20181598_CP 4B Meeting Packet_20140813

See Sheet 7 A For Index of Sheets STATE T� A �T�°TLS O F N O 1TD �iTa H C A TC}> O Tf I N A R�*R R.TR�RaR�RRPRRRNCR N0. 3 NO. SHEETS
m L �1 1 Le ll' NORTH 1 1 CAROLINA Le 1
m
� R-1015
has DIVISION OF HIGHWAYS 60.1.1 .Nn ...F-70(0
34360.1.1 NHF-70 49) PE
CRAVEN . COUNTY
it a v LOCATION: US 70 (HAVELOCK BYPASS) FROM SOUTH OF CARTERET /CRAVEN
COUNTY LINE TO SOUTH OF SR 1176, (CAROLINE PINES BLVD.)
• � TYPE OF WORK: GRADING,DRAINAGE,PAVING, WIDENING, CULVERT
AND STRUCTURE
O /1 7�yp T
OZ END BRIDGE
i BEGIN PROJECT SR 1756 nm
LAKE ROAD Cln -L- STA.
BEGIN BRIDGE BEGIN BRIDGE Sit
VICINITY MAP -Y3- STA. I SR 1747
w A -L- STA. A� SUNSET ROAD
CAMP LEJEUNE
RAILROAD 1 �cG� !� BEGIN BRIDGE
-Y4- STA.
-L- STA.579+17.5/END TIP PROJECT R-10 15
Ln
1b. -Y3- DETOUR ?I ?
-L- STA.32+80.83 BEGIN TIP PROJECT R-10 15 p END BRIDGE ? ?3
-Y3- STA.
EAST ?q US 8 BYPASS 30 31 32
END BRIDGE SLOCUVNG pp �K -Y4- DETOUR ?S 26 27 28 -L-29
-L- STA. CREEK END BRIDGE u'�,
BEGIN BRIDGE -L- STA.
-L- STA. BEGIN BRIDGE END BRIDGE BEGIN BRIDGE
1 -L- STA. -Y4- STA. -L- STA.
ATLANTIC AND EAST
CAROLINA RAIL ROAD "' END BRIDGE
ATLANTIC AND EAST US 70 BUS. 7 -L- STA.
CAROLINA RAILROAD
11�_• ��a �h END BRIDGE BEGIN CONSTRUCTION
STA.36+73.83
�2� �QP p -L- STA.
BEGIN BRIDGE
14z)w -L- STA. 3�
4 BEGIN BRIDGE END BRIDGE \I 38
�
� Al US 70 BUS. -L- STA. -L- STA. 39
4 Vim' / 40 TO
L` S 6 END CONSTRUCTION US �0 NEW g�E"�
STA.42+10.21
MOR�N�0 CJ END BRIDGE
Il /J -RP1AB- STA.
p BEGIN BRIDGE
V -RP1AB- STA.
/z
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES INCOMPLETE PLANS
DO NOT FOR R/W
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF HAVELOCK. ACQUISITION
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ------ DONUT USE MR CONSTRUCTION
} V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored in the Office of: HYDRAULICS ENGINEER T DIVISION OF HIGHWAYS
50 25 0 50 100 ADT 2015 = WA LENGTH OF ROADWAY TIP PROJECT R-1015A = MILES 1000 Birch Ridge Dr.,Raleigh NC,27610 ®P NORpy
ADT 2035 = 22,900 LENGTH OF STRUCTURE TIP PROJECT R-1015A = MILES 2006 STANDARD SPECIFICATIONS
o PLANS DHV = 9 %
TOTAL LENGTH OF STATE PROJECT R-1015A = 10.348 MILES P.E. "6 P
S
50 25 0 50 100 D = 60 % RIGHT OF WAY DATE. JAMES A.SPEER PE SIGNATURE: z
O
M � PROJECT ENGINEER ROADWAY DESIGN
a�w T = 7 % MARCH 21.2014
N oz � PROFILE (HORIZONTAL) V = 70 MPH ENGINEER
°-3ow O 10 5 0 10 20 * TTST 3% DUAL 3% LETTING DATE. ALLIODNESr K.WHITE TRR�
u o� (' `� MARCH 15.2016 PROJECT
oa�
`/ FUNC.CLASS = FREEWAY
SIGNATURE. P.E.
PROFILE (VERTICAL)
!�

PROJECT REFERENCE NO. SHEET NO.
N R-1015 2
PRELIMINARY P A V E M E N T S C H E D U L E
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.013,
C1 AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. vD. INCOMPLE 'E PLANS
LAYERS. po NOT USE FOR /W ACpU15IT10N
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 1325.08, PRELIMINA.RY PLANS
C 2 AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO E 2 AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO DO NOT USE FO CONSTRUCTION
BE PLACED IN LAYERS NOT TO EXCEED 1%2" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO E3
LAYERS. AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
C4 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO E4 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER NOT E .
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. THAN 51/2" IN DEPTH.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, SEE PLAN SHEETS FOR PAVEMENT LIMITS.
C5 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO J1 PROP. 8" AGGREGATE BASE COURSE.
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C6 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO J2 PROP. 10" AGGREGATE BASE COURSE.
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
PROP. APPROX. 21/2" ASPHALT CONCRETE INTERMEDIATE COURSE,
D1 J3 PROP. VARIABLE DEPTH AGGREGATE BASE COURSE.
TYPE 219.013, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
C5 E4
C6 D7
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE I19.013, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. P PRIME COAT AT THE RATE OF .35 GAL. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, _ _ _ _ _ 2Y2"MIN_ _ _ _ 3"mu
MIN
3 TYPE 219.013, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. R1 2'-6" CONCRETE CURB AND GUTTER.
D Wedging Detail For Resurfacing -L-
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D4 TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" R2 EXPRESSWAY GUTTER
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
D5 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, T EARTH MATERIAL.
TYPE I19.00, AT AN AVERAGE RATE OF 342 LBS. PER SO. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
D 6 TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. U EXISTING PAVEMENT. C3 E2 OR E2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, C4
D4
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAILS)
D7 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR W
GREATER THAN 4" IN DEPTH.
2Yz`MIN_ _ _ _ 3"MIN.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
D Wedging Detail For Resurfacing
-RP1AB-,-RP1CD-,-RP2AC-,-RP2CD-
MEDIAN
I
12'(17'W/GR) VAR. VAR. VAR. 6' • VAR. • VAR. 6' VAR. VAR. VAR. 12'(17'W/GR) 18' 6'
6. 1 4' 0-24' 0-24' 0-12' 4' 4' 0-12' t 0-24' 0-24' 4' 6'
POPS FOPS 1 1 FOPS FOPS 1 t FOPS POPS
w
o�
CS p C5 W C5 9 o ~
aa-a C5
0.04 EXIST. EXIST. "a EXIST. o W C5 z
EXIST. EXIST. EXIST. O Oq s
_ _ _ _
6:1 — — — — —
T y4R
'41 R. — — 6:1 ,5 �t.P�'
�\ T J3 E3 E3 u4X T E3 Db E3 Db 13
12' 12' J
GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1
-L- STA. 32+80.83 TO STA. 67+50.00 RT.
•• -L- STA. 67+50.00 TO STA. 76+00.00 RT.
a�
•• -L- STA. 32+80.83 TO STA. 76+00.00 LT.
• SEE PLANS
o�
N-�
U0
o�
-,F

PROJECT REFERENCE NO. SHEET NO.
R-1015 2-A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
-L-MEDIAN
I
46'
12'(17'W/GR) 12' 12' 6' 1 17' 1T 6' 12' 12' 12' (17'W/GR)
6 4 4 2 2' 4' 4' 6' 18' 6'
POPS FOPS FDPS FDPS. FDPS POPS
o 0Z
z z
C5 0 a. C5 0-
D6
0.04 0.025 0.025 0.025 0.025
0.025 0.025 0.04 °
6:1 6:1 6.1
\ T 6' Db GRADE TO THIS LINE Ii T T 6' _ I _ Ii GRADE�TOTHIS LINE T �61 �\
NOTE: MEDIAN GUIDERAIL X111"
15' TREATMENT REQUIRED 15'
4' 4'
R
0.02
TYPICAL SECTION NO. 2
J1 T
G3 3" S9.513 *NOTE:
INSTALL EXPRESSWAY GUTTER AS FOLLOWS.
Gs 3" S9.5C -L- STA. 528+83.29 TO STA. 531+19.69 RT
D3 3" I19.06
D6 a" I19.oC USE TYPICAL SECTION NO. 2:
-L- STA. 76+00.00 TO STA. 137+16.09 (BEGIN BRIDGE)
E1 a" B2s.oB -L- STA. 139+45.74 (END BRIDGE) TO STA. 170+65.97 (BEGIN BRIDGE)
-L- STA. 185+41.70 (END BRIDGE) TO STA. 226+41.28 (BEGIN BRIDGE)
E3 s" B2s.oB -L- STA.228+70.94 (END BRIDGE) TO STA. 282+91.63 (BEGIN BRIDGE)
11 8" ABC -L- STA. 292+16.33 (END BRIDGE) TO STA. 505+36.07 (BEGIN BRIDGE)
-L- STA. 507+10.37 (END BRIDGE) TO STA. 515+58.46 (BEGIN BRIDGE)
R2 EXPRESSWAY GUTTER *-L- STA. 517+94,45 (END BRIDGE) TO STA, 531+19.69 RT
-L- STA. 517+94,45 (END BRIDGE) TO STA. 543+98.84 LT
T EARTH MATERIAL.
U EXIST. PAVEMENT
W WEDGING
-L-
J MEDIAN
10' VAR. VAR 12' 12' VAR. VAR. 12' 12' VAR. 10' 18' 6'
(13'W/GR) 0-12' 0-12' 23'-14' 23'-14' 0 - 24' (13'W/GR)
CL
FDPS 1 1 � A I t FDPS
C5 C5 w o T T z o C5 C5
:n
0.08 0.025 ° 0.025
0.08 °_ �\�p`1•
6:1 - - - - - - _ _ _ _ - - - - -
6:(
T 06 E3 NOTE: MEDIAN GUIDERAIL E3 Db
T
TREATMENT REQUIRED USE TYPICAL SECTION NO. 3:
a 12' GRADE TO THIS LINE I q'
GRADE TO THIS LINE 12' -L- STA.531+19.69 TO STA. 550+52.00 RT
R -L- STA. 550+52.00 TO STA. 579+17.51 RT
TYPICAL SECTION NO. 3 o.oz FLATTER ' -L- STA. 543+98.84 TO STA.550+52.00 LT
m -L- STA.550+52.00 TO STA.579+17.51 LT
00
Q� E3
T NOTE:
INSTALL EXPRESSWAY GUTTER AS FOLLOWS.
-L- STA, 528+83.29 TO STA, 552+78.50 RT
uc
of

PROJECT REFERENCE NO. SHEET NO.
N R-1015 2-B
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
-RPIAB- �-RPIAB-
-NB-
1 �
23 23' INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
6' 18' 12' 12' 12' 10' 1 13' 9' 10' 4' 12' 12' 18•
115 w/GR) 4 4' 4' 4• (15'W/GR) PRELIMIN RY PLANS
FDPS l wFDP$ FDP t FDP$ DO NOT USE FO CONSTRUCTION
a°z o 1
C Z
0(L ¢o C3
3a/M 0.08 0.025 .025 0.04 0.04 0.025 a 0.025 0.08 '5�
x 6:1 T :)
D2 GRADE TO THIS LINE p _.., ..Si T T J) 2 y.{ 6• T
NOTES GUIDERAIL NOTES TREATMENT REWIRED 14'
GRADE TO THIS LINE
14'
TYPICAL SECTION NO. 4A USE TYPICAL SECTION NO.4 & 4A
TYPICAL SECTION NO. 4 -RPIAB- STA. 4+89.37 TO STA. 10+60.56 (BEGIN BRIDGE)
-RPIAB- STA. 12+89.40 (END BRIDGE) TO STA.22+04.84 LT.
-RPIAB- STA. 12+89.40 (END BRIDGE) TO STA. 27+55.41 RT.
12' 12' MEDIAN 12• 12'
12'(17'W/GR) VAR. VAR. VAR. 61 VAR. VAR. 6' VAR. VAR. VAR. 12'(17'W/GR)
POPS FOPS 0-24' 0-24' 0-12' FDPS FDPS 0-12' 0-24' 0-24' q. 6,
wr
FDPS POPS
0 Z ~
C3 p C3 W C3 D o o C3
0.04 EXIST. EXIST. "a EXIST. W C3 4
EXIST. EXIST. EXIST. 0.04
6:1 - - -}- - - - - - 6:1 �2���P�
T El T El D Ul :1
J1 E1 10. 10, O E1 D J1 6' T
GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION NO. 5 USE TYPICAL SECTION N0. 5:
-RPIAB- STA. 22+04.84 TO STA.42+10.21
•• -RPIAB- STA.22+04.84 TO STA. 35+79.90 LT.
•• -RPIAB- STA.27+55.41 TO STA.42+10.21 RT.
• SEE PLANS
i -RPIB- (PROP.US 70 BUS.)
-RPICD-
_ 6' 18• 12'(15'W/GR) 12' 12' 10'
6 4 4' 10' 12' 12' 10'(13*W/GR) 18' 6'
POPS FDPS 1 w FDPS 4
a°? rDU
- T c3 i F i FDPS
3a/ $ 08 0.025 0.025 0.04 C3 3" S9.56 . T 0.04 0.025 0.08 0 3\
J3 b��14- A 3;I MAX
C5 3" S9.SC 6.( o"
GRADE TO THIS LINE 14. T :1
D3 3" I19.013 2 Jl 6' T J 714'
D9 4" I19.00 TYPICAL SECTION NO. 6 GRADE TO THIS LINE
a E1 4" 1325.06
y
-o E3 5" B25.00 USE TYPICAL SECTION NO. 6: USE TYPICAL SECTION NO. 7:
J1 s" ABC -RPIB- STA.0+00.00 TO STA. 25+50.60 TYPICAL SECTION NO. 7 -RPICD- STA. 0+00.00 TO STA.13+50.00
-RPICD- STA.29+50.00 TO STA. 36+08.47
0 o R2 EXPRESSWAY GUTTER
Qo�
o T EARTH MATERIAL.
N�
o W WEDGING

PROJECT REFERENCE NO. SHEET NO.
r R-1015 2-C
L -RPICD- ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
LOOP IB
10' 12' 1 12' 10'(13'W/GR) 18' 6' 20
INCOMPLE L'E PLANS
4'
12'(15'W/GR) $' 12' 10' DO NOT USE FOR d/W ACpU15IT10N
FDPS) i VAR. 4' 8' 4, 2 PRELIMIN RY PLANS
0 5' FOPS NOT USE FO CONSTRUCTION
o FOPS
o z
� C3 C3
0.04 .025 0.025 0.08 "J
°'
T 0 C3 D3 R1
2 A A 2 6. T 0.08 0.025 0.025 0.02
GRADE TO THIS LINE �0 6\ T T
A A (I 66'
15'
TYPICAL SECTION NO. 7A USE TYPICAL SECTION NO. 7A: GRADE TO THIS LINE
-RPICD- STA.13+50.00 TO STA.18+00.00 USE TYPICAL SECTION NO. 8:
-RPICD- STA.28+00.00 TO STA.29+50.00 -LPIB- STA.0+00.00 TO STA.9+04.19
TYPICAL SECTION NO. 8 USE 15.0' WITH GUARDRAIL
10'(13'W/GR)
4' 4' 4' 8' 18' 6' 10' 1 -Y3-
FDPS FOPS
w �
12' VAR.0-16' 12' 8' $'
cr 0 °a (11'W/GR) (SEE PLANS) (II'W/GR)
C3 Dl _ 4' 4
0.0$ 0.025 0.025 FDPS FDPS
6:1 0.08 6:1 °o �\ o i
VAR.SLOPE 3.� T C. '1 cr 0
Jl � F T Dl C3 a C3 D1
12.5'
GRADE TO THIS LINE 0.08 0.02 002 0.02 0.02 0.08 SEE g:IMPX
USE TYPICAL SECTION NO. 9:
-RPIA- STA.0+00.00 TO STA. 9+86.56 T Jl Jl T
TYPICAL SECTION NO. 9 -Y3RPA- STA.0+00.00 TO STA.17+44.28 15' 7
-Y3RPB- STA.0+00.00 TO STA. 20+20.01(REVERSED)
-Y3RPC- STA.0+00.00 TO STA.17+13.94 GRADE TO THIS LINE
-Y3RPD- STA.0+00.00 TO STA. 25+35.61(REVERSED)
USE TYPICAL SECTION NO. 10:
TYPICAL SECTION NO. 10 -Y3- STA.40+50.00 TO -Y3- STA (BEGIN BRIDGE)
-Y3- STA.(END BRIDGE) TO STA. 64+00.00
-Y3-
8' 12' 12' 8' 8'
(11'W/GR) (II'W/GR) DETOUR
4' VAR. VAR. 4'
FDPS 0-2.25 w 0-2.25' FDPS
1 a°o t 3'
v
IL
(11'W/GR) (11'W/GR)
D1 Dl
0.081 ,0..-02 0.02 C3 C3 0.02 0.02 0.08 SEE g;IMaX 1 a z
3'\ x I T 9y
m° pFt. cr a°
Jl Jl �I
15' 0.08 ( 0.02 0.02 0.08 4 VAR g;IMpX
GRADE TO THIS LINE 3\m°X T a' t� � T
C3 3" S9.56 GRADE TO THIS LINE
TYPICAL SECTION NO. 10A
Dl 21/2" I19.013
m D3 4" I19.oB TYPICAL SECTION NO. 11
11 a" ABC USE TYPICAL SECTION NO. 1OA:
R1 2'-s" CaG -Y3- STA. 34+77.69 TO STA. 40+50.00 USE TYPICAL SECTION NO. 11:
-Y3- STA.64+00.00 TO STA. 73+81.89 -Y3DET- STA. 38+67.64 TO STA. 66+15.00
uc T EARTH MATERIAL.
-Y4DET- STA. 34+60.97 TO STA. 59+54.66
o�

PROJECT REFERENCE NO. SHEET NO.
N R-1015 2-D
ROADWAY DESIGN PAVEMENT DESIGN
MEDIAN ENGINEER ENGINEER
28, •
LT.SIDE
30' 12' VAR, 12' 12' 14' 14' 12' 12' VAR. 10' 18' 6' 10' INC®MPLE 'E PLANS
(15'W/GR) 12'-0' 12'-0' (I'W/G )
DO NOT USE FOR /W ACpU15IT10N
4 a 4
FDPS FOPS PRELIMIN RY PLANS
CS x 4 q DO NOT USE FO CONSTRUCTION
C5 w o z m C5 CS
0.08 0.025 a EXIST. 0.025 2-2 USE TYPICAL SECTION NO. 12:
- - - - - - - -- _ -i - - - - - - ,, z o
-RP2AC- STA. 36+73.83 TO STA. 57+16.75
T D5 E3 D5 T '1 -RP2AC- STA. 41+47.83 TO STA.52+00.00 LT
E3 -RP2AC- STA. 36+73.83 TO STA. 52+00.00 RT
11• 11• •• -RP2AC- STA.52+000.00 TO STA. 57+16.75 RT
RADE TO THIS LIPS THIS LINE •• -RP2AC- STA. 52+000.00 TO STA.57+16.75 LT
_ USE RIGHT SIDE FOR
TYPICAL SECTION NO. 12 -RP2CD- STA.0+00.00 TO STA.24+82.06(REVERSED)
-WB- j-RP2AC-
j -RP2AC-
VAR.14'TO 23' -EB-
12' 12' 12' 10' 13' VAR.14'TO 23'
(15'W/GR)
q• q. 9' 10' VAR. 12'- 16' 12' 18. 6' 10'
FDPS 1 1 w(FDPS 4' 0-4' VAR. 4. (15'W/GR)
°a z FOPS i FOPS
C5 ca °z
0.02 0.02 O,�q a° C5 D5
0.08 6y 0.04 0.02 0.0
6:1 ter -� 0.08
4:1 or Flo 6:1 �o
T D5 GRADE TO THIS LINE 12 6' T - d
16' T 12 6. T
NOTE: MEDIAN GUIDERAIL 16' GRADE TO THIS LINE
TREATMENT REOUIRED NOTE: MEDIAN GUIDERAIL
TYPICAL SECTION NO. 13 TREATMENT REOUIRED USE TYPICAL SECTION NO.13 & 13A:
TYPICAL SECTION NO. 13A -RP2AC- STA.57+16.75 TO STA. 79+22.74
-RP2A-
10' 6' 18' 10' 12' 12' 12'
(15'W/GR)
4' 4'
FDPS t WIFDPS
oz
z
D5
C5 0 a.
3,V o 2 0.08 0.025 0.025 0.04 USE TYPICAL SECTION NO.14:
3.1Mq -RP2A- STA.79+22.74 TO STA.97+93.74
6:1 X
6:1 z GRADE TO THIS LINE T
T 6' J2 6.
0 16'
d
C5 3" 59.56 TYPICAL SECTION NO. 14
D5 3" I19.00
m
i E3 5" B25.00
00
Q� J2 10" ABC
00
T EARTH MATERIAL.
00
of

PROJECT REFERENCE NO. SHEET NO.
R-1015 2-E
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
LOOP 2A Ft -RP2C-
20' 10' 8' 12' 12'
q• 1 61 1 g• 12' 4'- 8' 12' 10' 10' 1 6' M, (13'W/GR)q• 4' 10' _
(15'W/GR) VAR. FOPS 1 FOPS
4'
FOPS ■ a°�?
wr m
C1 D1
° C1 Rl 3/ ° 0.08 SEE PLANS
a,/ a 0.08 SEE PLANS 0.02 3:I OR FLATTER s$ 6:1 0.08
61
T -�m L T qX
T 6'j� D 6 T Jl
Jl 3 13.5'
15' GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION NO. 16 USE TYPICAL SECTION NO. 16:
TYPICAL SECTION NO. 15 USE TYPICAL SECTION NO.15: -RP2C- STA.0+00.00 TO STA.13+82.23
-LP2A- STA. 79+22.74 TO STA. 88+59.59
-Y4-
-Y4- 6' 1 12' 12' 6 8'
(9'W/GR) (9'W/GR)
6' 12' 12' 6' 8'
(9'W/GR) (9'W/GR) -4'PS. VAR. VAR. 4'P S.
0-2' wo r 0-2'
t a z
4'P 1 w I 4 P C3 o n C3
<l0 0.0 0.02 0`02 0.02 �02 .0 v g.�MAX
C3 a C3 0.0 0.02 0.02 0.02 0.02 0.0 �MpX T Jl P O P Jl F T
pR.
P Jl P A GRADE TO THIS LINE
II'
GRADE TO THIS LINE
USE TYPICAL SECTION NO.17A:
TYPICAL SECTION NO. 17A -Y4- STA. 32+80.83 TO STA. 36+00.00
USE TYPICAL SECTION NO. 17: -Y4- STA.56+50.00 TO STA.58+29.79
TYPICAL SECTION NO. 17 -Y4- STA.36+00.00 TO -Y4- STA. BEGIN BRIDGE
-Y4- STA END BRIDGE TO STA 56+50.00
qL -SERVRD-
6' 1 9' 9' 6' 1 8'
(9'W/GR) (9'W/GR)
- Cl 3" SF9.5A � o
C3 3 "S9.5C Flo F
c� o_
D1 21/2" 119.013 0.08 1 0.02 O.o2 0.08 E g;1MaX
D3 4" I19.06
a T T
11 B" ABC U ��•
0
P PRIME COAT
m
GRADE TO THIS LINE
i
R1 2'-6" C&G
a� T EARTH MATERIAL. USE TYPICAL SECTION NO. 18:
TYPICAL SECTION NO. 18 -SERV- STA. 32+80.84 TO STA.56+74.66
W WEDGING
U�
0
-CF

i
CT PROJECT REFERENCE NO. SHEET NO.
F- R-1015 4
03 W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I DETAIL A
I I SPECIAL CUT BASE DITCH INCOMP LE ]E' PLANS
I (Not to Scale) ISO NOT USE FOR %W ACQUISITI®N
I Natural 1 OC Front ' " `D 3
PRELIMINARY PLANS
Ground 3• el Ditch
I9® NOT USE ]F® CONSTRUCTION
Slope
I LBJ Min. D=1.5 Ft. PI Sto 34+58.20
13=8 Ft.
_ ll°45' 32.0" (RT)
I I I FROM STA. 33+10 TO STA. 76+06 -L- (RT)
D = 3°l9' 35Z
I I I STA. 33+40 TO STA. 64+74 -L- (LT) L = 353.50'
�n T = 177.37'
I I I
R = 1,722.44'
SE = 0.08
RUNOFF = 264' o
I I I
I I I
SPECIAL ASE DITCH
SEEDETAIL 'AB
TIE EXISTING DITCH, TO STREAM
- - ........ F ,
STA 31 + 70 TO- STA 32+ LT
r' 'tom -
= — - _
- - - - --- -
- - - - -
- `_ E
V - _ - ----c = .a
.9 590 T APER _ _
I I I _
-__ _
Uj
I I 1 V) — _ W
— - - - - -�(
---- V o - -------
—
-
-- - -,
- - - —
0- 01
N RETAIN W p
_
N o
,,,,,,,,,,,,,,,,„ -- �1 O
• o .
=T FO T/ 70 1 • mss _ --- ------...
-
� _ _ ,_ _� _ „�,J'
N N � F
th r- .
--
3 1 _ -
I -
............................
6
401
2 ..
2G 27 40, N
M
0
3.5/P?' J-1-
N 0°26 N
50.1
..... .......... .. ...................
,
/9
_..
-
® � +
woo R ETAI N �
-
Q_
BEGIN CONSTR :z� : . u_ _ _ � -o- , _ - - —< _.. _ - _ ------ — -
-
UCTl - — - - - , — - _ l _____ — —r_ _ — — — �.►
C C _ �. _ _ _ �_ —
C C — _ -
C � _
C `”`'- .� .� - - - - - -
TIE EXISTING L, , AM C — .. C _ _ — _ — _
;, .. .. .. ��-- T -- - - _ _ W�
STA 31 + 70 32 + 80 —L �;, �;, R C C _ .�-- -C C
I ;� `^1' �► - r C
R —Sim_ _
I r'. _.r'<?°ors' -r�*ti-!r l ......
V
............
SPECIAL CUT BASE DITCH
SEE DETAIL A
O
III BEGIN PROJ, CT R -l0/5
UNITED STATES OF AMERICA
L .PC STA 52 +80,285 DB 336 - PG 9
DB 336 - PG 72
7375.2 AC (DEED)
m
L
L
= o
-CL
o ro
SEE RDWY STD DWGS 865.01 SEE SHEET 49 FOR PROFILE —L—
FOR CABLE GUIDERAIL INSTALLATION
o
Qcr
moo
ocr

