SBG TYPE III 6'
24' 12'
4' CONCRETE ISLAND 12' 5.5'
24' rr 12'
12'
ssc TYPE III 6'
180' MEDIAN TAPER SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
NOT TO SCALE
llF, q
TYPE III
4
m
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N 65397.54E 2254799.62
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It
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- ¢ ST .l2t9000
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m
DB 2M PG 533
I 1 m
F
RB 6 PG �A
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TNONAS RSTANLEY
4 W
z
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77 DB 989 PG 926
NB 6 PG 34
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& y 'a EP
-�
DB [MO PG 950
I
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I ED g.• D3' it E
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39.69"
1 EA
ni �
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jM
CQIIE IAON TF=T
-0iw •e -
°i.
I � A-"�� 5 93' So' 25• E
� 1
360'
MEDIAN
TRANSITION
PROJECT REFERENCE NO.
SHEET NO.
R-2245
7
9w SHEET NO,
ROADWAY DESIGN FIl'DRAUI.IC3
ENDINEER
ENGINEER
PRSLIMINA
W :;NTT USE mi
RY PLANS
oo, E v'cnma
NO REVISIONS CAN BE MADE TO
THE CONTROL
OF ACCESS TUTHOUT APPROVAL OF NCDOT,
DENR AND USACE.
-L- STA. 61+77.55 81.25' L7=
MEDIAN
TRANSITION
-BL- R2245A-7 PINC 56+57.27
END APPROACH SLAB
END BRJD B
-L- STA.62+8VV +,-
eEc.PRD .
�• W W FENCE
xoDD$ ..+,
..
f
ATLV4TIC INTRACOASTAL WATERWAY
ClNTEI LINE
fPRpY1DED RY THE UAL ARMY
CORD! DP ENGINEERS
WILMINGTON DMSTSLCTI
! 7' 07' 31.0'
N
�I
y - 4'CC C. ISLAND
1000, A =75' RT7
CLASS II RIP RAP
Set STRUCTURE PLw!
-L- STA. 61+82J9 0.79' LT=
-GE - EEA Dlur r?a%7 G
.TRwco+sTn R.ur.or-..r of N,Rrtw.E EnLNE«T NOTES:
1) FOR -L_ PROFILE SEE SEINETS 28 AND 29.
2) FOR -Y6 PROFILE SEE SHEET 37.
3) FOR STRUCTURE PEAKS SEE SHEETS S- TO S-
4) PAM SHOULDER TAPERS ARE 8:1 UNLESS OTHERWISE NOTED.