i
CT PROJECT REFERENCE NO. SHEET NO.
R-1015 5
03 RM/ SHEET NO.
DETAIL A ROADWAY DESIGN HYDRAULICS
SPECIAL CUT BASE DITCH ENGINEER ENGINEER
I I I (Not to Scale)
Natural 1 oC Front
e<
NAD 83 INC®MP L]E lE PLANS
Ground �?.7 D ,0 Ditch
I F� Slope ISO NOT USE FOR %W ACQUISITION
LBJ Min. D=1.5 Ft.
_ PRELIMINARY PLANS
13=8 Ft. —� ISO NOT USE ]FO CONSTRUCTION
FROM STA. 33+10 TO STA. 76+06 —L— (RT) PI Sto 58+21.81
STA. 33+40 TO STA. 64+74 —L— (LT)
A = 38°01' 15.2" ILTI
D = r 53' 54.5"
UNITED STATES OF AMERICA L = 2,002.71' /
DB 336 - PG 9 T = 1,039.80
R = 3,018.00'
I I I DB 336 - PG 72 SE . /
I I I 7375.2 AC (DEED)
RUNOFF
06 30 `
/ E
U')
I I I p
/ I_. ., �:' I L ,. ... may■ Sta,=41+9 1 TO
48+55.49-L- /
6
ul
FT/FT
n-
0.045
Q2= 1.68... CFS / Sta.=51+00 TO 56+86 -L-
L I_ V2= 1.05 FT/S V
d2= 0.54 FT s= 0.0 FFT/FT LL n= 0.044 5
Q10= 2:18 CFS � 6 DA-
V10= 0.87 FT/S / SPECIAL CUT BASE DITCH = 0.90 AC
Z d10= 0:68 FT i Q2= 2.72 CFS
I I I / SEE DETAIL A v2= 0.92 FT/S ---E
Sta.-48+55.49 TO 51+00 -L- C
d2= 0.73 FT _ .. _ /1
-- ------ �.. '..----..... 6 s= 0.04 FT/FT Q10= 3.53 CFS E .,
__ .- ""--"'..'-E n=-0.045 V10= 0.98 FTiS-
--
.....1 I ' - - DA= 0.37 AC .-
1 1 = 1 FT C
"---- _ d 0 0 8 E t'
E. Q2 1.12 CF
C """'-_-
_ O,
1
V2 0 TiS
L
N C
2_- FT' E
Z
I --,. d 53 . ,.
_ - R
1.4 F
I__ I
a _
5 CFS
C
I <
0
1 T
W ><
M
E__
_ C
1
J
d ..-
r
N
;J'7
0
� � I
_ d
W _
I I 1 C
N
W ('�
S ..
_ C
L
LL;1 _ 1. ., ,►- co
I i
I L
_ _ t�
_ _ -
I
I_ — -- = _
o _
---_ _
c _ _
I
_
--_
O rr
< A
ER
+ got
T
_ r-c 5
_ a,
r
T
T R� V�
_ r < Fo —
CX0 _
L L --T
-
,, E
I _ —
o
W _ _T
I —
_ — — - —
— F
_
1I I I I I
O a
T —
5
w
I I
,A
N
.
_I__
o
W N
501
z
G
c„ /
2
L
h I
\
G
r/♦
N
2 ._
5
6
5
504
\
I
r . .—
.J_
N
i
1 I _I L I I - - 6 _ v ,,ter► ----- -=-
:r
-=�- 300
A
..,.
C
_
_ _ - —
_
L _ —
I 5 — — -
—
— T
C —
_ -
' 503'
B C - - — _ - - - -
z /Q . -RIP RAP C - - - - - - - - - - _ _ _ - - - - - - - - -
C
m
SPECIAL CUT BASE DITCH Qo e 1
N SEE DETAIL A
N
I
I
I
� Q
w
m Q
C)
(n N
LU
Q
Q
I -C 1►
L N
Uj
I �
I i
I /
= O
I � i
—CL
I d-/
O fo
SEE SHEET 49 FOR PROFILE —L—
O @
0
Qcr
Ocr

I
I
0 PROJECT REFERENCE NO. SHEET NO.
0_
R_1015 6
T R/W SHEET NO. ---
/ ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MP LE lE PLANS
I __E s��S10\4 DO NOT USE FOR //W ACQUISITION
-E- �-q� PRELIMINARY I�I.A�NS
Qo��P DO NOT USE FOR CONSTRUCTION
I �3
I POWER TRANSMISSION EASEMENT /
I I I I
o /
I I I I
I I I E E
O �
UNITED STATES OF AMERICA
' DB 336 - PG 9
I I I I DB 336 - PG 72
I I I 7375.2 AC (DEED)
I / /
I I I I O �
ooLn
y
L i i o N rest �n
I L so Sag 62 � 3 _ o v C 'f. 0
" -L- cn
I I I A_
Sta.=56+86 TO 60+00 -L- Sta.=62+38.07 TO 65+00 -L- �. �
r
_ - Sta.=65+00 TO 69+13.24 -L-
........................ -
I__ I I s- 0.004 FT/FT s= 0.003 FT/FT
In= 0.045 n 0.045 i
DA= A " DA= 0.47 AC V s= 0.003 FT/FT _,,,. ..�- - WLB-�.�"" ..L
I I I u.l
0.56 C
Sta.-60+00 TO 62+38.07 -L- o n- 0.045 �* � �
I. Q2= 1.84 CFS = Q2= 1.0. CTS I DA=
s 0.003 FT/FT 0.74 AC
V2= 0.93 FT/S n= 0.045 V2= 0.80 FTiS 2= 2.4 F -
I L 2= FT d2= 0.5 FT Q 3 CFS
d 0.60 DA= 0.43 AC 9 '" V2= 0.89 FT/S
Q10= 2.39 CFS _ Q10= 2.00 CFS I -
Q2 1.42 CFS _ d2- 0.70 FT
I V10= 0.99 FT/S V10= 0.85 FT/S
C
E V2= 0.87 FTiS �I Q70= 3.16 CFS
L I L d10 0.66 FT d2= 0.55 FT I V10= 0.95 FTiS ;.--
� � d10 0.65 FT I °
I L 10= 1.84 C 1 FT ,,,
,. ,; Q � � d 0= 0.78 _,
� V10 0.8 TiS J �
.... d10 3 FT
9
L I I �a,
I
REST R-NA
c
J SPECIAL CU T BASE DITCH H
F
C z _ a S EE DETAIL A
o w
...;- -
Z L
N
I -
N
U R
S1.
W
W
i
L I I -........ & _
"
I I L RIP
RA _
I
E
O
i
�I I I
a I I i I
C
5
f
r-,
R
W ooT
_
�
W F E s 6 0 3
_ - -_ Uj
I
•
CO
.,, _ Fo
Q
- _ ___ N
_ REMOVE
L_
0
T- - - -
0
- - -
I �
1T- �
N ,37 34_
V.J _
5 19
L
19
L 604 - �o
Z N
I I L -•. z
z _ N
601
602 .
W
I
f 5
O
IV
15
6
06
19-
0
r N
o -
��► GI o
15
N --
- IM
---...
o LJ _
--�_ -1. "
55 "
CFS o �, W
DN03 - A(T OT
,�ai � ""_---- ) 0.47 AC C=0.61 .,,,., _
A _ M -
-r D_ C _ _ -- - e .-
- - - AC --
- T
T - _ - - _ - -- - r -- - -
Ulm_L
---,�--
_ V
Xw `
- - -- - _ -
I E
<- -INK < < < < < <
E - - - - - - - - '� < < <
$y/�n'r E E E
�
E-
SPECIAL CUT BASE DITCH
1e"If SE E DETAIL 'A'
3.
24 A-
Crest -
I I I UNITED STATES OF AMERICA m
* * * . . . . * , M „
eM2
i ELEVATION = 28. 79
R1405 50 STATI0N8
40J595� 35+03 195 LEFT
RR SPIKE IN 8 PINE * * * *
-L-
PI Sto 58+21.81
A = 38°01` 15Z QT)
D = r 53' 54.5"
L = 2,002.71'
T = 1,039.80'
1= ,
R = 3,018.00'
SE = 0.06
RUNOFF = 300'
T DETAIL A
-C SPECIAL CUT BASE DITCH
L i (Not to Scale) -RPI B
LCD
i
I "
Natural o< Front
Ground et Ditch
PIS Sto 1+27.66 PI Sto 6+71.71
i 3. �'
L .' D F Slope es = Z 15` 20.78 O = 28°46' 49.2" QT)
' �,B J Min. D=1.5 Ft. es = 3"55' 48.r D = X 21' 30.6"
B=8 Ft. Ls = 234.00' L = 856.94'
0/
LT = 127.66' T = 437.71' SEE SHEETS 49 AND 50 FOR PROFILE -L-
T FROM STA. 33+10 TO STA. 76+06 -L- (RT)
. STA. 33+40 TO STA. 64+74 -L- (LT) ST = 106.56' R = 1,706.00' SEE SHEET 69 FOR PROFILE -RPIB-
STA. 0+00 TO STA. 6+50 -RPI B- (LT)
o SE = 0.06
Qcr
I i
moo
ocr ,
I

I
I
PROJECT REFERENCE NO. SHEET NO.
N REVISIONS
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
2015 ADT DO NOT USE FOR R/W ACQUISITION
WA 2035 ADT
18800 PRELIMINARY PLANS
N DO NOT USE FOR CONSTRUCTION
�p
WA WA
6/ 17900 900
29100 29100
,n 47000 30000
DA= 005 AG
Q 089+0,6 035 CF5...
/! SP 000 CPS
Q10 0 32 CFS
US 70 LJ$ ]0...-��� x DA C4 005 ACC1c e»^ SPREAD
UDI229 SLOPE 3.7%
TO CARTERET CO, TO HAVELOCK Qb o000 CFS
Q= 019+016 0.35 CFS
Qi 035 CFS cocFen euev<1<,�n°
SPREAD= 2.29 FT Q- 1.58 CFS
LONGITUDINAL SLOPE= 37% C 019
Q10= 032 CFS DA 044 AC
Qb=103 9 CPS Q
-F.+ _F 4 t k Q10= 2.77 CFS sm.-5+0o To 10.]0.]3-RP AB END APPROACH SLAB LT& RT.
T
LONGITUDINAL SLOPE= 3 5%
F --F 0� SPREAD= 4,0]FT OObS� -RPIAB- STA
.F - _- F DA- 041Ac
4 F F ✓ F CL 8 RIP RA4F V2= '0166"CIS S+°
••••,� .....,Ic 21 V2- 0.26 FT5 +0]3 TO RP1A
CAT-7 : 0021 FAC
�� ® Q10= 096 CFS DA-0026 AC
R �= I'�•:. _"" „-= dIO= 0.2 FT5 V2- 0.42 CFS ,�
} O f F 1r,- F.� .R.... _ - - -..3 ,R BEG.SBG A /SV �fC (P -F•... F d10= 0.29 FT dVZ_ 1.15 FT5 Rl T f RT
-• (� y �.•. F 01 0123 FS
_ -RP1AB-STA.4+91 LT. �'•"•- d!O= o 42 CFS
" / f 3 -••_..•� d10- 0.26 FT -RPI - S ✓ DA 029 AC
-RPU1B ITT Ste 44189,•31 -. -F Q 1oo,« l�
4[ 4< r/ '� •� �.. 3 �.:. ,fc '( � •�t. F Crest,O LONGITUDINAL SLOPE=
1Q/ N� ��� 1 ►•- _ 1.r �70.73
� 010- 183 CFS � `-
Q V7 720 SPREAD- 3.79 FT /
4c 4< 4< ? 41 4< 4. 2G 719 4F 4. 41 ie 4< 41 •`� `
F .."`"..'- -- �' �•' 7 ;....... ` �''�. F 716 / ��O
Gres / k 4e 45 R w,4° toe Y 4c 4° 1Rk 4c %4c 4P ? 4. R 4e I° 4� 4e 4s 4e - - �'�-c - - L.� 4. "� O
WTEO STATES OF AMElki �: / a BEGIN APPROACH SLAB LT.& RT. o
/ OB 336 -PC 9 t/ ti 7 -RA4AB- STA 4 4< / f DO
4 *k R 4e be ? be �331'1 =AC'RT? �„"" 4e � 4 be 15"RCP- R
_Rp1B- F/ / PFen ✓
+55.80 / N p1B- T3TS.a 1C IoEED/ a 02980 01C0.39 CFS GR 35 nJ°S� ` ` END G AT
sag 7 R 4 +00 47R-R 4 4. 4! 4. 4 039 CFS 1c R CA gP
Qb o00 cFS � � 'R & APPRO H S 8 E F 777 N
010-D0.50 CFS ' ZG1 P1AB- 4.10+87 5G NPO'6�ON \\ tp
! LONGTUDINAL SLOPE- 3.7% / 723 ��`
C a"J 18 SPREAD- 3.96 FT p �� +� �� SF''GS \\ Y
4e t 4r....... t 4 4< s 4< •R 4, 4< ...... 4< 4 4e 4. G AP S .k OAR 4e `4 ` RP��_IYPF T 1'PE 8 77 O '�
F -RP1A8-STA.4+89 RT / 722 ® M350
TYpE M35 PE �'I P'C\E5J BEG.SBG AT /
/ / � �► 0 0' 4i APPROACH SLABR
4s 4r 4 4c 4r 4 4R 4 ? 4,
4e 4e / 4s 4e 4< 441 \ 4r 4r •R c
SPECIAL CUT BASE DITCH ' A .9 AC DA o 34 Ac r °.T -RP1AB-STA.13+83 LT.
SEE DETAIL'A' / q= t 08 CFS m V 7
C= 09 \ C- 09
�//���1+' /C, r,,. q= 1 12 CFS
"�V"_ 3g�N Oi 104 CFS 725 q�= 112 CFS
7 Qb 004 CFS (�/ 0 qb 010 CF PE 713
LONGITUDI L SLOPE= 0.3% / 1 LONGITUDINAL SLOPE= 3.]%
4 4< 4 4< 4 4 q,o ,B cFS 4 4 4 J t + Q,o 214 GIE 4 4�
co W /� '� .,��,yr p I + N i NOTE:SPREAD ON BRIDGE=3.04
SPREAD= 3.30 FT `O SPREAD 3.65 FT
W p / \ EyD SBG AT '� ,
_/�... ,� 4 ,� ,� ,� ,� ,� ,� ,� I ,� ,� / .� .� .(< - s =90+0o TO. +sa-L-
c .� NO DEC,C DRAINS REQI,�JRE APA40ACH 5118 /1'
V• S'= 004583 TO 90+00 a-- DA_0:0003
.- C4 oo0a FLFT... -9 NO
-RP1A8-STA.9+71 RT.
y OA= 0.20 AC Q2 2.54
F O + Q2= 058 CFS V2- 0.90 ETS \ Q
•,' ,s�
W.... C `� d2' 0.41FT Q10 3.29 CFS 1 E�VP tom•- 1 `
W L CCC 4 4 4t 4c 4
/ 4 4e R 4r 4e 4e 4r
.� q 4s 4r ' 41 I 4c t 4r = y [
0� , V2 0.63 ITS d2 .fl 072 i � V
� Q10 0.76 CFS V10 096 FFi/5
Z.V• ,/ 1 110= 0.6]FT 1 0. FT ON
�o
4. Cc LL \ 10 TYPE 2 1 ypE M350 'W W
,_.,,,�.,,, •••� � be br 4 be R 4e be ? be ? 4 4 4e ? 4e
4<.. / ....... ►� 4c 4r 4c 4s 4< 4c 45 1 2GI �y
",,,,,,,, ��� �
'In .� .��pE f t � � rl 2 I � � �7j
.<,... _ / Q BEG.SBG L
"""'°���� APPROACH SLAB
,,, ,,, -�-„ m nl /� - �4� . F �� _RPiAB-$TA 12+79 RT. +�
�� {{ c..Pen euevl ac�m>a cer.
I s*w....:. '-•-._,,,4e STANDTAI BASE DITCH 4e 4, 4e. 4r 4e 4s 4 4e ? 4e 4r C 0'4 'k W W 4P \� 4r 4s t/ W
DA 04+016 020 AC
N' F '� 'R '� [ '� p+ � � � �'�. t - 95+56 52 TO 98 t 75 a. � �
"° •"'� SEE DETAIL h Q= 0.72 CFS \ 70 A b• s= 0.003 FTifT
° ......, gp9 77+17 8t Q- o.,7GFS B / 5
ODE=590 Cy 93 j Q6= 0.06 CFS 707
�. CL B RIP P I
1 _ ` n 0.0.4 KKKIII
�--1- � O � -� 4 (�•.7� q �.39 CFS
,, ----- y✓ LOONGITUDINAL SLpPE= 0.3% ` 1 /
-_ s----'�i b is br PREAD- z FT1 k b b br b b b ?' F b 4e be 4 b ds o:b ET i NOTE:SPREAD4eON BRIDGE=3v79 FT
,.�••. .,....,...,,.• ' 4r s - 7s GJ I
(d 0.83 FWS
.�.F q, - ,.eo FTS NO DECK DRAINS REQUIRE
/� s 0003 Fih? '-' .-+� - �- / di 0. FT SPRFen euevl cic x»s .�'
,,, ,,,,� .► 1111L- ,,,,,,/„ n= 00.8 / \ R 75"RCY-III ('7 C ,•�
DA 055 C / CA 708 ` / D 016 AC
" VQ2 1 0 79 CFTS R!+-•, 4e St.. 83+00 TO 88 168.32-L 16
.., 711 CL B RIP RAP "� / Q- 0.5 CFS
I '►.., ,,,� L d3=.,, 0 58 FT �....�.. �. �C_ �1L,=, _"'•_.- / Q Qi- 0.0 CFS
I
�207'GFS �-.',-_ St. ]]+00 TO 83+00-L-�� s 0.005 FTiFT
i^
I V 0T 084 FLS \ ---RO 0.003 FLFT DA 00.86 AC ` L-`` / F _ Q10= 1.00 CFS
�...... "^�A,4sr, "�, d10 0.64,FT n �S. 4 •�► L N 0.DI CFS
LONGITUDINALL�SLT 2.23%
�.�.,._ / 4R 4e 4r .` SPREAD=..3.Gk FT '4
,$O --RPi B- ,3'� *' ---•�..•., °��--,,,,,, SPECIAL CUT BASE DITCH DA= 0�9� � � 5 ECIAL CUT BASE DITCH Q2= 2.ss CFS
_ P
S
_ L � ,. ti pp �_g,o Frh _R ao
�"- REM SEE DETAIL'A' Q2= z0.9 c3 � 4 k � be ii StlE DETAIL'A' be d2= 0.6 Fr bR be �4. by. _.,R '��"` ►..�
OVE ,,, + ,
-•-'�••..,•, ,,, a V2 0:9o..FLS - r.. 41.4 GL'B RIP.RAP F �.•.,.� /
d2_ � �Rl� M1 3.31 CF8 y /... \
v1o= D7 FT \ / T 41 7
X100. 3.49 CFS ..�' .. � d70= 0.12 FT .►.. lA /.....
1.25 FT5
I__ �►� -,�_gym d10- 0.69 V1 y 1�I - Pl - T l�7 A A
-.. ,, -S"-----�--- �� v y ,.. � � � � � AB POTS S A 6.30 v F
.703 < ..,,,,,.
L 8 RIP RAP ,�,,. *...'"'°^^^-�., +...., r
ni >RAP
"°�... • '""-"""-- ,,, CI„8,RIE, a.--.-""'�
;:.m..�m, -�,k„�»,�•-- ,,,,,,,,,,, „�° .� E DITCH
_.W.. .,. ... SPECIAL CUT BAS 0 -f
SEE DETAIL A 641
N 1 � � .,
3
2
r
i
O
- tLA
I -1
_ D w
--- -- -' _
F Z
� o STANDARD BASE DITCH
/ ...STAND .��°'�.
--..t L... „,. _-
....., AIL
N
y
EE DET _
DE 410 C
I 3 1,'
0
_ k++
r
.;., 2Gil ,,,,,,,, Ui
- r
_ 70 _
<
_ ...---- Lu
_ M O
N _
�► _ P
--
�- - � ]
-G V
Q
GRADE T °"C'�. F►
O DRAIN
I F- _.''�v, �•» �, _ ____
G - _ RPICD �;� w�-
< U 350 REMOV (�,rL
- _ .... --- T .
C
_,_P"�Y�j1-,,,..� �M4F 0�..9L .......�.�..-.�•....-- � „.,. -, :,C _
.� CAT-1 - -._---. ..._
_ -
SPECIAL CUT BASE DITCH <
1 I SEE DETAIL'A' C C R C � C ,,...�� �� "^ C �•..�'.-.atil._'
DETAIL A
SPECIAL CUT BASE DITCH
I No„o Scale)
Sp9 0+76.79 -RP7Cp Crest 7+52.22 -RPICD- + 3
roan D A si.p
B Mm.D=1.5 Ff. DETAIL ?
STANDARD BASE DITCH
FROM STA.33+10 TO STA.76+06-L-(RT)
STA.33+40 TO STA.64+74-L-(LT)
STA.72+50 TO STA.86+50-L-(LT)
STA.0+00 TO STA.9+00-RP1 B-(LT) Min.D=varies u
B=4 Ff.
STA..11 0 T STSTA.28 8.47-RPICD-(RT) STA.90+00-L-(RT.)
STA.17+00 TO STA.28+00-RPICD-(LT)
I -L- -RP/B- -LP/B- -RP�D-
Pis Ste 78+6636 P/Ste 89+47.37 Pis Ste 99+69D2 P/Ste 6+7171 Pis Sto 114168.98 Pis Sto 14+7699 P/Ste/9+46,74 Pis Sto 23+98.64 Pis Ste 1+28.02 Pis Sto 7+7574 PI Sto 9411876 Pis Sic 4+74.02 PI Sto 94136.75 Pis Ste 13+9657
ft - 3'421072 0 - 34'58'571ILT1 es - 3'42'072 A - 28'46'492 iLT1 9s - 3'55'45.9' ft 425'314' A - 29'52'365'tRT) 61s 425'310 es - 1'48'34,4' ft 28'2r 254' A - W32496(RT)' es - r50'Of2 & - 012"(1 es - r5O'012
Ls 390.001 D - r53'545' Ls - 390.00E D - T 2r 308 Ls - 23400' Ls - 22800' D - 3.52'54.6 Ls ! 22800' 9s - 28'25.388 Ls - 195.00' D - 29'05'02.9• Ls - 231,001 D - r35'15.3` Ls - 23100E
LT + 260,06' L 1842.67' LT - 26046' L - 856.94' LT - 156D4' LT 15245' L - 769.66 LT - 15205` Ls - )95.00' LT - 1317r L - 514!9' LT - 154Dr L - 76856' LT � 154Dr
ST - 13OD5' T 95147" ST /3045' T - 4377r ST 78.03' ST 7604 T - 39379' ST - 7604' LT - 12802' ST 6656' T - 72376 ST - 77Dr T - 38574 ST 77Dr
R 3418.00' R - /706.00' R - 1.176.00' ST 70.92' R - 19700' R 3A0900'
SE - OD65 SE - 0.06 SE - 0.06 SE - OD75 SE - 0403
LONTED STATES OF AIWENCA
I
I
I
I o,
I
I L
L
LOCATION:
I m
I
i
o
�a SEE SHEETS 50 AND 51 FOR PROFILE -L- TIP No.: COUNTY:
SEE SHEET 69 FOR PROFILE -RPIB- GRAPHIC SCALE
SEE SHEET 71 AND 72 FOR PROFILE -RPIAB- DESIGNED BY:
a� SEE SHEET 73 FOR PROFILE -RPICD- L t 1�0
CHECKED BY: DATE:
a� SEE SHEET 75 FOR PROFILE -LPIB-
I

i
i
9' PROJECT REFERENCE NO. SHEET NO.
R_1015
i
03 \ W SHEET NO.
i \F
ROADWAY DESIGN S
ENGINEER
ENGINEER
i
—RPIA-
PI Sto 6+08.39 PIS Sta 8+53.82 Z'
y INCOMP LE ]E PLANS
_
• — DO NOT USE FOR //W ACQUISITION
O — l02°27' 39 0" lRT 1 8s — l7°28' 05.6" O
D = 17°28' 05.6 Ls = 200.00'
00 PRELIMINARY PLANS
L = 586.56 LT = 133.99 (� IDO NOT USE FOR CONSTRUCTION
T = 408.39' ST = 67.26'
R = 328.00' m
. . . . . . . . . . . . . . . . . . *
SE = 0.08 BM5 ELEVATION = 27. 83
i I I I 40748
16-2274
26 �LEFT
I I I UNITED STATES OF AMERICA
RR SPIKE IN 14 PINE DB 336 - PG 9
. . . . . . .
DB 336 - PG 72
I I I 7375.2 AC (DEED) .
I
l
I I I (3)
I I I N
O
Ln
I X Sta.= 108+00 TO 114+42 –L–
s= 0.003 FT/FT
Sta.= 102+71 TO 108+00 –L– — DA=0 0.56 AC
I
Sta.=0.003+75 T O 102+71 7 –L– n= 0 045 FT/FT
Q2= 0.91 CFS
V2= 0.68 FTiS
n– 0.045 DA– 0.46 AC d2=
DA= 0.59 AC Q2= 0.75 CFS Q0= 0.47
18 FS
I vlo = 1.0. CFS
Q2= 1.75 CFS V2= 0.65 FTiS _ 1
V2= 0.81 FT/S
I W d2= 0.60 FT d2 0 097 FT
I I I I Q10= 2.27 CFS Q10= 0.97 CFS d10= 0.52 FT
W vl o= 0.86 FT/S V10= 0.69 FTiS '�- W
d10= 0.66 FT d10= 0.48 FT W
0 F i t/1 F F _ '� F W - - - - F - - - - F - - - � F - - - - F - F F F F F F F F
F F
5: ui Lu Lu I I I W b O sot o — W
N lxo�'- W
VF
O N �� o
0 641 7 801 7F-L— N 79° 57' 36.8" W
I I I
/5, � ,� l5' 19' '� - 2GI ,� '� 191
I I I
N o oo N)
I I I w N N
c� ,� �,
I I I W o 60' 'F o `3' /0'PS low oo 50, � ,� �
.- - - - - - - - - - - - - - '� - - - - - - - - - - - - - - '� 25 751 -
J�1 TAPER ao4 o z
I I I / ANC° ,� O Hw _ - _ - - - - - - - - '- - - - - F - - - - - - - - F - - - - F - - - - F - - - F - - - -
(,� F F F F F % TYP°,- - - - - -,� - - - F — - - - - - - - - - - - -F - - F - - — F - - -
mr
V
"F
I I I a7M /
c)
o o'Ax
AN 14O
>o o to n
I I I UNITED STATES OF AMERICA
DB 336 - PG 9
o Do DB 336 - PG 72
X�
r ch 7375.2 AC (DEED)
r� �y
CID
c a
I
I I I ��
F
F
T
41
I
m
I "
Q
I �
i
I �
I
I
c\11 O`
I � i
0 c
N 3
SEE SHEET 5/ FOR PROFILE —L-
0
moo
o�
i
I

I
PROJECT REFERENCE NO. SHEET NO.
I �
Uz bc R_1015 __ _�_
I �
---
R/W SHEET NO.
\ ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
F es` .. \ Z INC®MP L]E ]E PLANS
I I I poW R rRAHSM/S S/off DO NOT USE 1FOFOR //W ACQUISITION
'0 ] RE'LIMIN ICY PLANS
EASEMENT F DO NOT USE FOI CONSTRUCTION
I � \
I �
cpe, .
rn Riw
I I I Lo
Lo
_ N
n-
n I
+ \
Sag 114+42.�A \
c+
I I I LM F CL B RIP RAP
O
I I I \ _ _ F - - - IU
I I I W 914 �F � F � F - - -- F _ 907 O
I I I - - - _" _ / O
I I I uj LA CL B RIP RAP _ F _ — — �� "?� 1 _ 60q W
Z I I I F F F \ ER LINERANCE=16e
uj
_ — W
Q I I I W _ _ F — — — — F — BEGIN SBG MG RD n '
�F MIN M
-- _ - _
_ 18" CSP -L- STA. 118+50 LT. � � •. � �/ F
W I I _ I L!J F — - — _ F - - - - F - - - - - O W/ELBOrS 37 1
— — — 908 � "'L. 904 74 INC.
O 3
co
O T YPo 0
ce I I I W 902 CL B RIP RAP o O C 1 2GI W
1
N 00 913 2G1 W
0
910 2GI 901 �F �? '� 903 °° �N 79°57` 36.8" W � +
. ............
2G1 '� 16:1 TAPER 00
19 —
I I I 15 �. _ n��.. 19
N
2GI 2GI
Lu ., ..
- _
I 3
cv GRAD 350 2GI
905 906
?ZY,� W
300 TAP*
_ _
F —F - -�F - - - - F
_ - - - -
or BE N SBG Al-::9 911
/,,,,, -L- STA. 118+50 RT. CL B RIP RAP F -- — — — — — - _ _ — —
I I F F F �— F F
- - - - - � -
1I I F F - - - -
- - -
I - -
R -
I I I / CL B RIP RAP F F F F - - - -
F
I I I
/Q
tp
� N
v
90
SM6 ELEVATION _ 26. 80 N
N 408423 E 2629667 X31
BL STATION 35+90 336 RIGHT
RR SPIKE IN 24 PINE
i
I L
I
I
PIS Sto 129+-56.09
es = r 28' 37.4"
Ls = 296.00'
LT = 197.34'
' m ST = 98.67"
I �
I 6"
0-
I �
L,
I �
I �
I i
N O
I ^^
�CL
0 f
� N 3
ro SEE SHEETS 51 AND 52 FOR PROFILE —L-
= 0
Qcr
ocr
I

i
PROJECT REFERENCE NO. SHEET NO.
-- R_1015
T RM/ SHEET NO.
+�s ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
UNITED STATES OF AMERICA ��
DB 336 - PG 9 t,�
DB 336 - PG 72 Q
PRELIMINARY PLANS
I DO NOT USE FOR CONSTRUCTION
I
I I I 7375.2 AC (DEED)
Pls Sto 129+36.09 PI Sto 137+14.92
6s = r 28' 37.4" A = l3°30' 48.2" (RT)
Ls = 296.00' D = 0.59' 52.8" R1015C
I LT = 197.34' L = 1,354.03' - Pi
o ST = 98.67' T = 680.17' - + 4 + �q _
=� R = 5,741.00" \.\ "
SE = 0.04 . \e
—L— STA 158+,31.09
\ \ \ BM7 ELEVATION = 22e75
+ \ \ \ N 468361 E 2628245
C EYl— STA l5+66.39
... \ �
R F F F F F \ \ BL STATION 49+60 173 BEET
I I I F F _ F - - - - - - - - - - - - - - - - - - - - - - - - F \ \ \ R� SPIKE IN TREE * „ * , , , , M , , , , , , , , , , , , , ,
_ F _ _ _ _ - - \ \ \ \ R
200' \ \ ,� \,� F - _ _ F
L F �e \ - - - _ F
- - F
BEGIN RIDGE LT.&
i� —L— ST \\ \ \ \ , \\ END BRIDGE LT.& RT
—L— STA
U-1
1 BEGIN APPROAC SLAB LT.& RT. \°. ° . \ \ \'\ \ \a, `_ ,•...
\ 1 —L— STA. END SBG \ \ �` BEG SBG AT END APPROACH SLAB LT.& Rr, r-..
I I I W I 1 APPROACH SLAB b7. ''. \ \ \ � APPROA SLAB LT. \ =L— STA. �
Z I I I � l � � � 74�1�NC. PE B-77 \ .... ..... \ \ 8.\
\ use TYPE -77 �F
I I
T 1�P. v v W
p ��` W
N I I W \ \ _ \
— I I o \ \ e •
W I I 1.1.1 v Z
0
N
O �� 10 4 g \ \ \ \ 15” a *w W
I
I I I
\ N W
I I I O J �� 2GI \, \TYPE B 7
TYPE M350 TYPE B-77 \' \ \
2GI PE M350
I I I
I I I N
.� T PER O
r' 16^ 0 1 \
i o � 15 2GI
I ( I O
�,
� -o N � � f 1010 1 PE 8-77
I I I 005 v v \ .�•�"
I I f
2GI-
— \ D SBG AT \ A �„ '. �e< TYPE B-77 TYPE A 1
I_ I 2 0 �F \ APPR CH SLAB RT. �� V 5„ •
\ �\ \
I ( L 1°1"'1' 1002 F N �'
V m APPROAC\H:,.S 'RT. / 3
� � \
rn
L W o POWER rRQNS \ I °� \ \ �p F+� \ Lij
I I I T O M�sS/ON I 3
MOM
I I I 1- EaSEMEN ,� I f C� \ \ 9�,
N T
r V > —wL
_ _ _ -
I _ -- - - - - - - - - - - - - - - F F �� F ��0 \�
F I F F F vv R ��,f CL B RIP RAP �� v`` •�
V
p 1 \
CL B RIP RAPT R R ,
1
\
'�' \
Cat
...... ,.
I
Tom,` a
I \
I
�
' COORDINATE WITH
I
BRIDGE DES1 N
I
\ NOTE: SPREAD ON BRIDGE =4.03 FT.
NO DECK DRAINS REQUIRED.
I �
I �
\
I �
I �
i
I �
I
I �
\`
N ° f� SEE SHEET 52 FOR PROFILE —L—
L
O fo
� N 3
� o f\\
O�
I

I
I
I
PROJECT REFERENCE NO. SHEET NO.
I �
I �
R_1015 11_
0 RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
A0* ENGINEER ENGINEER
2
"FgSF� INCOMP LE ]E PLANS
I
Ftir cp, DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
DO NOT USE ]FO CONSTRUCTION
Pl Sto 137+14.92 Pls Sto 144+87.46 woods
A = 13°30' 48.2"(RT) -6s — l°28' 37.4" a� w
D = 0.59' 520 Ls = 296.00'
L I I L = 1,354.03 LT = 197.34'
T = 68OJ7' ST = 98.67'
_
� R 5,741.00'
SE 0.04
I
Lo o
Ln
Lo
I I I
WOODS �\ �� WOODS
I •.
I
I I I I — ` � � •aNSM,
I
F F F F
I I I - - - - - - - -- - - - - - - - _ F JZvEL N
G PLR
_ _ R
I I I O �` '� HW -' F - - - - F _ ?�- _ F �� ; RESTRICTED
I I I r F Z_ �� DRIVE $ z o
F
F C� F R SEE X-55
AD n— R o R
FOR R �F W
I I I W _ - - F L _ F LATERAL 'V' DITCH W
W — _ — _ _ _ F CL B RIP RAP 1110 SEE DETAIL 'H' / F4SF�
cn I I I UNITED STATES DEPARTMENT F THE INTERIOR
\ — — _ F / � ® � CL B RIP RAP j (/�
Z I I I CROATAN NATIONAL OREST BEG. SBG AT—+ -- — F _ F F
Q I I I � 74` /NCo 7c -L- STA. 146h�4 LT.N \ N END SBG AT - - - - - - - - - - F - - - - F - - - - � � ' r F
� I I i TYPa \\ u -L- STA. 150+60 LT. 350 ` W
• — — _ _
� I I I W _k t R l0' R p 1113 — -- — W
W o N
I I yyvuua WOODS 2GI 15
I I I r 2GI WOODS
N O
O ~� N N N 0—w�a— 1114 a ?'O ` 0 Iii O
TAPER \ 1 �2
I I I 111
I I I C;�1. 103 l(�
/ , 1108 2GI `�GI ;5 2GI
� ` •
I 2GL 1106
2GI 18 18„ I `
I I w DS , 1104 2G1 *.�' CAT-1 WOODS `� ` Lu
W 1101 37 INC. �j 1115 r R l R l0' O \ Z
O N W \ z
TYPO \ V m END SBG AT
... ITA � � -L- STA. 150+60 RT. - - - - - - - - - - - - - - F - - - - F - - - - F - - - - oUNITEDEPARTMENT OF THE INTERIOR \ F F kO -3 F F FesW AN NATIONAL f OREST _ \__ — — — — — -- F F LATERAL 'V' DITCH F\ n F _ _ _ — — _ F 1107 CL B RIP __R SEE DETAIL 'H' v
I
_ �N _ _ _ _ F t.J
U F RESTRICT
— —
r _ F . \
e
I
F HW DRIVE
E
SEE X-56
-- F F FOR GRADE IZ'It
I F �
I / F.
I I I CL B \RIP RAP Tc Tc 1r
/
E � � � ��C OT GPS R1015
R
\ . . . . . . . . . . . .. . . . . . . . . . . . . .
VJ BMB ELEVATION - 24x02
l
+ N 409337 E 2627103
BL STATION 6450 195 RIGHT
Op
' ' * " . " " *
RR SPIKE IN TREE
. .............. a
I \I
I \I
I O
m
I _c
I _c
c \
I �
I �
I
L
LCD
E
E-----------
---
N O R E---------__
-0 -------------E ---------_--
E -
I N 3
SEE SHEETS 52 AND 53 FOR PROFILE -L
I �
Q O \ \ oo POWERLME EASEMENT
Oc 1
I

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
I
R-1015 12
03 RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I
7 INC®MP LE lE PLANS
O
DO NOT USE FOR //W ACQUISITION
c'w PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
I I I
I
I I I UNITED STATES DEPARTMENT OF THE INTERIOR
,
I I I CROATAN NATIONAL FOREST
BEGIN BRIDGE LT.& RT.
-L- STA
BEGIN APPROACH SLAB L T. ,Rt.
I I I
—L— STA
zo
t3TM
I I I W �> MIA _ — D R R CL..B RIP P
I I I W \ 'f'/ i CL B_RIP RAP / i F W Ln
_ \` \ / ° + + 1207 F F F + m W
z I I I N - - _ - F 9 F - - - F - - - - F - /- F° - -' - - - - F - - - - - - - - -- - -- - - - - - - F - - - F - - - - - - - - - -" - _ — _ N ( CL
F F F _
o i F - - - - - - - - - - - - \- -
— %— — — BEG. SBG AT a 3 /
— — — — — — — —L— STA. 166+40 LT. c�m I kAAPPq4
LTI
w I I I LL.I \ WOODS \ w WOODS I TY E B-7 �,.
I I I \ \ o WLB WOODS CAT-1 2 ��
co
I I N 110 N .
m ° 1206 2 1
I O
0
I i + /9' 1201 '� N 63°29'33.7„ 19' TAPER O
I I I •�� I 112' TYPE M350
I ( I o i 2GI 1 2
I
1203 TYP -77 --
I
I I I Q �■1 i FOODS WOODS �►
- 1204
00 2GI 1208
— — —
I —
I ( I W °� o 10,M N 2GI N 2GI TYPE 77 N
° ce \ 2 GRAD 350 `n0 (n
° 7c Tc Tr BEG. SBG AT Um V W
J = - - = - - — — — — - - - - - ZR . — I STA. 164+40 RT. � �� EN F F F F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 APPR B RT.
- - - - - - - - - - - - -- - - -
F F F CL B RIP RAPE �F F ` FCL B RIP P F -- - - - - - - - - - -FCL B RIP RAP F F F F F
R = R ,209 CL B RIP RAP /Q
I I I \ F4
S\
F \
F
6 M
L I
F \
I I I \ UNITED STATES DEPARTMENT OF THE INTERIOR
I
I I I \ CROATAN NATIONAL FOREST
I
I
I
I
F
I
I
I
I
I
I
I F
I
I
I C
I �
I N
I -c
I (n
I �
i
I �
I �
i
I Is l F
I �
I
I �
L
F \
N O \
I �CL
0f
0 fo _
- ----E ---------_ \ SEE SHEET 53 FOR PROFILE -L-
Qcr — ---- --- ______--- E---- F
L o0
cDcr —' E -------__—
I

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
R-1015 13
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I
2 INCOMP LE lE PLANS
�Q
DO NOT USE FOR //W ACQUISITION
I
CP PRELIMINARY PLANS
W
DO NOT USE RP® CONSTRUCTION
I I I I
I I I I
I I I
I
I
I I I O Lo O
I I I 1 PN- Z
o
I I I I
DAVID T. ROWE, et ux
o JAMES M. STALLINGS. et ux
DB 1382 - PG 165
I. .....,.I.
I I UNITED STATES DEPARTMENT OF THE I TERI R
CROATAN NATIONAL FOREST
-�
I I I N — � — = Z
Ln
s^ — o J n
I--- n JS
R R R I—
W
w
= Wab
+Z , 2W 0 o
O
WOODS
Ln
W ui
I I .°:.. o �� 0 0
uj
is 0
I I V)
K.
I .
i I I I
7 '\
-4P c
�— Q
W s
WOODS
W
I I I J UNIT D STATES DEPARTMENT OF THE INTERIOR Z
I I I CROATAN NAT40NAL FOREST � AYX � � �
""
...................
r
DAVID T. ROW�..et ux
JAMES MfSTALLINGS,et
V R R DB 1382 - PG 165 -
U
I I I . . .
I I I . . . . . . . . . . . .. . . . . . . . . . JS
\ M9 ELEVAT ON = 22004 J
N 10024 E X25602
BL ATIO 81 ,02 51 RIGHT
I I I I RR s KE I TREE o .
I I I o
y
I SPREAD ANALYSIS
W
I ( I N SPAN 1
o STA. 169+57 TO STA. 170+92 WBL & EBL
I ( I W/6 INCH DRAINS ON 12' CENTERS
AND BYPASS FLOW FROM SPANS 2&3
SPREAD= 3.3 FT.
I I I o
I •
SPANS 2 & 3
I ( I STA. 170+92 TO STA. 173+62 WBL & EBL
T' DA= 0.24 ac
\ 1=
C= 0.0.9
is
Q= 0.85 cfs
LONGITUDINAL SLOPE=0.003007 ft4t
CROSS SLOPE= 0.025 "
\ SHOULDER WIDTH= 10.0 FT.
c SPREAD= 6.8 FT.
✓f
I �
STA. 173+62 TO STA. 185+77 WBL
m & EBL W/6 INCH DECK DRAINS
in ON 12' CENTERS
DA= 0.01 ac
= 4.0
i L� Q= 0.038 cfs
LONGITUDINAL SLOPE=0.003 ftft SEE SHEETS 53 AND 54 FOR PROFILE -L-
CROSS SLOPE= 0.025 "
i SHOULDER WIDTH= 10.0 FT.
SPREAD= 2.1 FT.
0
I N i
—CL
o ro
ro
� N 3
0
Qcr
Ocr
I

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
I
T R-1015 14
T RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I
INC®MP LE lE PLANS
4
DO NOT USE FOR //w ACQUISITION
c'w PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
I I I
I
I
I
II I „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BM10 ELEVATION = 23.64
N 410618 E 2623647
BL STATION 101 19 198 LEFT
RR SPIKE IN TREE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m
END BRIDGE LT.& RT.
—L—
'
I I I UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST
I _ END APPROACH SLAB LT & RT. -ax Lo
D
-L- ST A.
~ R co R n R R I—
W
I L1..1 _ " W� W
_ _ -- -
1I I T W W - W 1414 F _ - - - F F - ; F - - - - LJJ
N I I I y BE . SBQF w 1404 CL B P P RAP CL B RIP RAP Tc O F r CL B RIP RAPF — — _ _ — — —
z I I I N APP ac ALB F O F F F F F F F - - F - - - F — _.F - - - - - - - - - - - - - - - - -tn
Q I I I - - - - s3- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L\_HlW - - - N3 WOODS �' N
I I I W Uo woods a �— m , cr
Lo
3 �50�u� �;
�� Lu
ui TYPE - 140 � 7c 7r 7c 3 7c O Lu
,^ � � W
V
2GI 2GI 2GI 2GI N
I
1415 �W_ 1413 r
N O
I I I 7c TYPE B-77 p TYPE M350 1406 2GI o . . Tc
G, 1405 N 6 29 X3.7 W 2GI 1408 Im 00
I I I 12, 16:1 T APER
I I I r 19' Tc * _ Tc 4r
r
Q
�/ �► / N
N 2GI Tc rGI
I 2GI .. 2GI 1410
I I I W TY �01 oDS LJJ Tc 1416 V o 140 Z �, ; m WOODS Z
TW— _ _ _ _ _ _ _ _ _ _ _ _F F - - - - F F — — Hw � �
I EGA�. SBG AT CL RIP RAP UNITED TATS DEPARTMENT F -THE INTERIOR CL B IP RAP F F F F * F CL B RIP RAP � —
I I I Z
APPROACH `SALE S DE MEN 0 E N ERIOR O F F ._ _ _ — - - - - - - - - - - - - - - - _
CRO NATIONAL FOREST R 1411 R F HW F F F F
I I I �/ R U
e H
� I I
I I I I
I
I
I
I
I
I
I
I
I C
01
I �
I �
I �
I �
I �
I �
I �
I �
L
I /
N °
L SEE SHEET 54 FOR PROFILE -L-
�CL
0 f
ro
� N 3
Q
Qcr
Ocr
I

i
cr PROJECT REFERENCE NO. SHEET NO.
9'
R-1015 15
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMP LE lE PLANS
O
DO NOT USE FOR //W ACQUISITI®N
�W
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Lo
I I I
0
I I I N N N
I I I
L
CL B RIP RAP R
CL B RIP RAP 1510 p I - - - -
l� — — —
I F
R _
F _
*F F - - -- � F - - - - - - - - - - - -
F F F F _ i 1512
- - - - - - - - - - - _
I I 1502 CL RIP RAP W F F _ _ - - - - - - - - - - _
H � F F F _ — F - - - F - - - - - - - - -�- - �- - - - - ! D W
— F - -
1I I W - - --�M� - - Fes— j1501 - - - N
uj
— i — \ 1.0
00 CL
uj
I Tc ODS 300 w„., � I I I 1511 LLJ �' 01510)9 2GI o
W
I I I 2GI 2GI N
I + 150 N*63. 29' 33.7” W 2G; ��
N
19 co _ 1506 4? /9• r
I I I _ _
— N
N ..........
I I I ~ 2GI -k Tc Tc ,
t/1
2GI N
_
I ( I 1504 Tc 150 2GI Tr Tc
W
I I I
W _ 1513
Z v
CL
w000Sk N 3 \\ a
J � � o
ca WOODS �'�k V
7C TC
Tc �r
W
F - - - F _- , - - - — — F - - - - F - - - - F - - - - - - - - - - - - - 3 15os
— - - - - - _
L CL B RIP RAP 1505 F Tc F F F - - - - - - - -.,� - - - - - =- - - -ar- - - - - - - - \ U
I I I U F F - - - -
\ 1514
- - - - - — - -
W R F F F - - - -
I— R F F F = — — F - - - �\.- - - - - - - - - - - - - -
_I CL B RIP RAP F F p F
CL B RIP RAP
I I I
x z x x x . x x z * z x z z z x z M x x * x x x * z z * r z M z M z x x
I I I
BM11 ELEVATION = 25° 52
I I I N 411782 E 2622247
BL STATION 118,01 215 RIGHT
i
OR SPIKE IN TREE
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST
� c
01
Lp
LI
Ln
L
0
—CL
o ro
SEE SHEETS 54 AND 55 FOR PROFILE —L—
� ro
0
Qcr
moo
ocr

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
R-1015 16
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
I I I
O INCOMP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
cp
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Lo
I I I
I
I
N N N
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST II
R o
I
R
CL B RIP RAP
R F F F F F _ — _ - - - - - - - - - - - - F - - - - - - - - F - - - - F - - - _ — _ _ _ _ F `�
F F F- -
I I - - - — - - - - - - - - -
F f F
-` F f
F _�
j N
Lo F
- - - - - - —
I I - - - - - - - - - - - - - - - - / /�
1608
400
m
I I W
v LJJ
D � � N 3 W
D
z i I � � ,� � v 100' PAVED � � u
— SHDR TAPER I I Q N
�, i I i vv � �� ;�
I o , ,
/ v 300' TAPER o
— I I I W + �...
w I I I W _ 1 1 r/; U \ i o °� 1607 W
W ODS o 2GI-TYPE A 60 �� 2GI-TYPE A 1J�10 /i O W
I I I �`
Lo ro '— N
0
woods > / / / WOODS _
j
s
s J
V
ce
Lo
00 /
N r 1602 7c Tr // 1611
I ,� N 63 29 33.7 W -- _ isa raPER iz, 1 0 18„ Fs �O
- - . ���
N 19` 2GI 2GI- PE D / / 2GI 5 2GI (�
> / / / 19
TYPE M350 N
i Q
mm* ce
cc
r ,
I I I 7 W 2GI-TYPE B 2GI- A / , o
PE
W
I
I ( I 1603 Tc 1612 // f Lu
30C�' �APER TYPIA 606
II I J woods O v Z
I I I �; 3 %/ ,; �� J
� m '!, _ : 0 100 PAVED
I I I oo 3 ���ev 00 3 =)� ' + TAPER v
SHD
U
F F F F _ _ _" _ _ _ � 1613
F _ /
_ _ — _ _
I ( I CL B RIP RAP 1604 F - - — _ / �� - - - - - - - - - - - - - - - - -�- - - - - � � — - - - - - - - - -
R
i/
F F - -
I ( I I CL B RIP RAP = /.
� R
.............. ...........................................
I
I
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST
I
I
c-
m
I �
I �
I �
L I
� SEE SHEET 55 FOR PROFILE -L-
I
I �
I �
L
I /
O
CL
0 f
ro
� N 3
I �
Q
Qcr
Ocr
I