INFILTRATION BASIN
INVERT ELEV:
2 3. 0 FT.
MIN. REQ'D SURFACE AREA AT INVERT:
4,310 SQ. FT.
MIN REQ'D VOLUME AT ELEV 24'
5,270 CU. FT.
MIN REQ'D VOLUME AT ELEV 25'
12 600 CU. FT.
MIN REQ'D VOLUME AT ELEV 26'
22,220 CU. FT.
SIDE SLOPES:
6:1 OR FLATTER
MIN. BASE WIDTH:
34'
DIMENSIONS
INFILTRATION SWALE (WEST SIDE OF -L-)
INVERT ELEV:
20.0 FT.
MIN. REQ'D SURFACE AREA AT INVERT:
2,580 SO. FT.
MIN REQ'D VOLUME AT ELEV 21'
3,615 CU. FT.
MIN REQ'D VOLUME AT ELEV 22'
9,455 CU. FT.
SIDE SLOPES:
4:1 OR FLATTER
MIN. BASE WIDTH:
10 FT.
PROP. 4 " CL FENCE
INFILTRATION SWALE (EAST SIDE OF -L )
INVERT ELEV:
20.0 FT.
MIN. REQ'D SURFACE AREA AT INVERT:
2,140 SQ. FT.
MIN REQ'D VOLUME AT ELEV 21'
3,000 CU. FT.
MIN REQ'D VOLUME AT ELEV 22'
7,910 CU. FT.
SIDE SLOPES:
4:1 OR FLATTER
MIN. BASE WIDTH:
10 FT.
NIOJECF REFERBJCE NO. SNEET NO.
R —2245
KW SKEET NO.
tOADWAY DENGN NYDRAVUCS
ENGINEER I ENGMEIR
PRELIMINARY PLANS
DO NOT USX FOo O KN RUMON
\\ INFILTRATION SWALE (WEF6C `�� -- -` C
- - - — ` z -L- Sto 49 + 60
- - 4:1 SI E SLOPES 135' Lt
10' NAQ 83 \
-F
j
rs ,
'
-----
250' ,
- ---L--Sta -47_+ 11 '
119' Lt` %t/-)
Pt
c
TDE
- - 7
IST. p"W
BEG. C
f —
7z
TDE
�-
-----------------
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TO I- -�- -- DI
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- - - -
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-
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- - 14
TO 113
v�MH 15,F r..►_
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--------------------LZ— _ �
-----
1
—
L — — -- — — — — — — —
TDE TDE
BEG. PROP. 48
`E�xls �—GUARWD t�AI
CL-FENCE
-41'
_
Rrw
SPUTTER
15
PREFORMED
-PL-
3�COtfl�
INFILTRATION- BASIN `r
65' RT. - - -
HOLE
F
5
UP
-
- - 34'
= 100'
`---
6:1 SIDE SLOPES
n
5l ,
� L= Sta 47+19T;�R
121Rt (+�)O
SCALE-
. 48" CL FENCE
`
`-
�\PL
-L- Sta 48+19
.
50'
0 100'
- 1 12V Rt (+i)
GRADING PLAN \FOR
INFILTRATION BASIN
AND
INFILTRATION SWALES
i' DI T' T T T T T T T T T T T 1
C)
L
n
---------23—"_
N 10° 13' 51.6
----- _��
GRAIU-350 �' 180' MEDIAN
TAPER
I
� 5
4 � �
1 \ ,
--L- Sta 48+96 -,
' � 1
127' T- —+ -L- Sta 51+01 •" r,
150'Rt(f/,-)"
14:1 SIDE = 10'
~ ~
200;
\' c
PROP.48"' CL FEN-CE,
,
INFILTRATION SWALE (EAST)

INV. EL.=23.0 —�
15" HDPE
DISCHARGE FROM RDADWAY
z
CTS. -
B�
a81
A
15" RCP - DISCHARGE TO
INFILTERATION BASIN
B
PLAN
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
(TOP OF MANHOLE ELEV. 27.0)
TOP WEIR EL.=24.50
15" HOPE u
DISCHARGE FROM ROADWAY T
INVERT EL.=23.0
r-Rrr
\-15" RCP
SECTION A -A
grr 15" RCP - DISCHARGE TO 4r,
TyP, INFILTERATION BASINTypr
11
GENERAL NOTES:
-USE FORMS TO CONSTRUCT BOTTOM SLAB.
-SEE STD. DWG. 840.00 FOR CONSTRUCTION OF BOTTOM SLAB
IF PIPE IS SET INTO BASE SLAB.
-USE CLASS 'B' CONCRETE THROUGHOUT.
-REINFORCING STEEL TO BE POSITIONED AS DIRECTED BY THE
ENGINEER.
-CHAMFER ALL EXPOSED CORNERS 1".
-SEE STD. DRAWING 840.34 FOR CONSTRUCTION OF RISER AND
MANHOLE, IF REQUIRD.
-JUNCTION BOXES OVER 3'-B" IN DEPTH WITH MANHOLES
REQUIRE STEPS PLACED ON 12" CTRS. REFERENCE
STD. NO. 840.66.
-ADJUST DIMENSIONS FOR SMALLER PIPES. USE A MIN. OF 6"
FROM INSIDE OF J.B. WALL TO OUTSIDE OF PIPE ON EACH SIDE.
SECTION B-B
BILL OF MATERIAL
BAR
O.
SIZE
LENGTH
WEIGHT
A
16
06
10'-6"
248
H
9
#5
5'-2 '
48
TOTAL.
REINF. STEEL lbS.
298
LASS B" CONG. Cu.
NO DEDUCTIONS HAVE BEEN MADE TO
ACCOMMODATE PIPES OR MANHOLE
OPENING.
RECEIVED
APR 2 8 2006
PROJECT SERVICES UNIT
STANDARDS AND SPECIAL DESIGN!
nffire 010.01M.AZ A FOX 9t9.25C.e}18
DETAIL OF
SPUTTER BOX
ORIGINAL BY: T.e.Scou — DATE: 01 04
MODIFIED HY: '•e.eo.0 DATE:__It-tc-4."._�
CHECKED BY: RATE:
FILE SPEC.: +:e.tucasr m tc•e wi^+ ie. aau+6.a