I
I
I
I
I
I
I
I j "
I
I
I
I
r
I
I
r� PROJECT REFERENCE NO. SHEET NO.
REVISIONS - --
�4rcH
F F l e LIFE
c\D F - r. F . . . .,•• ,� F ,,, STA.. 4 _Y�_ 8c RW DESIGN SHEET NO.
-L- -Y3RPB- -Y3gET- F� Y3RPA- POT Sto.T/+�0,- �, Jr„}p�� �E -Y3DE-r ROAENGI I HYDRAULICS
/ -Y3RPB- POT Sta.20+4028 E SHEET ENGINEER ENGINEER
PIS Sto 236+0235 Pl Sto 256+3326 PIS Sto I+32.3 P1 Sto 5+48.74 Pis Sto 9+52.74 Pis Sto 12+45.6 PI Sto I6+0030 Pl Sto 46+8473 PI Sto $8+2221 Fi / -Y - to. +9 BG SBG AT /I 43
es = 2 30 533' = 49'58'05.0'(RTJ 9s = 3'50'34B' A = 26'44'04.6'tLT1 9s = 3'50'34B' Os = Ir 38'Olt' A = 50'00'00.'tRT 1 6 = 8 3r 108'fRT1 p = 1sT O'09 TJ F / 32, STA.1 00-Y3RPB m
Ls = 360.0' D = r 23 49S Ls = 198.0' D = Jr 52'54.e Ls = 198.0' Ls = 240.0' D = 9'4r 4/A' D - 3'29'371 D ; '29 r / T y� INCOMPLETE NOT USE OMP LETE PLANS
;' T
I LT = 240.2' r= 35765r LT m 132.3' L = 6887r LT = 132.3' LT = 16035' L = 51574' L - 243.86' L = r l:
o ----�' �^ PRELIMINARY PLANS
I ST = 120.2' 1.9/0.94' ST - 66.3' - 350.74' ST - 66.3' ST = 8032' T = 27559' T = 122!6' T = 5.52' F/ �...----" � o � PAR CONSTRUCTION
I R = 4.10/.0' R = 1,476.0' R = 59/.0' R - /,640.0' = 1,640.0/ w o
SE = 0.5 SE = 0,06 SE 0.75 SE = 0.4 ( E = 0
RUNOFF = 360' RUNOFF = 198' RUNOFF = 240' RUNOFF =.84' RUN Pf = 84' '
R10 15AB-EY2- p t ' -YDET- PC Sto.45+6258
W i
v F/ "" -
I Pl Sto 19+9/.0 °..�
A- I1*34'16.4fLTJ �.
SR 1756
D - 0'59 6'52
a>
L = 1.15952 c9
T - 58174' LAKE RD. _ / !/ / a a SRr r -Y3RPa-
v �- - � L'
R - 5741.46' 6550 v:� `v / "� "� ,ll RN Pq Pis Sto 7+7730
T r-- aF es = 2'54'409
END DEG AT J o R Ls 200.0'
9500 STA.47 $-Y3- h �y
v CL B RIP RAP L = 13335'
T = 66.68'
I v zcl �
1n
O 5 E - RPA
ND SBG A - -
-EY2- PC Sta.14+0926 WA WA /� \ / 47+bs BGN.SBG AT
' ST +OB Y3
2G TYPE A 10 G
2100 1 600 �x�/./ O n, 17. L 8 RIP,RAP G",TO
BY-PASS BY-PASS o/ ti
IWA WA / \`\ \\ / / O/ CL B RIP RAP\ O'�F
15 18800
WA
22900 709 v b`
3500 8100
I
6550 _ o n
x�. °O EN ,
D SBG AT I 1
I STA.71+14-Y3RPB-
17400 II � /.
I 2015 ADT `rJ NOTE: SPREAD ON BRIDGE RT.=1.96 FT. i
-- / 71 ez1z NO BECK DRAINS REQUIRED;
I
SR 1756 �
2035 ADT
LAKE RD. °a / ez - BEGIN APPROACH SLAB
BZ
T
,n � �W
BZ 1 ,rJfi..m^„^;.. Mtn' L Rte..RAP (/ /(/ �.
BZ 2 / BEGIN / l l
js n+ v r J NO�E: PR N RID E �T.=1.96 FT.
v csP were '� N K DRAINS REQUIRED.
o
s .. � �,, \ 721 o lV�t�
JS
zB 4v �� z � � Z
zed BEC sec Ar 8:1 TAPER y & h
1 ✓`P\\ PPROACHSLA6 RT. TYP
S \ / Z8 Ifc.... ,f is `'^$ \\ SINGLE F7E /
\ i Z8 d CONC BARRIER /
I Z \ c>;E. S.,'' D BEG.SBG AT /*- HW"`.
GS X57.01 . APPROACH SLAB LT.�y/ \ -F --' F F F,.,- W
a� v v F F - F cj)
'av FF F 0vT� 00
12 «.. t-
� _ ,r
k / ` �v ,,, 1.f��'� , �.f • "k � 'f 4c f � i°� � /I 3 B
2GI 10t 1741 2GI
17 TENU zc
7> W
AT
f-TYPE
CL B/ffIP RAP \\ ., \ 1 ney q�daA
M s P LLt
v 173
WEYERHAEUSER COMPANY R 3 e a" z �- _ -- HW
I - DB 1048 -PG Ip4 _ -
C) T i Oq w, BA e\ ? ?3 / g M- 174 CL B RIP RAP Q
�\ 7 + k Gkk >, \ k CL 8 RIP RAP T ,4 O
CJ I t) F \\ Y \ 749 END B ZA e 961
' _ CL e RIP RAP
,,... ,w ,„ .._. ._..�\BZ 2 re?
i APkPROACH SLAB J J k T ?
I R10 15AB-EY2- STA 22+ ................ j/ .�-a _ r :BZ, �_gam___ h
I -L- STA 227157.2 ". � � / � � i<R � � \\ -�"� � w<B 173 cnT_1 -"�' ND 'p ` ,z.
I/ �� ,�
'f is is Hi.,, .� END•SBG'kAT 9'p 28 \\
I \
END APPROACH SL, /
- - F =5.0 FT.
STA.240+10
/ z ,
t _ BRt GE zo
pp & �/ O ! 8.1 TAPER +g •.,,,, ?ss
fNCy�E: PREALD IN
-Y3RPB- ST Sto.O i 4 NO,, pECOI� DRA S,RFRQUIREfl. * _� i y N »e,\ a , l TYP �zs ..
\ / END SBG AT \.. W
B RIP RAP
' CL RIP RAd 770 r ",.�" �s / 773 \ f // / APPROACH SLAB LT. t?8 A N Z
78
• ^'u.; ` 8M12 I,LEVPT ION 28.81
E 252031 / ZZ8
,, _
,k.
I _
J
R1 @15 B-e 2 $TFiT IFSN 5' 89 CELT I \ is ie cn 'k le is le �k \ /
R 9R e ti tREe
H
Au
° , 8;lt P IT • o �/ , �, 63 3TW 41
v�Y v
�
� A52+32-%
+576 _ I
NS A
+ +WEYERF#EUSER ACOMPA srA.z3se
BEG SBG AT
' PPROACH SLAB LT. v v r \ \ v v Y
,, 174 Nv 'k k is is � is is •k �\� 4c & 4c �aL 1
eeB M35o
r
N
A P OACH s B Lr' i _ � - POT Ste./7+33.925 / / o, A��� r a;+
pp
a N N 1 O
b g �► 2GI r a Y3RP - --w
S o.25 X55.7� / h > \\ I y
� ,-- - - t . + \ � / 9 '' \ gJ c \ I \ � / Mtn
r
172 /
s .se+as-Y3
7 ----- y
M----'"--'-'----- - � •.
I `,• � +. \i ,k i< ,k is .k 4 _ 0 117$ / I
.R,, . .r V / \ •� \,,,,,,, ,,� BEG.SBG \ �`
_ ,,,,,,,,, c. •,r.. o STA.$6+8$AY3- ,_-._ ,. i J l
.'' �'," A'1 ` i CL B RIP RAP✓e, r k T g rt w 4 T i / yq / T
CL)B RIP RAP
\i R - \
�\ V i / i i \, ,,... ., s ,.,,
NOTE:SPREAD ON IDGE=5.0 FT. \\ \ ---_ - '/-\ �.- '� � � � // ( \_ /� �, �\ \ ✓ �,' .._„�}.•.zs '.-=1'' / � JT
°'ry" - o i N CK D INS REQUIRED. * \
.^--,� ' BE.SBG AT / w
SLAB RT. // � \ .,0�p RT. '/' � \\\\ � l l \ \ ...•- � I �
M /
Iw / F \ i TURN ze
O 1 7 70 l
f� is If "
TT �L B RIP RAP
Ln ee - + k
s END sec. r
� \,, 1
A PROACN 5 B RT. F
kA f) HEY AEUSER COMPANY ..CL B RIP RAP
1048 PIG 04 r
ff�
APPROACH T o 731
n F
J o
�N
tP Dy is i< T! i / j A.24,§30-Y3RPLk O ew. \\\ 'INC)
° w I TYP.
I R1015 -EY2- 25+6818 +,
STA 3+273Y 'E P? Sta. v� -Y
Y2 Y
- Pls Sto 5+8057 Pl Sto 10+23.5 �
9s = 5'02'38 A = Jr 08'12.4'iRT1
I _.......... ,. Ls = 23/.(.00' D = 4'22'01.4' / / /
42 LT = /5406' L = 71299' �� ? / ti Q
l PI Sto 2/+8/52 Pis Sto/9+355/ Pis Sto/2+336/
5to• � Sr = 77 T = 36554 ?q 0 / A - 2rOr 027'(RT) 6s = 8.5r 59.r 6s = 3'S0'34B E/ /
Y2 SE D.7 C B RIP RAP 77 a E 0 / D m 6'43'01.1' Ls = 264.0' Ls - 198.0'
/ �( R = l3/2QO NVZOa WEYERHAEUSER COMPANY /
° /
_ t DB W48 PG /
s RtOi5� RUNOFF = 23r �� � / L = 15823 LT = 17622' LT = 132.3' /
„ „ � ,, T 15823' ST = 8820' ST =
m
\% STA.6 TcN l % 9'%/� 1 1` / E ooe° - `
i \ N / LOCATION:
7 00 ���F / a oo /11 60RUNOFF = 269'
SFF y3, / °?
SNEF �� ,, r / SEE SHEETS 55 AND 56 FOR PROFILE -L-
\ s T 44 STq'�lgpC /'' x / SEE SHEETS 76 AND 77 FOR PROFILE -Y3- TIP NO.: COUNTY:
Qa 61 ti SEE SHEETS 78 FOR PROFILE -Y3RPA-
o XZo SEE SHEETS 79 FOR PROFILE -Y3RPB- GRAPHIC SCALE DESIGNED ev:
sFP y3 '� SEE SHEETS 80 FOR PROFILE -Y3RPC- -5 0 1
�0 �0 0 N� ShF�cFT\ SEE SHEETS 81 FOR PROFILE -Y3RPD- CHECKED BY: DATE:
SEE SHEETS 82 AND 83 FOR PROFILE -Y3DET- PLANS
I j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
R-1015 18
m -L- W SHEET NO.
ROADWAY DESIGN HYDRAULICS
Pls t0 + PI Sto 256+33.26 —Y3RPA— ENGINEER ENGINEER
es = 2.30' 53.3" A = 49.58' 05.0" l RT J
Ls = 360.00' D = r 23' 49.6° Pls Sto 7+77.30 PI Sto 6+37.36 Pls Sto 4+97.39 Pls Sto 0+66.67
I 02' L _ 5,576.51' es = 2.54' 40.9" 0 = 4•l6' 02.1" (RT J es = 2.54' 40.9" es = 1.22' 52.6"
I I I I LT = 240. ^/ INC®NI][�]L]E lE PLANS
T 1,910.94'
Ls = 200.00' D = 2.54' 40.9" Ls = 200.00' Ls = 200.00' '9Q ISO NOT USE FOR w ACQUISITION
ST = 120.02
R = 4,101.00' LT = 133.35' L = 146.57' LT = 13335' LT = 133.34' 8� PRELIMINARY ]�I.A�NS
SE = 0.05 ST = 66.68' T = 73.32' ST = 66.68' ST = 66.67' DO NOT USE FO CONSTRUCTION
i
RUNOFF = 360' R = 1,968.00'
o SE = 0.05
Q) �- RUNOFF = 200'
I
I I I
o' o
� o
110 Q)
I I I M N p
oo Ln
I I I V p SOD N un
I I I N
� o
I '
.
O
Ian...
UNITED STATES' EPARTM T OF THE INTERIOR
I I I V) WEYERHAEUSER COMPANY CROA N,�NAT10 L SOREST
L _ I I DB 1048 - PG 1014 r
'-1
cC Q-
ct
OD
j1 1 is
12, E WOODS N
V1 R a�aa . „ ..,. AVEL �bRl'l
R
I I I O - .-- / '6HLRS 1
I I I _ ' �_ _
BEST — —
R/CTE D s
_F y ��0� 1804 D \ FAR X //5 �R/VE
I I I r17 ,� 75 F GRADE
I I I - - - - - - - - - --
N - - F F F F F - - - - - - - - - - - - - - _ --�L B RIP RAP \
CIO F
Cj - - - -
F,^ DO
n'1 � N + T YP. _ _ F s o
o 300 TAPER .� . _ F / ��y� C B 'I P RAPS n °Q
- - "' ' w° N N 0 0 0 0 0 125 ` _ Jr s 973
/ - - - - - - _ —
- -- — _ - E BEG. G
T- STA,, +05 Z OOD
p PBo —
0.- - _ —
N _ —
> 7972
. �
� I I 1805 _�... �. ..... t , ,
r,�,
r
i I I I WOODS Iv 2GI woo
"� ►v 1801 2GI
r" 1803 ,
-i -
2GI I c
I I I I
I I I - - - - - - '}>
Z► _� F 1806 LL B RIP RAPE WGODS F -
I I I , _ - - — -- — �y O
- - - - - - F F - P - N
I V •
I I I —
I, CL B RIP RAP 00_,.....,., N
i i
• WOODS
Ln
I I I I
FWO _ — •
15.00" ' No ' 15.00'
� Ds z W
I / Srq r , .
CROq UePAR r T-T URNAR UlS'� ►
L i i iii / i
H Nq MENr
i
.. Nr ..
FS r £RHO ► ►► �
/
// o /
.. ........
D
cp
L
/ \\ /
p� �� J� / `` BM14 ELEVATION = 26088
� \ /
loo, / \ N 415266 E 2618079
? / / O BL STATION 176.84 311 RIGHT
OR SPIKE IN TREE
03 `'
T `� g // \
-Y3RPD-
FRANK A. MARMAROSE, et ux
I
`!'t� ,' Pls Sto 12+33.6/ Pl Sto 7+0/.0/ Pls Sto 1+14.45 DB 1037 - P
G 889
es = 3.50' 34BO 0 = 37.38' 15.6" ALT J es = r 2-5- 54.7a
Ls = 198.00' D = 3°52' 54.6" es = 3°50' 37.2"
T LT = 132.03' L = 969.59' Ls = 198.00'
o �, / ST = 66.03' T = 503.0/' LT = 114.45'
h so s R =-1,476.00' ST 83.68f SEE SHEETS 56 AND 57 FOR PROFILE -L-
/ / SE - 0.06
N 3
x RUNOFF = 198'
o ........
Q
°�
...........
77777--

I
I
E PROJECT REFERENCE NO. SHEET NO.
E
E E R_1015 -9-
03 RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I
I I I ,fir ��f 1f7f 1[� 7L� PLANS
I N POWERLINE EASEMENT INCOMP LE �E P LAWNS
L ADO NOT USE FOR //W ACQUISITION
AI) 83 PRELIMINARY PLANS
DO NOT USE FO CONSTRUCTION
E
1I I E E
I I I E
I I I
I I I I
I I I I
LO
UNITED STATES DEPARTMENT OF THE INTERIOR
I I L CROATAN NATIONAL FOREST
R
I
1
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST ,
GRADE TO DRAIN
le'R
-
pp F ' �— CL B RIP RAP — R —� (N
'1R L B RIP RAP 1911 F _ — F - - - - F -- - - - - - -� - - F� F F F
I I L F F _ _ - - - - - — -- - - - - - - - - - - F - - - F
- -- - - - -- - - _ - - - _ _ _ — F F F--
I I CL _ — -- -- F F __ -- —1.�, �n m 1908
— _` _ _ _ _ _ F F F / --- W
Uj
LO
1910 Z
Z I I I 3 19oa
\ + \ 2G,, +
O J \
c„ I I
f r 2GI WOODS OODS \ IF
I I a\
�,,�,,,,,, -.r
i
V o
Ln
o cn N Ia2
I I .
V)
I -I_ (n n? A 2 I /5 rv_
I_ w� G
—i
L. I I 1901
1 ...
" —
/6 / T APF Q� 190 2GI e64,
I I I
s _ +
I L 2GI
I I ,
v r� 25� TYPE M350., N
L I w ro !F (N
n N__ OWN* Ln
N.
�1 JS TWIT 2GI-TYPE A ............
R3
tv R3
I I I 0 1902 w�e� \ 7 /NCe o 1906
GI WOODS 1 TYP> o 300' TAPER o
1908 rF o ODS W
3 - - -- - - -
I ( I GRAY 18" CSp -- - - - - F - - - - - - - - - - — F - - - _ _ - - - _ -
rn
aao 000o F F F F
- - -- - - _ ° _ . -- - ° F -- - — - - - - - - - - - - - _ _ —
I I I ._ —. eeooeooeor�eo o� 0000 � _ _
oeor�
oe©oaoo o
� I I I F ,� oeo oe� o000 ., F
oaao _ _ — --
( CL B RIP R�P ,�� iana G�0 - '• F F
F '' F
R
I O
R
G. SBG AT
rn STA. 68 39 _�- RT. TOE PROTECTION _
f I RAP
I I
rn c�ASS B RIP
160 TONS)
( z
I I SEE DETAIL .
V)
1 CID y
Wei f�j O
I I I ZD O y.
I I I I c7 c
W 00 UNITED STATES DEPARTMENT OF THE INTERIOR
• W CROATAN NATIONAL FOREST
N
I I I O O
I O
O II
Y3RPD— —L—
O Pls Sto 1+14.45 P1 Sto 256+33.26 PIS Sto 274+18.85
I
DETAIL ? es = r 23' 54.7' 0 = 49°58' R
05.0" l T 1 es = 2°30' 53.3"
° TOE PROTECTION es = 3 50' 37Z D = l°23 49.6 Ls = 360.00
(Not to sale) Ls = 198.00' L = 3,576.51' LT = 240.02'
LT = 114.45' T = 1,910.94' ST = 120.02'
3s0Qe ST = 83.68' R = 4,101.00'
QNatural —
Ground b SE 0.05
_ —mod RUNOFF = 360'
L
I �
b=5 Ft. Geotextile
� Type of Liner= Class BRip-Rap
L FROM STA. 270+00 TO STA.273+15 -L- RT.
I /
O
�CL
SEE SHEET 57 FOR PROFILE —L—
I
0 f
� N 3
I �
I � �
Q
Qcr
Ocr
I

i
CT PROJECT REFERENCE NO. SHEET NO.
T R-1015 20
T _ ___---- W SHEET NO.
SPREAD ANALYSIS E ROADWAY DESIGN HYDRAULICS
------ -----'•E ENGINEER ENGINEER
I I FROM STA. 282+90 TO 287+75 WBL & EBL ______-E-----'- -�-
I I I ON OUTSIDE LANES ONLY W/6 INCH
I E
I DECK DRAINS ON 12 FT. CENTERS ------ -"�-
_ D�,__r-__---_E INCO P L]E ]E PLANS
1= 4 iNhr A' DO NOT USE FOR %w ACQUISITION
i 'v
I _ ------ --E Q= 0.038 cfs PRELIMINARY PLANS
—E LONGITUDINAL SLOPE= 0.003813 ft/ft D® NOT USE I+® CONSTRUCTION
I I I CROSS SLOPE= 0.025 ft/ft
I I I SHOULDER WIDTH= 10 FT.
I I SPREAD= 2.0 FT.
i
FROM STA. 287+75 TO 290+00 WBL & EBL
DA= 0.196 ac
I I I I= 4 irvhr
I I I C= 0.9
Q= 0.707 cfs
I I I LONGITUDINAL SLOPE= 0.003813 ft4t
CROSS SLOPE= 0.025 ft4t
I I I SHOULDER WIDTH= 10 FT.
I I I
SPREAD= 6.1 FT.
I I I L0 FROM STA. 290+00 TO 292+35 WBL & EBL Q Lr)
I I I ON OUTSIDE LANES ONLY W/6 INCH O) 0')
I I I N DECK DRAINS ON 12 FT. CENTERS N N
I I I DA= 0.01 ac
I I I I= 4 inihr
I I I
C= 0.9
I I I Q= 0.038 cfs o
LONGITUDINAL SLOPE= 0.003813 ft/ft
I I I CROSS SLOPE= 0.025 ft/'ft
I I I SHOULDER WIDTH= 10 FT.
I I I SPREAD= 2.0 FT. UNITED STATES DEPARTMENT OF THE INTERIOR
o CROATAN NATIONAL FOREST
END AP . ROACH SLAB LT.& RT.
BEGIN APPROACH SLAB T RT — —
_ _
END B IDGE LT.& RT.
BEGIN BRIDGE T RT
—L— o �
o ' r
N
F
~ z R R ! R
W
W w W - /
o Lu
cn I I I END SBG AT c0 ►F p I / \ BEG'SB6 AT
Z i' L L ARrP. SLAB WOODS + 1F \ APP. SLAB "" - CL B RIP RAP � 2
O I I i IF \ W ODS 2012 STA. i�5�+610 -L� LT.
> I I I W 200 aF -�00 �` o ►� ►F k� ±� Am -- v — — - - - - W
1E ;k' \V "(:0 2G1 2010 :z RA 350 p W
a! I I I -TYPE A PE B- _
— 15 N
> � ►� � o ►� � 2
L I I i N FE "" > 2 011 N C)
^ !� cJ I\�
0
IE I\N
W` <- TYPE -A7 50 `n
2G \ e FS FS
00 00 F \% IL , 2G
N TYPE B- \ 1E o
Ik-
__ —_...____--- --� 2009 6�1 T APER
CN
CL �' \ „ \ N
Q
I I I �
i
N 2GI K_ '2G1 15"=
►F
I I 1 W 3 001 E B-7 k l� o 77 I 20 AT-1 W
- - - -
WOODS
►�
ys ►� woos F — — — F
Lu
j j vS ►� "�" \ �v END SBG AT
— - - - a
\ s 200 STA

i
I
I
CT PROJECT REFERENCE NO. SHEET NO.
I �
R_1015 21_
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
i
ENGINEER ENGINEER
I I I I
NAD 83
INCOMP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
I i i �5
PRELIMINARY PLANS
DO NOT USE ]FO CONSTRUCTION
SN
I
Ct.-........
\ --- --- UNITED STATES DEPARTMENT OF THE INTERIOR
— AI CROATAN NATIONAL FOREST
I
Q)
I
BM 15 ELEVATION = 27008 \ �A � \ �"
N 418342 E 2616967
BL STATION 210, 11 251 LEFT A
RR SPIKE IN TREE VA 213
\
BEGIN APPROACH SLAB
CL RIP RAP
-Y4- STA. \ \ V LE FACE w
UNITED STATES DEPARTMENT OF THE INTERIOR \ \ C?2 ,11 BARRIER \
I I I O CROATAN NATIONAL FOREST BEGIN BRIDGE 2 :11 SEE RDY STD
CN V A� \\ GI �� DWGS 857.01 \ R 1015 A B -"
—Y4— STA. A 2G A - 1 P . � � + I I �, _�
N
I I I H \ V A A
+29.0
N
R R v3 R R
a
N I I I Z
V A " ✓ W
W
`" 116
HW
- - - - -- -
I I I - - - - - - - - - - - - - - - - - - - - - - - - - - / V A END SBG AT , V /\ ~°END G AT - -- --
- - - - ---
- - - - - - - - - - - - \ APP. SLAB \ APP. LAB - - - - - �� W
1I I N o W
Ce
CD
0
O
I I 1 /9� 2101 \ Al
",BK TY B-77 2105 2106
TT UATOR
2 14 12GI
I I I ATTEATO2G1
2G.2GI N 250 250 �.
CID
I I I W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE TO DRAT ,\
N IF
- - - - - F F F F F F F F � �l
z F 2102 2 04 \ \ — F
— 1.
- - - - - - —
;' Z
CL B RIP RAP C C C — - # _ s9
CL B RIP P \ / C F F F F,,,,.,� _,,..�. •,_• .;.. , . — — —
I_ J \ EG. SBG AT BEG. SBG AT CL,,43,-"RIP„"RAP” ,- � � F � e�..,,.,.
L a \ \ APP. SLAB APP. SLAB , 2""U7 / '� °�L°B RIP RAP J
X: IFY
a
I I I R R v R � R /�
�-
V \ \ _
i I L NOTE: SPREAD ON BRIDGE = 3.63 FT. \
I I I NO DECK DRAINS REQUIRED. \ \ o- \
o� \
.
\
END BRIDGE
SWALE CA
UNITED STATES DEPARTMENT OF THE INTERIOR
I I CROATAN NATIONAL FOREST SEE DETAIL 'B' \ \ O` \ —Y4— STA.
all \
v v N„ END APPROACH SLAB
I V A 2 0 —Y4— STA.
I I I DETAIL ? \\ \
\ CL B RIP RAP
I I I FALSE SUMP �\ \\ \\ Q \ Gp \ 71 9 15" Cs? 5 \ /
Not to Scale) OW
I I I —L— POT STA.302+4/.24 = \ \ \ W/E�e UNITED STATES DEPARTMENT OF THE INTERIOR
I I I Median Ditch \ I GI \ CROATAN NATIONAL FOREST
9" —� 2 —Y4— POT STA.4/+7/.82 \\ \\\ O 2108 \ \
I \
I (See Chart Below) 0' GI \ \ \ \ I
S=Ditch Slope CL Proposed Ditch
i
Ditch Grade L Ditch Grade L
0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
Over 2.0% To 4.0% 30' Over 6.0% 50' \
I 0
FROM -L- STA. 300+05 TO STA. 300+45 A-
\ /%t v
vt /
DETAIL B
C LATERAL GRASS SWALE
Q ( Not to Scale)
b
i
L Natural FILL
Ground 3•� D 31 1' SLOPE
Min. D= 1.5 Ft.
I•.,B.I B= 2 Ft.
b= 5 Ft.
o FROM STA. TO STA. - / SEE SHEET 58 FOR PROFILE —L—
SEE SHEET 83 FOR PROFILE —Y4—
c�
ro
Q
<cr
ocr

I
CT PROJECT REFERENCE NO. SHEET NO.
I �
I
R-1015 22
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD 83
INC®NIP]L]E lE PLANS
DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
DO NOT USE ]FO CONSTRUCTION
Ln I I I
I
I
I I I N
I I I
I I I UNITED STATES DEPARTMENT OF THE INTERIOR
I I I CROATAN NATIONAL FOREST
LI
I
I
,
N 1 CN
H
W R R ri. R R R R �— R R W
_.
W W a , W W W W W uU
N i i i =
n.
t/� . .
I I I W
...............Z I I I �� �, � � � �/ N
' I I 0 I I I
I I I t/1
-- - - - - - - - - - - - - - - -
s W
- - - - - - - - - - - - - - - - - - - - - - - - _ - -WOMB- - - - - W
0 V)_ - - - - - - - - - - - - - - - - - -
I
O _ O
P I �? ~ - — - RIDING //
0 _
N
01 . . . , (220)
M
I_ I
Q
iv �.y `� 0�� > v
— — — W
L I L Uj /
I I I s ° - - - - - - - - - - - - - - - -
�o _
/ItE - - - - - - - LLI
_ - - - - -- - - - - - - - - - - - - - - F GRAVEL S F F F 22o F
CL B R
IP RA
WOODS
1 -
LATERAL GRASS SWALE
I L R
RESTRICTED DETAIL '13' . . R R
F- W V
...."
I/I
" .
I I I UNITED STATES DEPARTMENT OF THE INTERIOR
I I I
I I CROATAN NATIONAL FOREST
IP
I
I
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I I I UNITED STATES DEPARTMENT OF THE INTERIOR BM z 6 vAT z oN = 27 e 52
CROATAN NATIONAL FOREST N42 E 2617111
I I I DETAIL B STATION 232�48 226 RIGHT
I I I LATERAL GRASS SWALE RR SPIKE IN TREE
(Not to Scale)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
b
I
Natural .----
Ground 0.7 D 31 I"/Ft. Fill
Slope
B I Min. D= 1.5 Ft.
�"""
B= 4 Ft.
b= 5 Ft.
C-
m FROM STA. 309+45 TO STA. 314+50 —L— RT
I Cv
I
00 9\6 S
Q
I i
I
L
LCD
I �
I
L
I /
O
CL SEE SHEETS 58 AND 59 FOR PROFILE —L—
I
0 f
� N 3
I �
O @
Q
Qcr
Olz
I

,
CT PROJECT REFERENCE NO. SHEET NO.
T R-1015 23
T RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
,
ENGINEER ENGINEER
,
,
INC®MP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
,
NAB 83 PRELIMINARY PLANS
,
DO NOT USE FOR CONSTRUCTION
,
PIS Sto 338+17.02
6s = T 08' 39.4"
Ls = 360.00'
LT = 240.04'
ST = 120.03'
,
,
,
UNITED STATES DEPARTMENT OF THE INTERIOR
Ln O CROATAN NATIONAL FOREST L0
,
,
,
,
,
,
,
UNITED STATES DEPARTMENT OF THE INTERIOR ,
CROATAN NATIONAL FOREST
CV
CN
N R R R � R R R
N—
I— 1 m ►�
✓ � . w
_...........
W .,, .,, l H� 1 N �. Hw ►F /
W i / 1 CL B RIP RAP
_ T
- - — — G�-" CL B RIP RA
- - — - - - -� — - - - � �
--4Lrr- -> - - - - - - - - - - - - -- - -- t'i 1 ,o��s2'L 230 — _ - -69 �N e _ / IF/
C 5
— —
--- — �!
— - - - - - - - - - - - - - - - _ _ _ - - - - - - - , , I W
- - - - - o 1 TYPO
LU
W
e � Vb n / d
0 7d o / N o N
LO
Q 2301 2GI . �, 20 30 �,
2GI 2GI
GI,,,, _
15' „ 2GI
T
r'
CV ,
ke-
AV
M NI I •
wee— — ��
k-
-
N Ile-
................ w
A P
r” , - �O
O v I
0
- - - - I .�. - - - - - - - - - -- - -- - -- , / o _.z.......
'� W
k-
— �..- - - m— ._._. _ � � �. I — ._ _ _ - - - - - - - -
CLUB RIP RAP --
Lu - – - - - — �-
- - - —
Z
,F - - / o
mr
wt �/ AN U
-
U
LATERAL. GRASS;SWALE o
- SEE DETAIL 'B' 0 ,
- - , - EDWARD J. CIESZKO (ESTATE)
> w DB 1704 PG 242
> -
y
__ DB 1605 - PG 238
.......... ...
.................a,..
0
W
LN
LTI
00 - E
,
,
DETAIL B
GRASS SWALE
(Not to Scale)
Natural
�
Ground 3•� 3•.� ~j"—jFt. Fill
I
D Slope '---„'
C I B I Min. D= 1 Ft.
-C FROM STA. 330+00 TO STA. 335+30 -L- RT
I i
E
0 f
SEE SHEET 59 FOR PROFILE –L-
Tc
moo
Oc E
I

i
CT PROJECT REFERENCE NO. SHEET NO.
R-1015 24
i
03 R/W SHEET NO.
EIP ROADWAY DESIGN HYDRAULICS
W/CAP
NAD 83 ENGINEER ENGINEER
INCOMP LE lE PLANS
w000s
-L— DO NOT USE FOR //W ACQUISITION
Pls Sto 338+17.02 PI Sto 342+17.43 Pls Sto 346+16.55 Pls Sto 354+28.66 PRELIMINARY PLANS
CELL TOWER AND BUILDING
. . • 8s = 3°08' 39.4" p = 9°46' 26.7" (RT) 8s = 3°08' 39.4" 8s = 3°4T 00.6" D® N®T USE FO C®NS°I°I$UC'll°I®N
� LOCATION APPROXIMATE WITHIN FENCE
Ls = 360.00' D = l°44' 48.6" Ls = 360.00' Ls = 390.00'
' N LT = 240.04' L = 559.54' LT = 240.04' LT = 260.06'
' ST = 120.03' T = 280.45' ST = 120.03' ST = 130.05'
W ►
N-al R = 3,280.00'
1-5 ,1
�, 1► � SE = 0.06
METER
BOX 1
I � . . . . 11�
m 1 11
WOODS
I � M
g UNITED STATES DEPARTMENT OF THE INTERIOR
/ w000s 1 ► , CROATAN NATIONAL FOREST
I '1 WOODS
16RAE►�
—
WOODS 3z•c°"�
r
CE EXISTIN 2 48v
E 47
EBf--; ,
'\ �.
RESTRICTED DR1V�
SEE X-142 �owER
E - - - 4%
-a --- r
E — / I ` i/ ao ——
N
- - �
K- 0/ R R
_�� ► � � K- �e— —„— �. w000s � • • .-
GRAU 50 TL-3 1 SCAT 1 — . — — _ _ W Uj
_ s
Z CL B RIP RAP C T PD 60�,P — F F Uj
�,"' 240
V) N
Z
_ �- � �• w000s � .� o --
o W000s � �
� - -
W rn BULKHEAD , E _ \
• ODD
GRAD 35 L W
Uj
O 1 O
w
K-
a
W 2Gi �,� , v� -� ��- 1 16v TAP -f-
I 30'N 7°34` 03.4
�M 0�
8jM 1 W E
7 '
vo 0
I 1 N
1- to
ro o � / • • 240 � '�
I '
I ', rn 1
K- i
O — IT - -1 - - — — p •
_ /L o
- - - - F F F ► — - - _
- - - -- - - _
® — WOODS �T� 4 CL B RIP RAP , f + �� F N
F 0.0 _ — _ - - / 350 TL-3
_. g 1 . RAU
I —
rn
R
5_ ►► w000s / F _F — -�.� W
v F_ -
..................
15.p0'
WOODS
E--�fi<<
RNARO�ND
G
rn I �- TU
4F RAVEL o 0
rn % Z
42 , 1 O -
N ,
. . . . . . ,
IP BM17 ELEVATI 27. 02
= , 1
I 1 ► , -"
W ILA E . N 422594 tP 2616818
I
C7 B7 STATION�2,63 174 RIGHT 1, If y O
�
RR SPIKE IN H-FRAME PP �1 I ' 1 O O
. . . . . . . .. . . . . . . — . . „ . . . . . . . . . . . . . . . . . . II►.. o
.............., p
I1 ,
kkA PREFORMED SCOUR HOLE O
,
� *NOT TO SCALE \ ►�
P (.}� 1 Q7
Cal QoW���IN� PLAN VIEW �Y S. PAUL � ,' ►� (.l o
M INSTALL LEVEL AND FLUSH 1
• • � WITH NATURAL GROUND 33 PG 750 ► 1 i �
_
1 1 O
I ► ,
rm nt it R for e '
m Ling S ' ►
Pipe or Ditch '
Outlet DETAIL ? �►
A '4 kTERAL 'V' DITCH '1 1
(Not to Scale) 1 ' UNITED STATES DEPARTMENT OF THE INTERIOR
I b I '� ►� CROATAN NATIONAL FOREST
Fill 1 1
31 11YFt. Slope 1 1
Square Preformed (4 n D 1
Scour Hole (PSH) ►� 1
Min. D=1 Ft.
(Rip Rap in basin b=5 Ft. 1
not shown for clarity) Se wi na
O ► 1
g ses in ati 1 ,
M B= 4.5' 1 -L- LT. TO STA.344+50 -L- LT. ► ,
d' D= 2.0'
W= 4.0' ' ►
1
Q SECTION A-A ► 1
i 1 ,
-C PIPE (d = 15" OR 18") ► ,
L �S ► 1
�OpF D 1 ,
PSRM I 1
I '
INFLOW NATURAL I ' ►
_ GROUND ► 1
LINER: CLASS B RIPRAP
O WITH FILTER FABRIC °► 1
MIN.1'TUCK
3/08 SEE SHEETS 59 AND 60 FOR PROFILE -L-
o
STA.-L- 341+50 (LT)
STA. -L- 347+00 (RT)
O
ocr
i

I
I
c PROJECT REFERENCE NO. SHEET NO.
I �
R_1015 25
03 W SHEET NO.
ROAENGINEER SIGN S
ENGINEER
I E
83
—L INCOMP L]E lE PLANS
I
DO NOT USE FOR //W ACQUISITION
Pls Sto 354+28.66 Pt 0 365+79.01
9s = 30 47' 00.6"/p = 380 07' 30.5" (LT) PR EILIMIN ICY PLANS
Ls = 390.0 ' D = l°56' 24.9" D® N®T USE I® ®NS I I$iJC[I®N
LT = .00 6' L — 1,964.95'
130.05' T = 1,020.41'
E� R = 2,953.00'
E� SE = 0.065
I I I I
I
I /
I
. * , M , , . ,
E/ lf�j BM 18 ELEVATION = 29. 37
I I I
N 424718 E 26164
I / STATION
C) RR SPIKEIN2 67 205 LEFT
TRE
!�
I
O
V
N
Z i i W R
W 0 zoo
c-'-----------------------------> w000s
Lu
F -
a`
F WOODS F
n ,-
Lu F
•
F F� , W . R F
F - N O
F F F
0 F
k-- — F F F F —
N - - -
I I I a-wee w- - - � — _ - - - - - - -
o — _ m
` 2G/ 5'
I I I o M
2501 woo* N
—
I' I I Q N 250 GI / 25 ZGI
2GI
jai 2GI 200 _ N
fl 0
r I I I o o "
o
I W _ ul
F CL B RIP�P i
I I I •... -
- a —
Ix
E F woo s— — — —
I I I I I L —F _
50 25_0 V F 250 o0D5 - -- -
- -
R
CL B RIP RAP
- - —_- - - - - - - -- - - - - - - - - -
E ' --- ---------- - ----------�-- C L B RI P RAP F E
F F R
CL B RIP RAP
i
I
UNITED STATES DEPARTMENT OF THE INTERIOR
CROATAN NATIONAL FOREST
I
I
c-
m
I
I �
N
I �
I �
I �
I �
I �
I
I /
o SEE SHEET 60 FOR PROFILE —L—
0o i
�CL
0 f
ro
� N 3
Q
Qcr
Ocr
I

I
F PROJECT REFERENCE NO. SHEET NO.
R_1015 26
RM/ SHEET NO.
ROADWAY
ERSIGN ENGINEERS
I F
I I I \ Q
I I I \ 83
INC®NIP]L]E lE PLANS
F
DO NOT USE FOR //w ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
I
I \
I I I \
I I I
I I I I \
I I I UNITED STATES DEPARTMENT OF THE INTERIOR
I I I \ \ CROATAN NATIONAL FOREST
I I I F
I
I
I
I I I O n
I I I F tn
+ m /
I I \
� I I I •• ti- ECIAL LATERAL BASE DITCH w000s /
I I I o oy
Z49 / SEE DETAIL B I /
so I2'GRAVEL I /
W 12'SHLDRS I r
rm
Z
I WOODS F FgSF�FNT y ��
_ tJ�
> I I I F RESTRICTED DRIV
Uj C-007 SEE X-153 CP
I
CL B RIP RAP R P,L
I I I F F w000s F _ -�`– – R l0, R l0' ro
F R ' _ 260
_ _ — F 26o F F F CL B Rlb RAP F F+ 1 F _ _ F Vw- �` ``
— _
F - - – o '�-
.,�, A< _
I I I
SO �S, Ln G ;�
I I I _ � o .o - - I9,
I I I C
_As p �'
ZZ— - - - - - -
I
° � . . • ,' 260 _ ° � 'Ind1 � ` �,� �
I I I 60 15 2601 i '� o
�.,, .,, _ o
rm--
I
- _ - _ N
I I I W000s
– — –
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - –
� � L . - - - � E • F
w F:*
---r E
CL
4a E E E E —E I E E 54
I I I SPECIAL LATERAL BASE DITCH
I I I SEE DETAIL 'B' - \
' I I I •. F
' I I I •
' I I I ••
UNITED STATES F
THE ►NT ERIOR
NT F
� DEPARTMENT OF THE INTERIOR ......STATES DEPART OVAL FOREST
CROATAN NATIONAL FOREST UNITED ROATpN N
C
I
I
I
C
I �
I
c9
I N
DETAIL B DETAIL C -L-
SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH
(Not to Scale) (Not to Scale) P/ Sto 365+79.01 P/s Sto 376+5.3.61
L 0 = 38.07' 30.5" (LT) 6s = 3°47' 00.6"
Natural 2.1 Fill Natural Fin D = /•56' 24.9" Ls = 390.00'
Ground ?., D Slope Ground ?., D Slope L = 1,964.95' LT = 260.06'
Min. D=2.0 Ft. LBJ Min. D=2.0 Ft. T = 1,020.41' ST = 130.05' SEE SHEETS 60 AND 6/ FOR PROFILE -L-
13=2.0
d o B=2.0 Ft. B=2.0 Ft.
R = 2,953.00'
CL FROM STA. 370+00 TO STA. 377+50 -L- RT FROM STA. 377+00 TO STA. 381+10 -L- LT SE = 0.065
/
o ro FROM STA. 377+00 TO STA. 381+10 -L- LT RUNOFF = 390'
ro
'
� N 3
I �
0
Qcr
ocr
I

I
PROJECT REFERENCE NO. SHEET NO.
I �
R-1015 27
03 RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
I I I I
—L— A'9Q INC®MP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
Pls StG 389+15.83 PI StG 392+92.64
PRELIMINARY EILIMIN RY P LAWNS
8s = r26" 08.8" O = 5°23' 33.7° IRTI
Ls = 296.00' D = 0°58' 12.5" �® N®� USE F® CONSTRUCTION
LT = 197.34 L = 555.87
ST = 98.67' T = 278J4'
R 5,906 00'
I
=
SE = 0.04
I I I I
I I I I
9
02
�9sF
I I I � 0 s
_ o
\BjM O O
p
- -
I I I - - - - - - - -a7M \
WEYERHAUSER COMPANY
DB 370 - PG 53
DB 370 - PG 57
.... ....a
_ i _ MB I -. PG 220 MR
_ O,M- - - - - _� � � � �a,M- - - - -. .� /
N "s, .............
_ �.
L I I \ /
k C �l
R ..:. R ul / 00
I-- -
u.� R F
F F - - - - - - - - - - — - - F
z_ I I I W F F _ — F _ F //
F F � o
p I I I F F F F F - - - - - - - - - - - - - - - - - - - - - - - - - - —woods - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ F - - - — + _ _
- - _ _ _ -
�_, - - - - - - - - - - - - - - - - - - - - - - - - TYP Ln
AT—
I I N
evi
LT'
w to
w
LLJ
V N 2 70 \ 'k W
77 91 n n n n n n d N
I I O N' 0 V)
2 701 n n n 0 .................... n n . n n
/92 O p n n n n n
2G1 N 8°07` 28.3" W � �_, ..
+ I9�
hi Ln
' ..�.
I
R 10' I - - - - - - - - - - - - - - - - -
R l0' l2'GRAVEL - - - - - - - - - - - - - - - - - - woods - - - - - - - - - - - - - F F - - - - -w1THL$R& - - - - - - - - - - - - - - - - F CL B RIP RAP W ,� 2 F F F F F F F F F R F F F F R F
I W F 270 CL B RIP RAP
I I I E / , W
I I I
` F r a RESTRICTED DRIVE l •...1
I I I STD V DITCH'S SEE X-154
r ,
n .......
I Q 8M19 ELEVATION = 31 . 53 '
\ N 426925 E 2615541 O
I (--4 8L STATION 29887 188 RIGHT 1(-14
I •V OR SPIKE IN TREE Q
I I I STANDARD V DITCH .i. . , , , , , . , , , , M , , , , , , , , , , , , , , , , , , .6. . . . , . .
I I I SEE DETAIL 'D' F po A
DETAIL D
STANDARD 'V' DITCH
(Not to Scale) UNITED STATES DEPARTMENT OF THE INTERIOR
\ CROATAN NATIONAL FOREST
I
F Natural Natural F
Ground 1 Ground
C-
Min. D= Ft.
I
N FROM A. 380+00 —L— TO STA. 381+00 —L— RT.
I �
I
I �
I �
I
� F
i F
I /
O
I � i
—CL
I d-/
O fo
3 SEE SHEET 61 FOR PROFILE —L—
I �
� ro
Q
Qcr
moo
Ocr
I

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CT PROJECT REFERENCE,," NO. SHEET 0.
R�l 015
03 1RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
EN
GINEER ENGINEER
INCOMPLE'rE PLANS:
DO NOT USE,,' FOR I/W ACQUISITION
PRELIMINARY PLANS
SE 0.04
BM20 ELEVATION = 31
BL STATI ON 30950 274////LEFT
LATERAL BASE DITCH 20'
SEE DETAIL 'E' GRAVEL DR.
CONNECTOR
SEE X- 161 16
LATERAL BASE-DITCH
CN
..............
0
rR
30 LU
WOODS
LU
IQ
L0 (01
28 280 (280�
741 INC. I
WOODS TYP.
WOODS
15 CL B RIP RAP
rR
GRAVEL
C -DE-SAC
UL
WEYERHAUSER COMPANY
L14 (A
DETAIL E
LATERAL BASE DITCH
(Not to Scale)
-C Natural
0� Ground 1"/Ft. Fill
0 fo SEE SHEETS 61 AND 62 FOR PROFILE —L-
ro
/
/
/
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

,.
cr PROJECT REFERENCE NO. SHEET NO.
-- R_1015
03 / - R(W SHEET NO.
---
�'' ROADWAY DESIGN HYDRAULICS
i
' ENGINEER ENGINEER
I I I H,qO
INC®MP LE ]E PLANS
DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
D® N®T USE F® CONSTRUCTION
I I I I
I I I
Ln N
I
I I I I
I
. . . . . . . . . . . . . . . . . .
BM22
ELEVATION = 33° 65
I I I . . , , , gL4S�A8I0N 329E826141 LEFT
BM21 ELEVATION = 32,98 RR SPIKE IN TREE
I I I N 428746 E 2614864 , . . . . . . . . . . .
--
� BL STATION 322.38 134 LEFT
/ RR SPIKE IN TREE M
Lu
rR
H D W W W 0 W W
i' +
Z I I Lu LA
Q I I I,,,, _.,- = / CL B RIP RAP % CL B RIP RAP O
F F + F -
_ _ _ - - - - - - -
F
- - - - - F F F F_ 290 F — F F F F F - - F - - - - F - - - - - - - - - -1290�— W
+ , 290 F F
F -� F F
-.I -- F
I I / �- - - - -- - - - - - - - - -
- - - - - -
� — — — HW
W '1
i
I
ULJ
uJ, 1
I I W
00 n/ ro 19'
2901 290 ,� N
I
Q �� 2G1 15„ 2G1 �� 2GI N
OA< ZIAWI
Nit
I I I iv I �1
W
F - - - - F - - - - F - - - - F - - - - F - - - - F - - - - F - - - - - - - - - F - - - - F _ _ _ _
d .
F F - - - - - - - - - - - _ _ _ - - - - - - - Z
............
e —
W F F �� T F F F woods F F F - - F F - - - - F F - - - - F - - - F - - - - _
I
Z
R R l R Z
......................... .....................
Z
WV U
a
e
WEYERHAUSER COMPANY
DB 370 - PG 57
I
I I I MB I - PG 220
I
I
c-
m
J�
I N
I �
I
LI
LCD
I �
I
L
I /
O
I N i
-CL
0 f
SEE SHEET 62 FOR PROFILE —L—
� N 3
I �
Q
Qcr
Ocr
I

CT J PROJECT REFERENCE NO. SHEET NO.
R-1015 30
03 i
s ,� RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
' ENGINEER ENGINEER
I
3 . ' INC®MP LE ]E PLANS
IID® NOT USE FOR %W ACGUISI7CI®N
PRELIMINARY PLANS
DO NOT USE ]F® CONSTRUCTION
N
LA 0)
LA UNITED STATES DEPARTMENT OF THE INTERIOR
/ r
CROATAN NATIONAL FOREST �
I N
WEYERHAUSER COMPANY g SEE CROATAN PURCHASE TRACT 41
DB 370 - PG 53
,r
DB 370 - PG 57
/
I MOB I - PG 220 '
f ,
I
I /
L0
I
F '
RESTRICTED DRIVE -
(
12'GRAVEL
li W 12'SHLDRS j M
SEE X-l7/
I
i
:F CN H JI/ I
w
7i s
F , W W
Z
z W WOODS
F F F F,, F F ' Hw F - - - - F - - - - F - - - - F - - - - - - F - - - - F - - - -F - F F F � ,.z
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
F F F
I - - - - - - ----
F
� R l0' RI :l0` w
w
V)
N 00d
I 0...
Q fig` 3001 /g.'* M
2GI
N
N •
-, i
r � '
I
V
O zLu
W - - - - - - - - - - - - - - - - - - _ A2-+2&4-5 - i _ _ - - - - - - - - - - - - - - - - - - - - - - -
F F F - - - - - - - -- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ F %F
R1015AB BL 74 .P1N�. � -- � F
F 101 BY NC +�II. 5
z ..F F � F F F F � F F F F
(� WOODS
�� O,t: ;...�... CL B RIP SAP 300
R R _ �� R V
Z I R
- R 0' H
U .................
LATERAL BASE DITCH
SEE DETAIL 'E'
T-TURNAROUND
m � TU
. * . . . . . . . . . . . . . . . . . . . . . . . * .. , , t
I
BM23 ELEVATION = 33. 09
N 430562 E 2613367 � u
b 8f
. -
BL SLAT1�0N 341 53...-� ,„ I:.OF Y A d
I
RR SPIKE IN TREE
. . . . . . . . . . . . . . . . _ . . . _ . . . . . . . . . . . . . . .
I
I
I
I
I
I
I
I
I
DETAIL E
LATERAL BASE DITCH
(Not to Scale)
I
Natural i�----
I Ground D n�•.� 1'iFt. Fill
Slope
LB Min. D= 1.5 Ft.
I�,.J
13= 3 Ft.
b= 5 Ft.
C-
m FROM STA. 131+81 TO STA. 131+88 —L— RT
I
I �
I �
I �
SEE SHEETS 62 AND 63 FOR PROFILE -L-
L
I �
I �
I �
L
I /
° UNITED STATES DEPARTMENT OF THE IN'
—o- CROATAN NATIONAL FOREST
o ro
I N 3
O @
Q
I Q�
I � /
Ocr
I