PROJECT RFFERENCE NO. SHEET NO.
R-2245 8
NO REVISIONS CAN BE MADE TO THE CONTROL "`S `"�` N0'
OF ACCESS WITHOUT APPROVAL OF NCDOT, w ENGI aEfIGN !{Y44NEIC7
1 ENGINEER [NOINEER
DENR AND USACE.
' ,/ Ky�SVYi C6CY�t 1 1 it
PRELIMINA RY PLANS
�t�asSu 1 / m NO USE ro M-"MLICTMN
J . I
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t 3 3
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s
.--
I \\ ? I CL'rr RIr-IAF 104 me zo Pc 4110 /
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EST.I TON MB R PG 279 ri7uo
L- 57A. 65+59.43 2.76'LT= LSTA. 71+53.2141.66'LT= FILTER
FILc_-BL- III P[NC 67r15.67 FsB
\
CL..e. PUP-Ltr +7x.00OR " : i CL "r• R!r `b
+60. 5 4- +xe. -I. RLT�I TON c ` * HT. 26 ToN
t —\ EST. s s4°u {� -L- CS STA. 73+2533 -� + HLTER NY.
+25.33 ?� AT
3y,
1 +30,. i
^4- PROP. AB' 63+95-to EkEINI�'O E4 S ANT F r 1e ff E +70.06 l\
C — r sz
F LirA F13� 8.3' x I � f r � c4T 3 5�T6 83.42' RT] \ y�
ESC. i S"l. 26 C r 8' 4 .3 PpEy�ff. * X
\ C \-� 3 $ 47 45T• BUR1Al OF TH[S ��n
p �• +35.00 1.
A• AS r E Yg 9T0 Ct 1FE IS NOT RECUIRID ` F \ 4 riv 100' (u) + i
01 h 10�
jF � - x5 a a 77.3` •n � �� � � ` H D ea.00 a.
Sr ' �.. �� � -_•_-: cam.
�
N IOI 13' SI19
J5
a f� N`�i-
_
4 TG REINFO EK M�AIi OP. 48- -� 3 �U•� �2 r�
C t.5' x 45 CHORD M H' PENCE
H F C // aafi}�oyRu IPOE—ar \ 01
J O`
FILTOI FIURIC
p / «000`' E3T.3 51. r +
EST. �Od r
pR04. 48, ww ly _ C'?
SC
? / / ,t `0po Gj
\ � � � TS STA. 66+68.75\\ / A Pp �
\ / LATERAL WE ORCH P pE
2pO, D BM205 ELEVATION = 21.43' CL'r RIMlAF +00.00 4-
Pp�
LANE L STATIfNJ674 05.64255623179,51�RIGRT LTE4 FA.ARIC
RRS SET IN 24'OAK .7 SY.
� \ Q / -L- STA. 73+51.74 3.41' LT= +85M 4-
-BL- 65 PINC 69+21.01
L.:S �y � ��CitW E.sDA•t�
Q ",..cP+s,.� ""`y • 1 105 MATE OF NORTH CAROLI A
613 Pr as
-L- ST STA. 76+8533
1 LATERALRAL BASE 01Tv"H
1 ryP2 TP $.pip]
C r 0 T C/5t. Sba
4r
Win. 6 = 1 Ft.
L Pis Sio 69+ P! S l477.6.9 Pis S1a 74+4555 a = z Ft.
a Bs = T 55' 5 13' 04' 16.r (RT) Bs 7 55' 597' Pls S!° 74+4555 1 0 = 5 F+.
Ls 360l10' - 424 265' Ls = 360170 Bs = 7' 55' 597' -L-STD 72+50 RT t6 4- STA 77+83 Rr
LT 24024' L > 296-57 LT = 24024' Ls - 360.00'
ST = 1202' T - 14693' ST = 1202Z LT - 24024'
N R - 1,3wD(r ST - 1202Z 1
SE - 0A6
0 04 1 NOTES.
aE
o 1) FOR -L- PROFILE SEE SHRXT 29.
2) PAVED SHOULDER TAPERS ARE 8,1 LWLESS OTi1ERWI5S NOTED.
a;, 3) SEE SHEET 2- FOR so, TRANSITION FROM 1-6" CtYG TO 2'-9" C$ G.
w
o �w

PROJECT REFERENCE NO. SHEET NO.
R-2245 9
RAW NiEFT NO.
\ * * ROADWAYDESIGN HYDRAULICS ENGINEER
NEER
PRELIMIN RY PLANS
Sk�,o• a 83 \ s * 4
oa NOT use ro oa:cmevenory
`V P1 Slo 14+8494 * * \
GG 4- 73'06'47.3-(LTI
T 445J6'
1h R
�?M r
\ * * * /
lzC PC STA. 77+94.22
�4CC2- PC STA. 10+39.78 \ +
16 s C90 /
\ Ir PT STA. 89+84.04
* \ +46.06 -ACC]-
TA +50.00 O \ WOODS
�e9CCl- POT STA.10+00.M \ elm\
+ -ACC2- POT S7A.10+W.00 ` * / \
BDRY CROSS PIPES WOODS
30' LODANE N&LIAMSON
-L- STA. 80+01.95 1.13' LT= IOfi � 942 3 8y233 \ * / \
co -BL- 66 PWC 7�71.18 me 3 I'll90 \ 1 /
+ F� RTO F-RAP \ �'1h'�/ ' �` m TEST 1 VIA!MC
EST. a SYI9RIc ` _ _ * +54.04 k a VIA!
MC
'8• RJF-RAP• s CL •B, RIP -RAP
FILTER PAAR1C -L- STA.87 T LT=
~ 4a ma's -BL- 67 PI C •tj%60.51
�' R a✓ 1 t
PROF
eieowa
A' \
LATERAL SASE "
DITCH SEE DET W
2"TO4 EST.•pl
FlL JLASNe FILTER
SY. PST, s
+43.T�
105
STATE OF NORTH MOLINA
DB 613 PG 165
li-
P1 Sto 83+96,08
& = 2l1613Lr (LT)
D = f 47' 258' I
L 1J8982' +Rose -Acch
T 60186'
R 3,200-W
SE OD4
i "' 7� ti � FENCE
E—
\ � N 27. 59' 15.7- E F_ — —
\ 44 �ISLw`N°0
..:..:.....................
PS 46
OI
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M° V SO• s
$� 9CE-
8
L11DANE WILLIAMSON
h \ A WOODS \ 106 MB 3 PG B9 33
U) C +43. cc1- \ \ w 3 PG 90
I \
DETAIL \
LATERAL BASE DITCH �.
c not to scoie� \ \ � 3
Siope \ �
rpuna 3y � 3•` ri�i. S *
Mln. D = I Ft.
�.6.� EI 2 Ft.
D = 5 Ft.
0 = 83' 41' 59.3" (LT) \
I. STA n+so RT a STA 77+ee RT a
D � S II' 06.4'
L - 1,02259'
T - 6-9697'-ACCI-- PC STA. 12+80.26
STATE OF pR P13TH CAROLNA
R s 700 Q7
MATCHLINE SEE SHEET 25 D8 N3 PG E
ACC1- STA. 13+80.Q0
01
D1 17.61 r
1 �
` rS r�
� r
4 'f
-T—
+54.04 k
WOODS
VO REVISIONS CAN BE MADE TO THE CONTROL
3F ACCESS WITHOUT APPROVAL OF NCDOT,
7ENR AND USACE.
NOTES.
])ACCESS ROADS TO BE CONSTRUCTED BY OTHERS.
2) FOR -L- PROFILE SEE SHEET 29.
3) PAVED SHOULDER TAPERS ARE 8-1 UNLESS OTHERWISE NOTED.
4) SEE SHEET 2- FOR 50'TRANSITION FROM P-6" C&G TO 2'--9" C&G.