-
9' z PROJECT REFERENCE Nom. SHEETS NO.
w m
ul
w
—� R-1015 31_
03 a s / RAW -SHEET NO.
�„ "e ROADWAY DESIGN HYDRAULICS
m ;fl o`" !....ENGINEER ENGINEER.
,
OD
I I I
83 INC®MP L]E ]E PLANS
I `
I
DO NOT USE FOR /W ACQUISITI®N
-'
PRELIMINA RY PLANS
I DO NOT USE FOI CONSTRUCTION
I I I
I I - UNITED STATES DEPARTMENT OF THE INTERIOR
_I CROATAN NATIONAL FOREST
I ,
I I 1 NO DEED REFERENCE R. GRAHAM
I I I ILLIAMS. et ux
SEE CROATAN PURCHASE TRACT 41 DB 1540
I I I PG 350
LENA EBRON
DB 221 - PG 146
I
L I L
I I I
' I I
� I I
..a......, CN
I I I
zo
M R rR R R H
uj uj Ly
Q I I I �` ,,� + �` ,� �` h� % CL B RIP RAP
Ln I I I Z � i 3104 ,�
W i i I t/� - -,� - F - - - - F - - - - - - - F - -''�- - F - - - - - - - F _ F F F F � woo0 -.I
- - - - -- - - - - - - - - - - - - - - - -*- - - - - - - F F F* F F F F 3103 - - - - F — - - F W
I I I W' ,� � - U i
W
N
0
I I Q 3101
` �� 2GI
I I I
k '5 LO/ 2G1
a
3102
Nit
.........
I
71Z , N
............
_......._..
/7-111-1.........- - - - - - -
1I I k- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — —; - - - - - - - - - - - - - T - - - - - - - - - - - - , - - W
I I r = � - - - - - - - - - F - - F F �F F F F F F F F F F F F F F
W F �` 3105 ,(c /5 WOODS z
..............................................
,
mr �/ .. W
�..�
I U
I ............... .
I I I I
I I I I
I
I
I
I
I
I
I
I
I
I
I
I [
01
I �
I
I �
I
L
LCD
I �
I
I �
L
I /
I �
r° ° TERIOR
—CL
O fo
N 3
SEE SHEET 63 FOR PROFILE -L
�
� o
<cr 0
O�
I

i ...............
......,....
--------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------
cr
`ter '- ,■....�
% PROJECT REFERENCETNO. SHEET NO.
I
R_1015 32
co ' r� W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
z z
� INC®NI][�]L]E lE ]�I,A�NS
1 LAN N DO NOT USE FOR //W ACQUISITION
W ° -L W °
PR EILINIIN ICY PLANS
G >
I rTi Pl s Sto 456+23.60 PI Sto 466+31.56 m DO NOT USE ]F® CONSTRUCTION
I
es = 8.07' 07.0" 0 = 45.20' 08.3° f RT 1_
Ls = 558.00' D = 2°54' 35.6°
LT = 372.39' L = 1,557.98' ` o
ST = 186.36' T _ 822.35', �
o
R 1,969.00 �- �
SE = 0.09 T ;
I I I f
I I I CLYDE 0. BELANGIA. JR.. et al
00
I I I 0 DB 675 - PG 400 ` 8M24. . . M . .
/ � ELEVATION . M . M
N 432847 30.34
j
E 2611740
L STATION
36908 184 LEFT
R SPIKE IN
H FRAME PP
I I I ING FAMILY INVESTMENTS. L.L.C.. et QI
* *
I I I DB 796 - PG 303
3
1 1 1 DB 1742 - PG 825
o
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
I I I
I I I DB 1550 - G 641
Hw PC -F- - SL DE 174E
F T;.
Hw _- -- --�-' —
h`
W _ F _ -- �_ L, o - _
0 ,
0
Lu
uj
uj
1 Q A` 62' 1 NC.
I I I e�M � 2
— c
N
TYP - CL B RIP RA — - — - o /F
�o CL B RIP RAP , \ o
IM
A
5 . CL R � 320 R /F T .- \ o
� � ItIP RAP
_ _ _ _ F i %� W
22 \ \ o 320 I`� �' I % o
1 1 1 1 494 - - - - _ F F \ /' B
I ( I F /F CL B RIP RAP ,
IVPA , I
W R / o NO
„•, / 0 0 i
Cb
I
l T
l 1
.
0
�\
I I I
Ln
°
0 0
I "
I
I I I
I
I
I
I
I
m
I � �
c\
I �
I
I �
I �
I
I
L
I /
O
I N i
—CL
o ro
3 SEE SHEETS 63 AND 64 FOR PROFILE -L-
I �
Q
<cr
o�
I

PROJECT REFERENCE NO. SHEET NO.
R_1015 33
03 RM/ SHEET NO. ---
I
�W
ROADWAY DESIGN S
ENGINEER
ENGINEER
I
I
I I � PI Sto 466+31.56 PIS Sto 475+53.55 INC®MPL]E ]E PLANS
A -- 45.20' 08.3" (RT) 6s - 8.07 07.0"
DO NOT USE FOR %W ACQUISITION
D = 2.54`35.6" Ls = 558.00'
PRELIMINARY PLANS
I ; '
Y
DO NOT USE ® CONSTRUCTION
°� L =- 1,557.98' LT =- 57239'
]F
�- � T _ 822.35 ST = 186.36
I � X R — 1,969.00
�
�3
I I I 4 NORTH CAROLINA DEPAR T OF TRANSPORTA�`IOM
SE = 0.09
DB 155 PG 641
C , > P SLIDE 174E
--
` Z
I I I nL
I I I s i D
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DB 1550 - PG 641 -
,:.
PC 'F' - SLIDE 174E D
Q'
0') TOE PROTECTION
CLASS B RIP RAP/ '
j I '
O� (65 TONS)
I I I SEE DETAIL ? / + '
I ;
i
R,
i
,ter oee` 30
Oo�co '� �oc�� F �
I I I m �.-- — — — 70� HW �anC 7000 — — — — F
_ _
I I I RESTRICTED DRIVE 1,3 CAT-1 1 -�'- — F •
GRAVEL F -' / - °
I I � , ., � GRAU .�50 .•r --.
I I 2 HLDRS F
��.
4 �
F
�-- - - F
q^
� I
m U U
I I fit.
IVU
4 2GI_ _ _
Z I I R l0' 2GI
330
N I I R lo'
i
I I � _ ;
r
M/'
c _ — F
I �,1 330 —
I
I I I - -
CL B RIP RA ��a �......... -
I I I 62
I I I I � � � � <, '/�► N . _ _ . — , F �:, ,� � _ .. � .. � /� �� � F
CL B RIP RAP
I o L
• p co TOE PROTECTION ��
R /0' CLASS B RIP RAP
.- / RESTRICTED DRI (65 TONS)
20 F� 4
' 'GRAVEL
-1 .-
DETAIL ?
W 12'SHLDRS F •
I
I I I h SEE X-1 Q
I JI/ I Cr)/
-
�L
r�
r ,
......--. ..
I I
c
' w-
I
I
DETAIL ? r
TOE PROTECTION
I (Not to Scale)
3.1 e
Natural C�
Ground b
d=2 Ft.
b=5 Ft. Geotextile
C- Type of Liner= Class B Rip—Rap
I
C FROM STA. 470+20 TO STA. 471+10 -L- LT.
I �
I �
I �
I
L
I �
I �
I
I
L
O
CL
• k SEE SHEET 64 FOR PROFILE —L—
� N 3
ro
I �
Q
Qcr
Ocr
I

I
cr PROJECT REFERENCE NO. SHEET NO.
6'
R-1015 34
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MP LE ]E PLANS
DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
Pls Sto 475+53.55 DO NOT USE ]FO CONSTRUCTION
I 6s = 8 e 07' 07.0"
Ls = 558.00'
LT = 372.39'
ST = 186.36'
I I U S GOVERNMENT PROPERTY
(CROATAN NATIONAL FOREST)
I I I NO DEED REFERENCE
SEE CROATAN PURCHASE TRACT 16c
I
.....
En
rb
-- —
D z_ Lo
n
M
LA
I I ,
i
M +
I I I
c
R
Lo
R R + "' R o ___ i.0
I I e
,
LJJ
z j LJJ F ,� v
O
L Z - - - - - - - - -� - - - - F - - - - F F — _ F - - - - F —' - — — - - F - - F F F � � F F F - - F - - -
,� 340
I I I _ —�— — - - �— — -- _ - - - - - - - - F - - - - - - — — - - - - - - - - - - - - - F - - - - - - - F - - - -- - i— _
— F _ _ —
F F �� — -- F F F � — _ �. 7 W
W I I I — — '� 62' INC. 34 340 — �- � _
( I I �� ,, ✓ / —wee _ 340
W
� 4
I I W _ 0� > v k CL
I
j o \k
Ul
i
M % `� _ - -91M — N
/5 ,� /9 M � 2GI N� 31°42' 45.4" E 340 , /9 N
IN 11
I I I ,� 3401 2",Gi `k 340 2GI ,k ,� / 340 250 2GI
I I I w `�
\ / `TYPE A
g1M N
Liu
3409 _ - - - - - - - - - - - - - - -
- - - - - - -
_ - - - _ — _ _ - F F
I I I — � .� � — F F � F �- - - - - - - - - - - - - - F - - - -- _ _ ._
F' F -- — — F z
- - - - - F — � — - - — � F - -- - -
\ F � 340 J
F ,� �.
o C.
Ilk
V �N
I I I
_
e.
I :
Ell
I I I NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
.,, IV
I I I
C3�
DB 1550 - PG 641 �
PC 'F' - SLIDE 174E
,
e.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DB 1550 PG 641
, PC 'F' - SLIDE 174E
I �
o ,r.
I
Q
I �
L
I L�l
I � ........ . .............� ......................rt
i
I /
�_O
N i
—CL
ofo
SEE SHEETS 64 AND 65 FOR PROFILE -L-
� N 3
I �
O @
Q
I Q�
O�
I

I
PROJECT REFERENCE NO. SHEET NO.
I �
I
T R-1015 35
T W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
O Q�3 INC® ]�]L]E ]E PLANS
DO NOT USE FOR %W ACQUISITION
I
I
/j PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
lee � ,.T
I � �
I
I
3
I � 3
1"
I
' - U S GOVERNMENT PROPERTY �
3 U S GOVERNMENT PROPERTY
(CROATAN NATIONAL FOREST) O o�w� � %� T .
�' � ,` <v y (CROATAN NATIONAL FOREST) � T
� NO DEED REFERENCE a �w
I
SEE CROATAN PURCHASE TRACT 16c 1;3 w k NO DEED REFERENCE
SEE CROATAN PURCHASE TRACT 16C
.............
Q r O
�O do O
d,
p
CL B RIP RAP O
' / / DO
Nit(� 3514 �
Lr-4 W / CLB RIP RAP � , � F F _ _ _ - - - - -- - , - - - _ _ N 11 /.
F F
_ _ _ LLJ
N W / _ - - _ F,' - - -.T - - " _ - 15° CSP I I a j
Z �1 / F ._ F - _" 3510 • �T + ' W/ELBOWS T
N F _ _ _ — - - - - - - - - - - _ - - - - - - 5„
F _ _ F ..� � � F � BEG. sBG AT T
w -- __ ". - F - - - - - _ - / STA. 499+50 -L- LT. W/ELB WS W T
W
W N
W _ 2GI
N N / 509 351 N 0
CA
Q ' 2GI 350 350
�: i
2 0' ' � � 350 /9'_ -1-
vk Tlf1�'E" A m i Lj
+ 11111111111111111M 36" RCP-III -61,*36„ RCP-III (3501 15- RCP-IV 2GI 2GI / GI Lo
CN 15" / >_ �` TYPE M350
_ Lo
N — ' / ~ iV
`n Q �� rn N
Q/
�,PE5
Q = / 350 2 Gjl i O - - - - - - - -
- - - - - -
- - - -�- - - - N
�— ") ) 5„
o i �
/ GRAD 35 15" csP 300' TAPER ULj
_ — - - - - — - - - - —
_ .- - - - - - --� - - - - - W/ELBOWS
W - -J- - - - - - - - _ F F F - - - - - - - - _ _ - - - _ o0 100' PAVED _
F F F F F F BEG. SB AT - _ SHDR TAPER 15° CSP N 34°00 45.4"
Z STA. 498+40 -L- RT. F
CL B\RIP RAP / F
CL B RIP RAP W/ELBOWS '(
3 0
F - -
I J ,� 35W / F - - - F _ _ 0
� R F —
�5
3512 CL B RIP RAP F F /
i
T
TJ
� r
I 3
T /
r
p], 3
3 U S GOVERNMENT__
PROPERTY
(CROATAN 3 T
NATIONAL- FOREST)
NO DEED""REFERENCE T
�
i
EE _CROATAN PURCHASE ,
C .ASE TRACT". 1F�c .-,
r ,
3
I
I T
i
..... �
i
i
r^ 0 L 3
-� •
O �
I N 3
SEE SHEET 65 FOR PROFILE � —
T O
3 SEE SHEET 84 FOR PROFILE —RP C—
I O�
I
I

I
I
I
I
I v
I
I
I
I
I `
I
I
I
I
i
I
PROJECT REFERENCE NO. SHEET NO.
REVISIONS
N
PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
-RP2C- -�- �� -RP2CD-
.. �•r ,,, l °5� 4 '`7:45 PI Sto 9+78.85 PIS Sto 12+6050 PIS Sto 512+1438 PI Sto 520+78.98 ?/s;Sto 529+23.04 Pl Ste 0+12A •� Pl5 Sto 2+5/A4 Pl Sto 3+97b2 PIS Sto 5+44J2 Pis t 17+4 PI t l +7 20+15.87 INCOMPLETE PLANS
I s S o 386 Sto b 990 Pis Sto
3'379' A _ 100'540131RTJ es m 2'08'59.9' 9s = Z14'23b' A = 22.57'38.8'1LTJ 6s,`= 2°14236' D - 0'3/'10 LT) 85 = /34/75' � = 4/8'056'IRTJ 6s • r 34/75' 8s = r 34/75' � = 3'50'307'lRT1 BS = /34'17.5' Do NOT USE FOR R>w AcoulsrnoN
D = ITIr52Z es m 145452$ Ls = 295.00' D = rJr06.9' - 295.00' D 2'49 6' Ls - 144(X)' D = 2•l0'57T - 144.00' Ls - 144.00' D - 2'10'57.T Ls m 144.00 PRELIMINARY PLANS
/ L - 6639r Ls - 196.00' LT = 19668' L = 1,512.00' CT 19668 T 244 20 LT - 96.00' L = 197.07' LT - 96.00' LT - 96.00' L - 176.0r LT = 96.00 0o NOT USE FOR coxsrROCrLON
/ ` ST = 5 T = 45653' LT = 123.03' ST = 9835' T 76628' ST 9835' ST 48.00' T - 98-W ST - 48.00' ST 46D7 T 88.04' ST m 4800'
/ / _ R "'64Y R = 2625.00 R - 2.625.00 -LP2A-
�� R = 377.00' SF = 742T R - 3.773.00'
' SE = OD75 SE = 0.05 / SE = 0.04 SE .= 0.04 PIS Sto 80+5456 PI Sto 86+01.03 Pis Sto 87+2536
I = 429'012' A - 12T 05'40.7`1RTJ 9s - r 34'26-r
S t \s/;;,;,; / DETAIL B --- _ h
es = 25'55'170' D - 24 35'25T es -25'Sr 376' Ib
t�,,. ---- _ �......
BE APPROACH SLAB T, 7f/ at LATERAL GRASS SWALE - 1
h t _ t r S �,. I N°77 5,d°, -RP2A- Is 2 0.00' L 51685 Ls 2/0.00'
e 2
\g ' � N/q 2015 ADT ��
`' LT = 13482' T = 46829' LT 137.69'
+ t + PIS St +7 P1 St +- Pis t + J5 T = ' R = 7 7♦
DETAIL A / l to 82 PIS Sto 86 48)9 089 873 0 93 0620 s S o 96 29 S 82)5 233.00 ST 57
D 22900 2035 ADT - - _ _ _
Slo° Q LATERAL BASE Dlrcrl _ tRT - l2'383' Bs 512'38.3' � 20'3r 148'QTJ 85 5'l2'38.3'
P ��T J 8s 5' SE 0.08
Min.D= 7.7 Ft. d (N. S.0 = _ 47 Ls - 47 D = 41 = 47
Ft. D l3�,9' Ls 1 .00 2 .00 3083 Ls 274'
b= 5 Ft. / - 3 LT /6474 LT = 16474 L = 46635' LT = 16474 -RP2A- PC Sto.79+2274 _
y Z \ / m 1., ° _ 40 ST =8240 T = 2458r T = 8240 2AC- PC Sto.79+22.74
e� O o ST 82 S
'`" p• �.- %' ,�' , \ \ F M STA.509+80 TO STA.517+04-L-LT ;I°P8 __ Zcpryy
EN $BG ,.✓F ,/,'" \ .^, N- ,, \ h ........Min D 2 Ft B :R - 1 •G�7 -r R 1.358. J k ":
APPR AC ,ay.•1" ,,;,r� -.__- f G /. B 5 Ft. _' 1t IE
SE .065 SE - 0 K-
-L- .m 0) / U S�,OVi1AENT
PROPERTY
WA 1 VA FROM s mc-RT % F F F F tsJ
NO DEED REFERENCE R K Fx - - _, _F F K a R N
/ '. .P.•,., . 9!' 900 2000 SEE PURCHASE TRACT 16 %- F
> o s O \ " % x %
- /02 _ _F� 4_
�c \ 36000 36000 % F % ,
36900 58000 ,. F
`! > BEG.58G AT �+ \.
X + F z, LL
�,K H B c US 70 - -- e
L
F
i sue.
YPE \
r
E
I ..
�F
LATERAL GRASS SWALE
I '•� \...
SEE DETAIL e
,,,END SBG A,r
PROACH: FS \� � ; � ,. � k 'ti "„•,„,4FRL
\ h R a w
r'.,. 5 Q6 14 46111 5a6,
06'14 4B1'
00.
151.14
,,.. ., �� 1 dt \ T, / /F✓ Nom' � IE K- � B '
.. ,> ._ \ c ,✓ CL B..kIP..RAP
�- kf
4+ L B RIP RAP K" , K-
e,. °M \,7/ v \ /:` / n %- ) fir' It K-
,r., APPROA 8... � � 3 P.. gyp, I C r ,�:: M. ✓ V
r f .9
STA 032 2GI F i � ,,., BEGIN APPROACH t9T bz q/ K.
o O _ t
%- 1 a w
o \ 3 1 n „r, t/T r
\. ', O A roc,,, / /a" ,r \ a
„' APPRO LT. RT :+ + \ w % tro A\ /
C 1
STA / \ ' b
\ E % x I /
+ cPj EVgT7 \ Q N N ^� 1 ��YapJ'� t
,,', ",,. } ,,,,,,, G A 4' / o ..,.• _. . + �C v_.. RTIO E 261 6.38 '•.. .,,. k -p - 'rt %- ¢ ,
u w I I m m
, //; � SF ,,. k /.: ... K.T x' ,,, %- w N HER. BAKER.
"GL B RIP RAP �:;.. _.. REE a �:. N f71 K. z.. ry ;v d
\ - GP N / 62 K
w r< ,✓,, ... 1 _ •-� 555 PG 168.
/ \ e \ R N Q �., OB m
N- CL B,RIP pep 2 E A m
_ ... ,. m
NEIL BAKER... %-,
\ i �-... ga. �� G o
I K ,. y _ i
` ,,,,,
REMO� � 734 PG 74 K'01
,.. ✓ � � .,#,.,, ,., ;;..// \ .' A Tl' ♦ END B AT: w o \ 36 :,. ,,� K. / DONALD KOONTZ
� i :. LR'.a , \ K- PF ""',,, s G t`G 1 / \ \ k .. -__ _� ,� .,. (7.
�.. i / +I •�., a5
APPROACH SLAB �e DB.. 40 PG 139
B�A ♦ , !r l %- � O+ I L) k /.'!E#.-BlI.KER
,, ✓,,. / 2GL. \, «, m %- I /.. s I Lt1 .tt A 7 4 PG U
'" ,-s., "1 / s - r ,. / ,,,,. _� A p, ;, ,,,,.. ,.��.._�:� L K. 1.. •t : c DMI / DS 3
\K' .� le G NO DIIICN
1 V - to \
xw / N / G / � K SB .41f=... EMOVE K ,- \ I K
I � l' /m K. , Fs \ ��.. C
V \ t \ B,>>\ K, '\`' /•... \It / (J ISFp / I K- K. �
I
Ike
END APP H _ - -ow r/ rn
► '. rl- ., A 5/8+2466
uj
K.
W
CL 6 RIP RAP IF --
, 2GI
/ K 60 / _ .
"i,,,, ,l -r� N L...B RIP RAP Q
16
PROTEC �v-� ,. _ � 2G � .
�� „� ,_-__-wee / •. �..,� , APPROACH SLAB ,�� � v m. �E,^ _, ,,,,.,,. _ - W
It„ T / E ., ,,,,, :`^ _`� "--_ 2GI - 6 -'�_� ,
'L k 71r P ., .. r.., m
AC
A % < n
0 0 _ / >
r
N �.,
m 3615 K. 367 /j/ o ,;.,' '-- ,; a• o_ .-.-- -
I� -Q) j
r r r aw ' / g I ate"..,, M
' a %- "y i ," / 361... _ _... ;, S'•+� --..� ..,.,,.,/ ,,,,,,, ,,,o,�,.s 2G1 FS .. ' -` �,�„�' .._.. .� ♦
a
L POC STA5/6+87.37;;_ -- `"- -- n p p n -
I � Gil G g �\ ,� - Pp S A.6 `.;279 �' `-��_.. ._-.__"'•-•-.. -----y..� __.,, F ,,, zGl Ln
Q
a �
r
> I ---- _ o
I g_
- - --
F` A Lu
„ ,,. ,,. r / LATERAL GRASS SWALE f ,._T-7
o p :^ , I TYPE ' _. -.' --•- �r -- �- C
: N � , 36T / SEE DETAIL C .�•- _ �- ._-- a
BST Q
, _45 _--- _.....i. „2GI t�. /
,.
/"' s ... _ .".•°...... 641 �
F .,.
ea -- ,
{?
I ,,",,; T PROPERTY ,. _ .... �-- ,,,.,,. {/�--�) _. ,,,
U S GOVERNNEN OPE r �4eJ
sT
„ 1
/' CRO N NATIONAL ORES I _ _ ..,:5^r'
r
o NO
DEED RE ERENCE
F
dN SSW £ � V
EMO
I ✓ PURCHASE uE" _
REMO
J' 'r SEE CROA AN TRA T w?'`•` "'.--- _ „" o...
o C 150
:,, � o ._--- ..� __-• .., 2GI Q ..•," __,.__" 1,••. -. I
- -
w -
_ B ---
w f75 oNC _ ...-
N c�-
_ Mml
,., o_ .9 ;.:,,,,,, ,,/ _----,. _ ,�--� _.. .... _ _
r + �' / +
�.\°: REMOVE ,.
i �. � , �" --• _ --
I n .,
J t" ` F
G -.F. - s 1
..... _- i„-•_ „<_--"_,✓,-_ ,_ ► ,,,, -.. -'--'- _ ,_,_/' HTR .4 /
I
I I �
S Rf
IT
n F
✓""f°^r _-�� ..-_' •r.,"' . '-' 2 D2 ...
_ ,,,,,, o_. -•"_ :,�,.,, Y ". T
IS
to
D_
I ,-- \ 1 1 I � DAVID C.LIATHE
.; _ ,,. -- --'- .• - DB 936 PG 30
eR> ". 1 DB 926 1
-t __ _w
✓� 1 _ - 3se \ \
n 1 I
NC I
195 _ 0 _ }
r
.:REMOVE �" ",- ., .,,. \
\ O . 332
CL
I
- L
F 9
s- -_-_--- � ETA
REMOVE
_ / x
F � o
r
l W/ / O 'f'
�' Prm
I ;- .-•- / ,.� _--- ," - _ �- e � of
co
X.- BURIED/DAMAGED , X m 1
.•• " ,.---- � ,,,,,,.,., .��w8:G N _ .. .".... __. __- K TO NG 1 , ..n I
... - _...._...iF_. TIE DITCH BAC
RETAIN Si \...
_ u.- ,..-- _:--- z la°coNC _ .. ". ---- _ ��St" \ I I GENE A.JACKSON
DB 022 PG 352 \ \ 1 s
/l 245'
04 5T-
/ II
-^' > ,.,, ,,,,,,,, _ � II - - _ -^ _IB^� �x�'""�-'_'" 1 m 501E
N "u i
W
RETAIN -SERVRD-
..•
- 3 no �, 245GF ..•• - " � I X i 1 2 f \ �
�z RETAIN _ �a �1 Iwo - v 1 _ _ _ �;" v ` PI Sto 34+3123 z
I I I I \ \
J.Q :REMOVE- - •" '" _ _ .. _ \
O - I - _
-.� - - I I _
,✓� ' 1 \ � 5'59'4921RT1° m
DETAIL C x X I. D r59 44.4 o w
L = 300-0 o
o>
LATERAL GRASS SWALE 1 �L I \ J` n
IN°,t°swnle) o ,..✓ � � 1 ► ♦ T - 15039'
.,- _ R
v+
°.................,,....... .!''- Fin ,m: 3./ 3p
D II NE A.JACKSON
Min.0=
GE
�, Y.. ._..._�' j I
-0L = LJ � 1 OB TTB PG 31T A
�.�q-_ \ B= 5 Ff.
)s j 6= 5 Ff.
................. /�t= STA.65+50-RP2AC-RT XI I 1 I
DDE = 333 CY
I
,r 1 X
z t` {
a _
+ ca �g A.JACKSON 11 1 I
TTY PO 317
LOCATION:
+
SEE SHEETS 65 AND 66 FOR PROFILE -L-
SEE SHEETS 84 FOR PROFILE -RP2C- TIP No.: COUNTY:
I _G
SEE SHEETS 85 AND 86 FOR PROFILE -RP2AC-
o� � - - IC LE
SEE SHEETS 87 FOR PROFILE LP2A GRAPH SCALE
SIGNED BY:
r �� SEE SHEETS 88 FOR PROFILE -RP2A- 50 0 50 1 0 DE
SEE SHEETS 89 FOR PROFILE RPZCD-
SEE SHEETS 91 FOR PROFILE -SERVRD-
GHEGKED BY: DATE:
PLANS
.................
I /
I
I
i
i
I '

,
i
CT
PROJECT REFERENCE NO. SHEET NO.
R_1015 37
� DERRICK HIMAN (SPRINT) AT 919-637-6952 FOR ADDT'Lo INFO, -RP2A-
03 RAN SHEET NO.
I . b
---
I �
I
PI Sto 82+50.73 Pls Sto 86+48.79 Pls Sto 89+78.13 Pl Sto 93+06.20 Pls Sto 96+29J5
��°ia'4�' w S 06°14'47® w s 06°14'46• IN _ 4 = 5°l2` 38.3" 8s = 5°l2' 38.3" = 20°3/' 11.8" ILTJ 8s 5°l2' 38.3" ROAENGINEER SIGN ENGINEERS
L L' 214.58' 101.94' 210.22, es
FD = 4°l .9" Ls = 247.00' Ls = 247.00' D = 4°l3' 08.9" Ls = 247.00'= 643.65' LT = 164.74' LT = 164.74' L = 486.35' LT = 164.74' INC®NIP]L]E lE PLANS
coj
e .
BILLY ROBERT BRIDGEWATER T = 327.99' ST - 82.40' ST - 82.40' T = 245.8/' ST = 82.40'
- - DO N®� USE FOR %w ACQUISITION
� DB 1025 PG 568 R = 1,358.00' R = 1,358.00'
SCI SM "� PRELIMINARY PLANS
L, Bus O' SE 7-,2:05 SE 0.065
= DO NOT USE FOR CONSTRUCTION
%Z4.*
a
/I I I �-HTR WALTER J. KINCA
�
I I I of s DB 805 PG 727
L I I � )
R
b 3 D ETA]L ?
I I I H � � i � ~ L � STANDARD 'V' DITCH
j (Not to Scale)
/ =HT w Natural Natural
I GR Ground 1 Ground
HTR
cn w uWi Lnn w Min. D= 1.5 Ft.
I I I ® m R ` y 0� FROM STA. 534+65 TO STA. 535+00 -L- LT. CI'
I I I ,�, ,C - S FROM STA. 536+50 TO STA. 536+80 -L- LT. O-1 aQ
I I I NEB. BAKER �' z O FROM STA. 536+85 TO STA. 537+10 -L- LT. 'I' Op
I I I DB 734 PG H T F�i \ - - _ (j FROM STA. 537+50 TO STA; 537+75 -L- LT.
I I I 83
H sFD V NqD
K- ` � � I i\ X
1\ \ \ R€MOVE ,
_ v T o i SEE SHEETS 66 AND 67 FOR PROFILE -L-
\ o I 1 Q J
I I I I W��T '
a � m � X �
� Q° sF0 \� ISFD U S GOVERNMENT PROPERTY N
I 1
v �F CL I r
Ln
I I I X (CROATAN: NATIONAL FOREST)
NO DEED REFERENCE � j I �
W � 1 C �' co SEE CROATAN `PURCHASE TRACT 62n
L I I
n r4
100 -1 D 942 PG '69
I I I M__ MOANCOWAN TADLO( K___ g �B 462 PG 325 1 �! �' r C lQ 00
o
o K- i o �, - ' ° o
I I I ►� (p4' / _m �OYCE B. DAW Q. V DITCH v F I M
z BEE Df IL F
3706,.�, f _ .. EiP EiP IP F EXIST,RiW
_ _ - _ _ W
/ ,, ....,,,... - ti
,, ,,,,,, ,,,,,,,, u,,,,,,,, ,,,,,,, - 1,, ,,,,, _ 1 "
REMOVE S coNC _ coNC u F W
g CDNC .covC MO �.. -
N I I I w ....... --- - -w-REMOVE -- -- - --- I -REMO i w� -� - - w- -- 8 - - _
Z I I L --/REMOVE- �tEMOVL� I - �O ,
--' - F
o t!1 F - - -- - _ _ _ F� _ - - - -- - - V)
- - - _ _ _ _ _
_ 7.5' BS _ -
- �-
_ _ _ .. _ _ _ - - �. r � 308
- } �?
L W /NC
W � _ EMOVE �.�
W
I �
I
W ,
YP
jhb
W
- - - - - _� -
__ _ - - _ - T Fa O
I
V
...... - -
- - -
- ,""
- - -
�� o_ N
a
( N
o
- 0
REMOVE 4° /6' 19.3" E w 6 /A us To
4.5'BST _ / o
LO
I I L = REM VE --III_ z
Q - REMOVE �? < us Ho 24.5'BTEMOVE III N _■/
I
_ - -
2GI
= 1� I
� 374
N 3 z _ 2GI W
701
r ! � 3, 1
L 1 1 � 703.._ .,,,,.,,
1
.......640........ . .... 1,,,> � \ 2GI � �� �" 0�.5L
U,. - - _ ------ ...........
a L I -
. - -
�L
1 „(,
I - -
I
V - - - - - - - - - - -
W
12 c�NC_ - c � a� D _,.
S
ON
oN T c � .
I - ._ -; 12 _CONC _ I� � c � c.
- -
1 �- ---� ! - - - _ - -- - _ - - - - - - - - - =C -- _ -
REMOVE 18 os � � w -�- - t- -+TB=� - - - - - - --' ISM - - - -/ - - - - - - - - - - - - - - - - - - - - - - - - -
I I I - - -- - -- - - - - = HTR � -- � - - - - - - - - - - - - r E -E-.RFMOVF _ �T EID t
9 " 3 o - _ sO
T R E -r- CITE O RD EMOV IT
_ 1 E E -E E E E
r-�-- E - z E-�� _ BETWEE -L- AN -S VRD- ° C AIN
I I I I`' s C C C o o I C C NOT TO RDWY) : R V DITCH ;
w o ( 1 w STA 532+20 TO 5 2+85 L- {T
i:. I u - g BETWEEN -L- AND -SE VRD-
1 I I I R ° - � TIE SLOPE TO BA K *.CURB
I a s STA 162+20 TO 168+50 -L- LT
. SF oo ° 1 SEE CROSS S CTION'S °
BUS I '1' HT �..... ® �. D 1 , � , � i � � � TIE SLOPE TO BACK OF CURB
I I - o WILLIAM A. WYNNE SEE CROSS SECTIO S
LAURIE RENNIE WYNNE DICKERSON
DB 603 PC4 7 �
1 � I -a
DB 1205 PG, 72
.....' � � O � � � PC E SLD .188 � U �� WILLIA � WYNNE
O z sFD
1SFD , - � w S 08°II Q6 W 'f 1� �' -o D ,U 80
l PR��R - � C31 45.00' _ I „
----_______ H R aD _ r' coo co
'�� � � 29.5' SOIL
I I I ELIIS B. SALT2' -- w / o
-
w �T � �� �`b a � WI�.L-1AM A. WYNNE
W AV GRIFF�N WILLIAM'..A WYNNE`" /.......... .........
DB 515 PG 496 HOM DB­ 1202 PG 858 g Y J , ' DB 1522 ,,,P 653
I I L 'v DB 1276 PG �1 j _ PC E SLD 188 WILLIAM A. W NNE,
`I'�B 1202 PG $5$ �
�� i � WILLIAM A. WYNNE PC E SLO 188
0 A
' ' � DB 1131 PG 80
` - a
rri
L_7
N 12 1 '27•E
(�
120-57' --
Q 3 +
Q /
C N
�I
Q
>„
LCD ;-' 00 Ln
05°03'41• W -L- -SER RD- v' coo 0
100.00' PI Sto 536+76 49 ° `� �' 6
o = 2°0/' 07.Y (RT) PI Sto 34+31.23 Pl _to 41+28.27 PI Sto 53+20.57 m
5°59' 49.2" (RT J � r 23' 00.5" (RT J
D = 0 3455.5" 2°33 29.8 �L '
L = 346.80` D = l°59' 44.4" D = 0°4l' 56.3" D = l°14' 50.9'
o T = 173.42' L = 300.50 L = 197.93 L = 205.08
R = 9,843.00' �, T = 150.39' = 98.97' T = 102.56'
Q� SE = 0.025 o R = 2,871.00 = 8J97.00 R = 4,593.00'
RUNOFF = //5** L, C'
ocr � o
I

I
CT PROJECT REFERENCE NO. SHEET NO.
I �
R-1015 38
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
— ENGINEER ENGINEER
N
INC®NIP]L]E lE PLANS
DO NOT USE FOR //W ACQUISITION
I
PRELIMINARY PLANS
DO NOT USE FO CONSTRUCTION
I
PIS Sto 548+94.45 P1 Sto 555+33.32
I Bs = 9 38' 46J" 0 = /0°16' 02.6" (LT)
Ls = 148.00' D = 0°52' 23.3"
LT = 98.67' L = 1,175.91'
ST = 49.33' T = 589.53'
R -- 6,562.00'
00'
S.E.. _ 0.04
Ln
I
I
rn "n LO
rn
Ln rn
Ln
Lo T
I
i
v ,_?.....---
1I I ------ M .eo,so.�o N
I I I EIP W� CAP
I I I \ Lon
CU , �, � E---' UNKNOWN OWNER �.,
I I I Q TUR DE_Sq o 0
I I I M �7 Q 3 S/R�USNOC "'- N w �' 2O,
_
I I I -
i
W
z I I I W
�.Ln
0 L0
,.L......I..% I -- — — O STD. V DITCH
,L,.........�,,.,, _ _ _ _ z (� � r SEE DETAIL I J
- - .
mn-
Uj
- - - - - - - C + IRAN l —
c, - -�_FO— — - _ — 30
7 _ _ - - _ _T Fo
- v — - - - - - - k -
_ r Fo — — dd� _ r v v .�,
_�s -�rz_��—�tir��r'_� ' — — - — — — — -T Fo t Fo ,
„.
►v_
3801
_I o N
I I I 26.6 rn
N - -
= 380 �o 24.5 <BSr _ --
_I I I 2Gi --
.r---= --
to
'�'� _ 2GI 4.5 BSr _ ___-- �►
N O q E— _- N
I Cn N � __----
N
� N -
a 1
- OZ-
2
GI
W
380
5
-
I
4 RCP-IV
80
. ..
I
780 TAP
ER
,..J 75 - - — - - - - -' _ -
BST r
I I 1 � sI
1E CONC
K � /
I E O,N
— - A N >_
I ---�— w - w R
IW ET
E — 1
18 — 8
-- - __ we - - - - - _ 5 esr _ _ - _W-
i -- —
._. _._ CSR �_- - - �„m, __ ._----'''"'_---
(MOVE W — __.. _ — w
r CL 8 RIP RAP 6 z _
7 -� z -- - - G -- - -
E _ = - -- - coNC - N3j
2
r _ _
�+ E ESP r�- '�-� � y� - ; : .. -...,
I I I ERP wfAP END ROP.EXPRESSWAY GUTTED
L 552 78.5
n - - S + 0
0
V
�m �s ' --- - °�, _-_---- C
J `�N C.O. gE -��IA
t N L �0 s; 57
pg 425 PG P
I I I �' SM 1�H I
�3 � ,
I I /
DITCH CLEANOU FT
DB 630 P ` g
},...... + ca K
� +� r;
` un
RICKEY E. DICK � ��r `'�. � �� �
<i
ERSON w sFO � m'
DB 1232 P
DAVID ARLIN TIVNAN o
I GIIO �' � � �
R-!
3,.
N yo 5p`E DS.......336 PG ►023
I I I
RICKY E. DICKERSON U 00, ❑ I�
S GOVERNMENT PR P
DB 1522 PG 914 0 ERTY PROPERTY
I I I (CROATA U S GOVERNMENT
FOREST)
N NA ►ONAL FOREST)
NO DEED REFERENCE NATIONAL
(CROATAN
SEE CROATA � �
MAGGIE M REFERENCE
N PURCHASE TRACT 62n • SMITH NO DEED
I — �_ G 726 ROATAN PURCHASE TRACT 62n
w Z � � \ _ �'' DB 1447 P SEE C
p
N
a ° ° DETAIL ?
o STANDARD 'V' DITCH
-C co a � � (Not to Scale)
I w .o
m 00"ZV
Natural Natural 3 .SS SZ.SO S
( y Ground 3 ,�.� Ground
Ln D
� 0 Co
L L, o �� Min. D= 1.5 Ft.
Ln m PG'd^� FROM STA. 559+30 TO STA. 560+15 -L- LT.
Ln
s s �
o o W o_m
`CL s
ofo
SEE SHEET 67 FOR PROFILE -L-
� N 3
I �
I � �
I Q0
LP s
I

I
PROJECT REFERENCE NO. SHEET NO.
I �
Z
R_1015
OD
03
oN � W SHEET NO.
' o N ROADWAY DESIGN HYDRAULICS
`= ENGINEER ENGINEER
NAD 83 m
INC®MP L]E lE PLANS
DO NOT USE FOR //W__ACQUISITION
I
PRELIMINARY PLANS
—L—
DO NOT USE ]FO CONSTRUCTION
Pls Sto 561+69.03 Pl Sto 577+82.40
8s = 0 38 46.1 n A = 8°41' 19.9" (LT)
Ls = 148.00' D = 0°57' 15.5"
= =
U S GOVERNMENT PROPERTY:.... LT _ 98.67' L 910.49'
� T = 456J2'
(CROATAN- NATIONAL FOREST) ST — 49.33
R = 6,003.93'
I I I
NO DEED REFERENCE _
I I I SEE CROATAN PURCHASE TRACT 62n SE - SEE EXIST.
Ln N W
� � RAYMOND W. HARDISON v� 'I 'I °D �
DB 1007 PG 332
N
I I I PCCSLD214 '
I I I
110 ROBERT B. HARDISON I ❑
I I I ~ DB 1006 PG 50
_ PCCSLD214
Ln
D
Lc�
1 I L o o
Ln
.......—
V Imo. EIP W/ CAP io'eoz ° I, " 40BARA H. GIBBLE
I M .LS.L0.50 N o
�, o � a., �� , BIa8a PG 477 co
�o
Cb
UNKNOWN OWNER
J -
z
co
O
o v'
c ♦ n — EIP ❑ .L f �,....,,,i,....
.. - -- .. .. .. .. . . . . .. T..—.. —. -..
-�r
, ��
w
o NG
z _ � l 18 CO g Lu
W
Z I I I W O EPK RETAIN ❑g, ❑ O OEPK OEPK
O _ _._ ... ............... ..
....... l
r ,
> }
I !
co
W
370 -,I
� ,� I 1 � F W
W F t/3
...... ..
i I 1 f E
F F F F
� — - - - _ _. — _ _ �m �� — F
_ F
ETAI _ _ � F
_ -tl
, q
I
z .5 BST w
I
I I I ❑
N H ° RETAIN N �■� 0
O -
4.5 ,,
esr „ o TN- Lo
I � N _'S 6
v.
o
_ o
I I I z IJ _ 4.5 BST _
Lo
I I I ~ N � z - o
N a
mm* 110
u, IU
4
.5
BST
...
V
_ J B w/MH
�^
1. - L. .....I _
15
.,
2
GL..
390
.... . ......... ........ ..............
Z
_i
Ln
SR 11 17.5 'BST N EPK 'I, . EIP J
62 �❑ O O
J ,
,,. -- - - - -- - - _ _ -
N ,, — _ -- -- ,,,,,,,,,,, ,,,,,,
RE-. . ,,, w -R TAI _..�
— w
fT
� w _
AtN. :-
;_ .,REfiA �€fiAI ETAtN
w w
Itd N ,
R1=T
FPS TAI
Att�`�
t ,
ET
R I N _ L _ �-,
kv 8 —
�L ,oNC C � � _
8 C _ 1 ���, i_ 8 ( 0 NC
0 N C � 4. N 0
�, 18 NC C -
_, k — C
r-- — � CONIC
--
.- -Y-�
-_
" ,�J i.
„ -
I � -
m -f tP- I ( �
L _ '
_ - _ , � cD
1' AXLE c Co I
i -
U L' A / m SO
(' -
d - ❑I %> i �� a I 0 � TIE B CK '
° ❑ ti NOTE (TO RDWY) : ❑
N
SPECIAL DITC,Ei GRADE
c
0 0 I o I o NOTE TO RD TIE BACK m
I
`� DITCH SLOPE TO EXISTIN' EP
o p _ i �, o I ( ``�,) L- STA 564+85 TO "`57 +0 z
I m y - - - j Zw a DITCH SLOPE TO,MISTING EP
N ❑ of = _ -L- STA 564+85�T 573+00 /� cn X r o
❑ ❑ v r SAMMY E. EBf�ttON
sR HTR C J wM ❑ ❑ ❑ , ° W `� DB 832 PG 595
I I + IsFO 40"-cHH a NGIA I NANCY C. BAREFOOT c_ �
.._ .
- —
/ 1 L X,.. DB ZS
sFO L BELPAN$IA
❑� W 0- ❑ R
R.
a 41
PG 459
DB 1484 PG 886
CLYDE BE GA" G71 ' �F � I z �❑ DB 1462 G
I I I I x --� ISFD I � � N
x C O I i O
DB IOOz �G" 4 75 ( ❑ 3 ti I
�- 00 z
I
N ❑ CO �O ❑
°° ,
' T
❑ N
j I r
SHIRLEY BELANGIA POWELL I
DB 1345 P � � �-`' � �
❑� I
EM MA CATON BELANGIA
PC C SLD 302 ' �❑ EMMA CfiTON" BEL-AN m DA E WAYNE MAGEE
x �DB 1462 PG 846 B 870 PG 853
� I I I I I � ❑❑❑k�-, DB X462 PG 84�, I�' r-- ❑❑ _ _ -� I ,
EMMA C:HARTFORD � MB 3 PG 114 ?'
MB 3 PG 114
. A r
\.
DB 702 PG 30
4
o o T
• „ - -
- ,
_ ❑ N t.0 /
p�LA
z Z
(n to co Un 0 m
Q a a 1.
N oo w _N .r
I
_c O L O
L a
I i
Ln m m 1
� 3.6b,81.91 S Z
L
m o
QO °D w
L
I —� w
i — m
0 ro z
� N 3
N EE SHEETS 67 AND 68 FOR PROFILE —L—
Q c Z
Q� N C3
Ocr m N v o
I

I
I
663�33•F PROJECT REFERENCE NO. SHEET NO.
I
R-1015 40
03 RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
I I I I mss• Nq p-�--_
83
99�s INCOMP LE ]E PLANS
ti�^
DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
M »L£,60.90 N DO NOT USE ]FO CONSTRUCTION
I �
I I I PI Sto 577+82.40 9 so:)
= 8°41' 19.9" l LT 6�, %•�
1 D = 0°57' 15.5" ,
N L = 910.49'
'i o T = 456.12' ti '
�n N R = 6,003.93' ��•
`° W SE = SEE EXIST. �9 s
RUNOFF = SEE EXIST. 9 9F
s8
a
I , I I101L."
o �8 F
� �
I I I BARBARA H. IBB E F .
DB 1488 PG
I �
WILLIAM L. HARDISON
RAYMOND W. FEAR I 2
D SON �
.. DB 1006 PG 44 f r)
HTR P� ,332 ,
PCCSLD214
° PC; C
S b X214
F - 1
END PROJECT R -1015 �T �
ISBLK & FD AND U,
V ti
j
-L - POC STA 579 +17,25/ ISBKO
F
LLIJ
W
� I
a
I I — - - -' T 'o'!- - - - —
L C
ONC ONC= -'1. _ — — — — — -- — -T Fo— —EI�T2/W-- — — o — — a s
Z —'°tom'—'
— —; w
I _ _ _ -�
_ _ _
Z I I z mm,..... _ w_ — __
Q I I �. EPK — —w— — _ —w — — — -
- w — — _ RR SPIKE 0
VD N... - .....,... IEPK p „-,. . — _.. O EPK (.fl
L m D EPK EPK
.,..,.. L'LI I I 1 OEPK L
- _, ..._1.,, c EPK 0 O RR SPIKE O EPK 17.5 'BST RR SPIKE c i
w __
C7"Jo
I I I � _ I_
i REr
AIN I
a F
__-__ �, �4i1d-- _... ..� � _ RETAI►�
I I z z II
N �Ipl f ,,.,.,. ! QTR
f15- 70
I
,^ z ,.,.. 4.5' BST W ............... — -
J c --
--
I
W -- --
N
L
Ln
N
W I
I I I I —�- — — .,,-
- — _ — — — —
I I L
1...............1...... z 660
N + �
TAPER -
� I I I I I
L,,....,..L.,. IP `
L
OE \ —
c
_t J
y ... II°
I. ( w— :— __ -- ; I o 17.5' BST 0 RR SPIKE _ OEIP -_
' I I U = CQNC — — Ih SR 1162
— — , - —w-
.
-_ rt'—
-- — w- _ _ -
AIN;_- w — - _
-- — T- _ _ 8 CONC —` RE 8 GONC -- —I— _ — _
------------ —_—_—T
RETAIN T T, _— i�—_ 8
- — _'
�TA
v — — — — 8„co _ T RfrAtt „ —
RETAIN EXIST.Riw IP
LA
E
as
EOQ�3E E. MORRIS N
S't MMY E. EBRON
DB 324 PG 73 �B 1545 PG 572
X_ REBtCC JOHNSON SMITH
DB I 9 PG 982
WILLIAM B 975pKSON ROWS
I I I w G 98
m w
x---
X _
r�
WILLIAM JACKSON ROWE z'
DB 975 PG 98
J✓ N p
—
C �Cvl�w
”
Q �
-4�''�
LCD
L— 0
ww° s SEE SHEET 68 FOR PROFILE —L—
o fo Z %�°
ro N 3
O N !y
0 Qo to
acr 0 O
m
I