1
i
PROJECT REFER124a NO,
SHEET NO,
R-2245
10
&W SHEET NO,
ROADWAY DMGN
ENGINEER
PRELIMIN
w NOT V38 poi
HYDRAULICS
ENGINEER
RY PLANS
CONSTRllmoN
\
x
i
\
3
x
� A
p
O
*
Inm
r l
*
1L
BN206 ELEVATION = 37.64'
r
�81M *
N 69506.14 E 2256359.97
L STATIDN 90+66.32 20022'LEFT
f
s *
RRS SET IN 6.OAK
*
r\'61
4
m
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* * * \
Do 142 PC 2-13
1d! 3 PG a9
FB 3 PG 90
�
-L- STA. 99+70.56
2.33' LT-
FILTER TOM
* ' �-
WRY E4uAt[2ER PIPE -BL- 66 PIVC 95+36.50
\ EST.112 BY.
* *
1.0' +34.60 �
PROP.4W WW FENCE
il
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*
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* * *
\
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BURY CROSS FIPGS s
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END PROF, WrJ FENCE
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ss
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do
53
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8
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EST.3 SY
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\
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Pi Sic 105+23.41
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L = Q6320'
'r = 688Br
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PC STA. 98+3460
S.E. = OD4
LODANE RLIAWSON
O08 3 vc z33
gas ,s PG „
me 3 PG 90
'D
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�1
NOTES:
1) FOR �L- PROFILE SHE SHEETS 29 AND 30.
2) PAVED SHOU.LDRR TAPERS ARE 8:1 E./AMESS 077LERNTSE NOTED.
3) SEE SJMET Z- FOR ArTRANSITION FROM F-6' C&G 70 2'-9' C&G.

h
W
'
MOW REFEUNCE NO,
lHtET NO.
R -2245
11
ROADWAY bEEIGN
ENGINEER
HYDRAULIC!
EIJGINE!R
PRELIMIN
DO Nar USE PO
RY PLANS
Cv..STAVrnoY
�O
-
-L- STA. 110+56.38 7.58' LT=
-BL- 70 PINC 106+22.40
*
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Room
/
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y
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END FR F, u• FENCE
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BEG.G.PRO. <B',vW
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EST. B SY.
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�
EST. B X
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a D r f 29' f7.5'
r L - 1.363.2(Y
T r 668X
a R r 3.850!)D'
S.E. r 0.04
N
NO REVISIONS CAN BE MADE TO THE CONTROL
OF ACCESS WITHOUT APPROVAL OF NCDOT,
DENR AND USACE
LODANE WLLIAMSON
QD6 PC 233
3
06 B 3 Pc 89
be3Pc90
►p00s
-L- bld. Rb+Zs.9s U. 9Z' NI=
-BL- 71 PINC 111+90.22
NOTES:
1) FOR �L- PROFILE SEE SBEET 30.
2) PAVED SHOLMDER TAPERS ARE 8:1 LN7XSS 077MRRZSE NOTED
3 SEE SHEET 2- FOR 50'TRANSMON FROM 1-6' CdG TO 2'--9- C&
0

�, Ilaecr LEFFSB4CE ND.
R-2245
INJ WEET NO.
ROADWAY DMXN
FF • _ ENGW EEL
1' I .1FD
LWAE RLIAMSON 1I
m M2 PO 233
so
II
* \ N I
* \ \ -L- ST1J28•
*
SHEET NO.
PRELIMINARY PLANS
. NO ... rc,d wNm.,
M \ x * \ \ -BL- 73 PINE 123-88.36
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1
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N 71157.T2 E 2258136.25
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RRS SET IN 12• PINE m
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_ \
69
NCDOT GPS NON\ *
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R2245-13 �
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06 08 I42 PO 133
fllltt fAWCt
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\
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TO*\
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PI S]O 137+9462
6= 3402'097(LT)
WL8—
W.a 31.
\
0-r17•306'
----
\
L 1.4E5J'
T - 765H
R-2-W.
S.E.- OD5
NO REVISIONS CAN BE MADE TO THE CONTROL
OF ACCESS WITHOUT APPROVAL OF NCDOT,
DENR AND USACE.
NOTES:
1) FOR —L— PROFILE SEE SHEETS 30 AND 31.
1) PAVED SHOULDER TAPERS ARE 8s1 UNLESS OTHERWISE NOTED.
3) SEE SHEET 2— FOR SO'TRANST170N FROM 1'6" CEFG TO 2-9- C&G.

/ 3
/
/
LaDAl4;
S
*
J'
,.+
MO1ECf EffEEENCE NO.
SHEEt
R-2245
eW MUST
BT NO.
WO AY 01=14
ENINNEE1
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DIGNEEE
PRELIMINARY
m nor vse ro
PLANS
wamvrnav
�
106 W e}WF4K� 233
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1) FOR -I— PROFILE SHE SHEET 34.
2) PAVED SHOULDER TAPERS ARE S:1 UNLESS OTHERWISE NOTED.
3) SAS SHEET 2- FOR 56'TRANSITION FROM P-6- C&G TO 1'-9- CBPG.

IRMC! NO. SHEET NO.
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