i
CT
9' PROJECT REFERENCE NO. SHEET NO.
I
R_1015 _ 41-
R/W SHEET NO.
---
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
O
INC®MP LE lE PLANS
DO NOT USE FOR //W ACQUISITION
PRELIMINARY PLANS
I
DO NOT USE FOR CONSTRUCTION
NAI
r--
1I I O In
I I I (Uj .
5 Cy) N O �
Lci
Uj
I I I L1J G` \\ G �i tzI' N
O
I I l O Q * N UNITED STATES OF AMERICA m W
O N V DB 336 - PG 9 U4
\ O' DB 336 - PG 72
I I I
LO ` ` 0; 1y`/ (j 7375.2 AC (DEED) SPECIAL CUT BASE DITCH
I I I t� �� F '�c SEE DETAIL A E
IN LLJ
CL B RIP 1�P \ W
4109 F F / 1 \ R C N
- - < <
I I I v v m / v C < �w
- <
C -
m 1 \ \ �n w END SBG AT � � � �� F / 1 \ � ��Pe• .. _ �-k� -�
15" I \ \ RP1AB- STA. 17+60 LT. �� , C - _
\ i
\ \ -c - - --
All f-
C �.- .--=--� > 411T - -WEB- --''-- .n------
I I 1 0.. N �� 41� U 350 - - - - - - - - " __- �►v , ��, ,
.. fV
I I -
- - - - - -
-WL6� cb T / -WLB-75'
,
_ a -
Z I I
p I I I L1J �' m - LO
O
3 M
- I I I
w o -- - - - - - -- - - _ _ o p
Z , ,
I I 3/ 50, 47.4„ W w W
OTCB co
I I
N tv
2GI 4105, N
� I I I u, ��► N / -- •.. ... ... , 4102 ; --""- 4108 � F >Z�' GI- Pk-�Z" _-•--- _�
I I I V o ,�� �, o 9V 6-S
4101 3 - -
/
I I I . 2 w w - - .� - _ - � o �' 4 5 8 -- FROINI 24- -- N,®T',F G H
66 GI • -k;,- ' - _ o W ,---' p 2 --- WING HERE
LTW I I I I \ //VC 7
N
Ty _
,.,., .,....,
< W
O END SBG AT
I I I( I I \ m T-1 ..
- FAO I G ,.,My,,� 4r,C n Y _ _
.j -RP1 AB- STA. 17+10 RT __77: H
/ -D ,
-I
<
0 407 - Cl L CU B SE DITCH -
I I I o_ aN� � �'� < MA
_ // , SE ETAIj A- - C
-,
C R Z
E
- - - - -
ti
... _1 O
P RAP F - --- ,-- - a . M .o o C o �--
1 -3 3' m
11� cn rn
- ��
SPECIAL\t �- / rn
,-,- ,- �-„r-'�, �" � t �� � , � � � �y GRASS 1 1 � � o
_
( I J
�- D DRIVE ACC€ L ao -D -U N m
E - & t \ ptr o m
_ - ti n
C C7 m - cn
3 133
� .8 � � � �,�..�' � � �cr:'ti- to 33 Off m
51
W
- _ - C © ��, -o 'v
I TH IFS• y .y .
AT ,- RO
33 I
� � . Epp P PG 5 z
L_ C �''° D S WELL 15 N N
I .,.---�' � ,- -='� �- ..- E---'�'' �,.,- .' � � ' pRM pg 1936 esr
`I P
OTC 5+00.00 - # �� STANDARD BASE DITCH WITH RIP RAP Q �� C.) O
�. -�, �T -, _ - SEE DETAIL j_ n
- _ - �- �w DDE=65 CY I UN
RIP RAP=100 TONS
M T C w I .
GEOTEXTILE FEBRIC 326 SQ.Y �-
` ` 1/� �' ', � :�- ��� R �-�,.,_r^."'� '• � � �e - 00'9
'LV UNITED STATES OF AMERICA
CINEMA
DETAIL A ° DETAIL ? c�
I i 1
..._...SPECIAL CUT BASE DITCH W STANDARD BASE DITCH
(Not to Scale) 0 (Not to Scale)
I I 0'' `�, +
ilY .,
Natural Natural ' ' DETAIL A
I
Natural �� 1 0� Front .Q Ground 2 j T Ground
eti
SPECIAL CUT BASE DITCH Ground all", b'• e< Ditch W d
SEE DETAIL 'A' D F�° Slope W SPECIAL(N CUT BASE DITCH
•a Atr' . ' '' � � � Geotextile g
Min. D=1.5 Ft.
L BJ Min. D=1.5 Ft. Max.d=1.5 Ft. Natural o< Front
/ l =8 Ft. When B is > 6.0' 1
L'•' _ B=8 Ft.
„ Std.No.876.01
Ground 3•� D b' het
Slope Ditch
FROM STA. 0+00 TO STA. 36+08.47 -RP1CD- (RT) Type of Liner= Class I Rip-Rap I�( Q
-yJ Min. D= 1.5 Ft.
STA. 10+70 TO STA. 28+00 -RP1 CD- (LT) FROM STA. 33+00 TO STA. 34+00 -RP1 CD- (RT) B= 5 Ft.
/ STA. 2 3+00 TO STA. 30+00 -RP1 AB- (LT) -RPIAB- -RPI CD-
-RPIA-
4 Pls Sta 29+11.06 PIS Sta 23+72.47 PI Sta 2/+l5 30 PIS Sto l8+57 70 Pls Sta 32+18.34 PI Sto 34+52.03
C to FROM STA. 7+62 TO STA. 8+20 -RPl AB- RT.
- V PI S 6+08.39 Pls Sto 1+27.
102°27' 39.Ou (RT) Bs = l°56' 40.7" es = 2•18' 54.7" 8s - 2 14' 27.6" A = r 00' 00.0" QT) Bs = 2•14' 27.6" es = 2°06' 19.9" A = 5.42' 30.3" (RT)
D = 17.28' 05.6" es = /7e 29' 42.6" Ls = 232.00' Ls = 231.00' D = r 56' 24.9" Ls = 231.00' Ls = 231.00' D = r 49' 22.7
L = 586.56' - - - - - 0/' LT = 154.01' L - 3/3J4
Ls - 200.00 LT - 154.68 LT - 154.0/ L - 360.78 LT - 154.
T = 408.39' LT = 127.46' ST = 77.35' ST = 77.0/' T = 180.61' ST = 77.01' ST = 77.01' T = 156.70'
R = 328.00' ST = 74.24' R = 2,953.00' R = 3,143.00'
I �
SE = 0.08 SE = 0.035 SE = 0.04
0
SEE SHEET 71 FOR PROFILE -RPIAB-
�' SEE SHEET 73 AND 74 FOR PROFILE -RP1CD-
0 fo
N 3:
SEE SHEET 70 FOR PROFILE -RPIA-
= Q
Qcr
ocr
I

I
CT PROJECT REFERENCE NO. SHEET NO.
I �
61•zs' R-1015 42
I
S°OZ N
03 RM/ SHEET NO. ---
66•ZZZ ROADWAY DESIGN HYDRAULICS
3.Ib,Z0,6 S ENGINEER ENGINEER
H VELOCK CITY LIM
INC®MP LE lE PLANS
DO NOT USE FOR %W ACQUISITION
ITY OF HAV LOC
N p
DB 983 .- 59 PRELIMINARY PLANS
IID® NOT USE ]F® C®NS°1PI$UC'JCI®N
f �
...........
I
LC) 1,3
COMMUNITY CH TIAN FELLOWSHIP, IN •
+ /
I I I REALLY BIG STORMS DB I - PG 365
I I I HAS WATER HERE s
5133.. . 3 SO M (CADD) � °•o , ,��' ............ ���
UNITED STATES OF AMERICA
DB 336 - PG 9 \ �+
I I I
DB 336 - PG 72
7375.2 AC (DEED)
d,
2
15 HD E
Q w K VENTS
000
BST fi_r
\C�
F
o 0
0
/ �� TRIAD °TERMINAL COMP.' a ^'
CHURCH iA
D
I I I FLOW OPEN CHAN 6 . �� 1 � �� KANGAROO
o� 1194 - PC 698 VY-� d/w
ING
� KAN O O B
_ . - - — - - 36" PE L BST s 141 HA (DEED)
AS E
OW
G 6 D��
_ ..•..., .,, - P Mrl COiyC 2 c
��
p --• CONSTRUCTION
I I I R DI __3 �-fbPE END
_ --- ° g ,Z • -I' � / /' CANOPY � � �T
\! J n
3a6 80°ZZ �,, �� �� ����
—R STA.42 10.21
,w' �;�� ' � �' o DETENTION
P,IAB f
SPECIAL 1!JT BASE DITCH g • POND
IL 'A F 125
SEE - F F_ F — _
I I I FLOW F
. aNDa O
\ � A O p •.
CONC ?NQa„g wti
T Fo_ — ti LT photo 3165
F 300 �—� -- i —T_
I I O __ r _ __— ti _ �_± E)
_ �_ — / o— -__ ST S
I I F O - - - r Fo _ --T— c
i
I I -„'-� , L �N
4, CQ — — _— _/',,... - — tiff
E _ �._
_ -'`✓ _
.rr
I
- --- i U S !
I I e _ s 1.F -
i --
T
LLJ � :— ..._---- � -::__„_„ -...._ • ,—•• . ”"`.mil '�'I _
----
I o _ ...
20 c .._.
z ti
I
y
- . -_... :_- • F 35'BST "_.•-,... _ "_.,---."",
I L I 1 420 15__ ti
I L
-- REMe - - - - --_- - - - _ _
- c- — — — — — - 3
I — — T _._ — — T _ — - r
- ----_-_ mow.:.. ,••_
to —
_ — —
: �171rJ
1 I L P _ _
_ M
D .. o _
_ a
_ <n n,
_ _ _ Q z
30
L I I LT
- „
i
......' \ � --�_'_ °- —
PHOTO. 3124... ,, cV �o� E 4
M �V� LUTIBASE H \L _ _
SPECIAL DIT E`3 W
� 1� c� ; � o, 'fit'. — . ;
L I I
SEE DET
? - "
�s m c3-
6 42 o 6
L I I K .w o ,
ISB � HARDEES -- .
Q 1 � r v r, CON.. _
I j
i S C
Q 00
PHOT � y� I US � 60 CONC � '
B I _ v . I z BST ISM I c 13,66 m
>h�, DI !-I FILLED IN � � a I o
SMITHFIELDS cw . � BST z �, X> I BUS BBT
f
L 420 ,° £ ° � "' �` EL CERRO I Ul
- 1
I) ,? I Q MEXICAN c�
_I I / 3
I I qA9 °' I -
� `" L-' ".," =."_ 3 ��;s Q EYE DR �`' 3 � _ o I� '
P
I I I 65 - lid _
sM
°I I
j= � z u,
I � p� � 1 � I llz BST
BUS o ,
I ( B T `- `t � ° BST IsM, ���c-III i � v , cN
I I I \ r JOEL R. BANKS
Hq VEL OCK Bus �� � . o esr
1 III 11 �; DB HWY �0. LLC X DB 1427 - PG 618 or3 WADE C 1 m _
I ( I FEDERAL C NIO I 1 1 m 3147 p0 3682.654 SO- M (DEED) ti N a3 qRY �;
7 1 t 1 568 w DB ENTERPRISES Q J I I , I I
I I I 1 1I I ____ _ -- _, Q ►155 _ PG . INC N
1 -
I I I Z 1 G 1 ; --_ ___ — ' o 282i SO 1127 ' DB 2
N --_ / �`` �` OO's�i �Cq ©) s X _'-- FIRS T STATES
29 PO 312
r D 3•�b, ! EL CERR Bsr NV
I I I •, `ens c'� 0 1 �i1 o • sz°oz S 0 GRANDE ' - ESTORS
Q "�-r!?M_r^ !M_ 'Lr . , I DB 2119 PC �6. INC ' 2105 LL
10000z I �r ,19•ss, P C 407 C`
I I I o I o0 11 .oZ "' Y _s ° z I 3.fib, C G SLIDE 6 ---_
�r 00 9Z°OZ S C
I I I I NN
LO
V
o
19•,21
I O
L a M .b�, Z��Z N Q
I
BST
Z
so \
`
DB jD•SLIDE 6-C
B08 HIL 347 pC 1092
i
e� . . . . . . . L EN
BM4 ELEVRTIO = 270 1
ENTERPRISES, INC.
N 4092 NEMA E 26 1714 - • DANIEL G. KAMIN HAVELOCK ENTERPRISES
R1015C-BY STATION 71 297 RIGHT DB 1522 - PG 851
RR SPIKE IN NW COR, BST PA
. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
DETAIL A
-C SPECIAL CUT BASE DITCH
(n (Not to Scale)
I �
i
I
-C Natural O� Front
Ground 0. e< Ditch p_
L� D F�° Slope -RP/AO
LBJ Min. D=1.5 Ft.
Pls Sto 29+11.06 Pl Sto 36+69J8
13=8 Ft. es = 2°18' 54.7" A = 26°40' 57.9" (RT)
O o FROM STA. 0+00 TO STA. 36+08.47 -RP1 CD- (RT) Ls = 232.00' D = l`59' 45J"
STA. 27+55 TO STA. 42+65 -RP1AB- (T) LT = 154.68' L = 1,336.90'
ST = 77.35' T = 680.80'
R = 2,870.73' SEE SHEETS 71 AND 72 FOR PROFILE —RPIAB-
o SE = 0.035
Qcr RUNOFF = 231'
ocr
I

I
i
I
C PROJECT REFERENCE NO. SHEET NO.
I �
R-1015 43
03 R/W SHEET NO.
ROADWAY DESIGN. HYDRAULICS
ENGINEER ENGINEER
I I I I
I I I I
I I I
I INC®MP]L]E ]E PLANS
I O ISO NOT USE FOR %W ACQUISITION
y 2
PRELIMINARY PLANS
Q Q Igo NOT USE Foil CONSTRUCTION
� CID
I I I a0,
3
I
I
I I I
I � DETAIL ? o �
I I I CUT DITCH Q
O � (Not to Scale) M
I Front
I I I
I I I I * 3 � \p0�e D r � Slop Gound •� Uj
�I
w
N n
F
I M Min. D=VARIES Ft.
I I I V) '
FROM STA. 35+50 TO STA. 40+50 -Y3- (LT)
V
CL
CL
I
I I I BEGIN GRADE
I I I -Y3DET- STA.38+67.63 ER Z I I E F N P •�- °E TIE ? , E �'� ....................... ............ .IR E O DET- E �{ — / ...... ..
BEGIN CONSTRUCTION E Iv , woods ~ N
N I I I )DS —Y3 STA.34+77.69
� woods � :� _ �-- '' _...- � .
F
_ W e
Lu
F _1P _
I I I E I o _ — EN� SSG-�,�- — :....
I I I _ — -Y3-
E C -STA' 44+60 „,m. ..
F
I I I
R/W y N y c _ �„ ► =X 3=- TtE 4 /
.g� g .... - GRAD 350 TL-3; 2GI
1f G
T
I I I
f�10_ R _l(�
I I
ai E ROAD to F
I I I Lu
I
— — — — — — — — — — — — —
TC — —
I
R
r
iT R/W
200' RIGHT TURN TAPER
O _ E-1l osE nvs U
F ” - _ END S8G AT 430 LO
I F STA. 44+60 -Y3-
I I I VOODS
II I WOODS g,RO E, woods F F -" F C"B-RIP-
�
I + WOODS 430
I
I I I I QTI
I
I I I I 400' TAPER
I
K DETAIL ? Q)
I
I ( I CUT DITCH
(Not to Scale)
I I I
Front
Natural 1% � Ditch
Ground 3•� D F�pet Slope
Min. D= Ft.
FROM STA. 37+00 TO STA. 42+00 -Y3- (RT)
I I I I
I
I
I
I
i d
CO
O
I
d O
—Y3DET— -
I
m PI Sto 38+06.06 PI Sto 46+84.73 ;
Q =
9' ,59' 00.0n (LT) Q = F 31' 10.8" (RT)
I �
D = 5°49' 21.9" D = 129' 37.1"
L _ 165.73"L = 243.86'
T 83.06 T = 122J6
i R = 984.00' R = 1,640.00'
I
Ln SE = 0.03 SE = 0.04
L
RUNOFF = 77' RUNOFF = 84'
I /
O
SEE SHEET 76 FOR PROFILE —Y.3—
0 f
ro
� N 3
I �
0
Qcr
I L� ••
Ocr
I
I

I
0- PROJECT REFERENCE NO. SHEET NO.
N
R_1015 44
0 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I 00 � -
I I I
� INC®NI][�]L]E lE ]�I,A�NS
�
DO NOT USE FOR //W ACQUISITION
W '004
—� PR EILINIIN ICY PLANS
DO NOT USE ]FO CONSTRUCTION
I I I 24o2�,2a.
5 265.0 /J
0
I
I
� W
I I I
FOREST OAKS MEMORIAL GARDENS, INC.
DB 1055 - PG 812
I I I o0
DB 1039 - PG 450
Lo
VIP
X�O O w�
I I I (0 o 0
I I IQ��� �' N►"�pNR - PG A3
ioo.00' Q D8 Jp58
I I I � � �09•�� ROBERT SAMUEL CLARK. et ux
cn I I I ►P
Z I I I O w DB 654 - PG 223
p I I I � �. S 2 99.92 2. DB 1011 - PG 798 ° V
N '� '� w E►P F A� SZ EEC g m gst
ui b /
• g9.Ig 0�
I
60 \ SON• et vx pNE \ R cone
68+40.15 P
I I I o° \ •ANN PG T3 PT Sta.
�- 10
K
6�5 ' N �e F ° r sKeo. . PR�aN /' °Nc
F ° pRN Da ° o BS �t RA�� �2'
E.S p,Ng 69a
CL B P RAP / JEa 86 P ;, ° eK ° �N� ► ` r
• � A /4` '. , ,� ,r � �� `cam E►R ''
► \ ,. i
N R
4 SEND SB T ` ' ►► ,,,
I I I 0
5 \ � i _ A o
I ( I 440 STA. X55 �Mq
, ; ' .. '1� ,•;,, �� � 11�' � ltd � �V14,,,.,�" q -" -, ,,, ,,. ",,,,✓"
coN o 1� , eK w a� ` R 1 ' • /
o
\ ^. M f l
W� s - //, eso ►► ►► •S `W O `WjZI a i, �....;,,, "✓ .
I ( I v v F ids w • ► - i
, f '' ►P c°N �/
k"4
�, \ � C''1�pE ► z ► Z ► c, / 4'j ,
a - 0 C�� ° `o ► ,,,, �s�•GIN o N
v F ..: CONS � � NC �5 eK �° ► ►
V 0 ,
I I I G v v F �� ► -
"SO — ; Q3
- s s ► R ►15.0 —� / — — END CONSTRUCTION
I ( I E SBG AT ia11
r�
I ( I + -Y3- \ \ ` C ► ► 6S6 ►P �2�opNC,,,,,.,�/ o / 15'.CO -' `v� w�R6 c —Y3` STA.73 f8�.89
STA.
Vo
r \ w - C w C°NC 6s „-- j 11� 1g 5' ' 48'epRe
►gym R 15.00
\ o
°nos \ ` C
col) _ ,i
._ off- F
F F F R NpRO -p
F F E► ° Z
n ,
CIO, -y
I I I Y, X00 /Q
I I I ROBERT SAMUEL CLARK, et ux
DB 879 - PG 362
END I P
I X
I
I
I
Y3DE GRADE 66+15.64
—Y3DET—
c- P1 Sto 65+61.66 P1 Sto 65+31-96
p = 5/°22' 42.8" (LT) p = 38.13' 23.0" (LT)
D = 8.18' 56.8" D = 5.57' 37.2' W
T L = 617.84' L = 641.29'
T = 331.43' T = 333.09'
R = 689.00' R = 961.28' W
Li SE = 0.06 SE = 0.08
Ln
RUNOFF = 126' RUNOFF = 192' Z
L W
� � O
� O a
N i
—°- WEYERHAEUSER COMPANY W
°--� DB 1048 - PG 1014 ,0000'
o ro ,
� N 3
I �
SEE SHEET 77 FOR PROFILE —Y3—
Qcr
ocr
I

I
PROJECT REFERENCE NO. SHEET NO.
I �
R-1015 45
03 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
I I I I
N MICHAEL 0. WOODRUFF. et ux
I I I DB 1494 - PG 68 INCOMP LE �E PLANS
w m
PD
DO NOT USE FOR //W ACQUISITION
N Cb PRELIMINARY PLANS
DO NOT USE ]FO CONSTRUCTION
o -
� m �7
I
I I I
I I I
I I I I
I I I I
I I I
I I I I I I I I I x °57
'6
F
13" E N 60
N 60°57 30.66'
N 60°57'15' E 73.23'
Lo
98.2 ^
OD w°° 0
Z W
I I I _
I I I 00 S 6 °35'05"
I I I p p (V S 6231.76 5W W N 71.50' i
w
Z cfl Z
� a' w
ko
I I I
lz N a N "' /
1 _ 2
I I I oN o N) -4 Wa m 3
ti � o N Q N
0o ti bo 6'. W
I I I co -j �rn
m cr-
MARGARET LLEN JONES
j j w _j o N I DB 1493 - PG 142 /' �, N - N
W Lq
I I ISQKD � , 1 1 W
I I I EXIST R/w , ► , 1
cn I I
I o I CON _
APO D
I�
Z I I I ' ► BST N f 1
0 m EXIST I I / WOODS 1
-...�E�p�
N o SUNSET RO !�-' R/W MONI ► 4'CLF '�
o SR ,7s� aa— �_ -_ W
W I I I /9.5'BST) 12' j— EIP /
I I " coNC � 6'BO ?Q/'/LT ItL F. WAL�"H. IV, t /
ExISr I I ..,,�2•Cf'' i 6 �,R DB 1153 � PG 05 WLE� ° � / 5'_ _
I I I R/w � EIP —
_42" P F f
F F — —
8:I TAPER STA. 39+90 -Y4- 41
COLLAR
0
.,_
� GRAU 350
d' -
� A,, XTEND P A
I I N -
M -
N
EX's p_
r wF
A C NAIL
R/W MO�
RR SPIKE p SUNSET ROAD
SR 1747
• N
"
M WILLIAM D. WANICK. ux et /, .....F X
N _
I I I DB 596 G 3
o PYs,,, ...., r '. . Tr .
0
w - - 24 r 7 Y� Ci. ( 5
;+ 5 c" 8.1 TAPER N
✓ — , BEG. SBG AT
00.03 42 C r t ��. . / �. U
NAIL y1 E
I / STA. 39+90 -Y4- RT.
O E R/W LIAR C , ' / A / WOODS I WOODS o 450
I ( I EIPAN ErTENq '� 0 "' C " — _
I ( I 83304 g0,0 PHOT 3228 °
cli
11 ' -- —
_ _
�t
I ( I 2W 3s ��11Iso °� 1 1 �� (� I JCL B RIP — — — —
I 884 EIP „/ I�
7
I I I EXIST � 1 W
I I I R/W Mo BE�il ' Cd NST R°=CT ION �? .00. F z
/N�I 32(80.83 1 F _ _.. _ 19 J
E�� - FE - - -
I I /MALCOLM D. CIESZKO
I EXIST - DB 1092 - P 361. ,
T YP° _
R/W MON / w
► ` V
EIP / �• I 1
PK
1 1
1 1
I I I NAIL 1 1 1
N a IL O O BEGIN GRADE ' I
-Y4DET- STA.35+88.52
CL
Q- XO
uj
LA
I
1 X
�O
i 6O•oo, Q' (�
N
}\y EI —Y4 — Q-
DET
I
P
PI Sto 35+83.0/ PI Sto 39+46.3/
m ~"' A = 16°55' 49J" (RT) A = 16°55' 49.2" (LT)
D = 6°59' /4.2" D = 6°59' /4.2"
/ L = 242.30' L = 242.30'
T = 122.04' T = 122.04'
yoo
R = 820.00' R = 820.00'
SE = 0.06 SE = 0.06
Ln
RUNOFF = 114' RUNOFF = 114'
I
L
I /
° O
L
r' C
O fo w W
� N 3
O
SEE SHEET 83 FOR PROFILE —Y4—
ro
Q
SEE SHEET 90 FOR PROFILE —Y4DET—
ocr
I
I

FINAL MINUTES OF INTERAGENCY 4B MEETING FOR PROJECTS R-1015
A&B (HAVELOCK BYPASS) ON 6/20/02
Team Members: Andrew Nottingham-NCDOT Hydraulics (Present)
Mike Bell-USACE (Present)
John Hennessy-NCDWQ (Present)
David Cox-NCVvRC (Absent, provided comments on plans)
Howard Hall-USFWS (Absent)
Lindsey Riddick-PDEA(Present)
Ron Sechler-NMF (Absent)
Cathy Brittingham-C AMA(Present)
Bill Arrington-CAMA (Present)
Participants: Ken Burleson-TGS Engineers
Mary Frazer-PDEA
Nya Boayue—Roadway Design
Ted Walls-Roadway Design
Jason Davis-NCDOT Hydraulics
Marc Shown-NCDOT Hydraulics
Rob Ayers-FHWA
R-1015B
Andrew Nottingham began the meeting with a brief overview of the project. He noted
that this project is a merger project and that concurrence point 4 had been agreed upon
and signed. He then proceeded to go through the plans sheet by sheet. It was noted that
the majority of the project is to be built as a fill section since most of the project is in
wetlands. This helps to eliminate new ditches in wetlands.
Andrew Nottingham noted that the project limits had been extended at the beginning and
that additional wetland surveys would be needed from station 10+00 —L- to station 18+80
—L-.
A general discussion about ditches in wetlands followed. It was noted that where the
bypass connects to existing US 70 at the beginning of the R-10 1 5B project and at the end
of the R-10 1 5A project, that it would not be possible to eliminate ditches in wetlands.
This is because in some cases existing wetlands along US 70 are immediately adjacent to
the existing roadway ditch. Where the project ties into the existing grade along US 70
and where widening occurs along US 70 new roadway ditches will be used in the
wetlands in order to maintain the existing drainage along US 70- The question arose
about how wetland impacts would be determined in areas where an existing roadway
ditch is immediately adjacent to wetlands and a new roadway ditch is proposed in the
wetlands due to the widening of the existing road. Mike Bell noted that as long as the
new roadway ditch is at the same elevation as the existing roadway ditch that no
additional impacts would need to be considered to the wetlands adjacent to the new ditch.

However, if the new roadway ditch were at a lower elevation than the existing roadway
ditch, then additional impacts to the adjacent wetlands would need to be determined.
The location and placement of equalizer pipes in wetlands was discussed. Cathy
Brittingham noted that all pipes in jurisdictional wetlands and streams in CAMA counties
must be buried I foot below the stream bed or natural ground elevation. Based on this
information it was noted that in most cases a 30 inch pipe would be the smallest size pipe
that would be used for an equalizer pipe. Mike Bell asked how equalizer pipes locations
were determined. Andrew Nottingham noted that they were placed in low areas in the
wetlands, in loop areas of interchanges to maintain surface flow and where the wetlands
were flat they were spaced approximately 200 meters apart depending on the situation.
It was noted that the ditches along existing US 70 were not considered to be streams.
It was noted that it is acceptable to place 2GI's (median drainage inlets) on equalizer
pipes.
Andrew Nottingham noted that the bridge over the railroad and stream (Tributary to East
Prong of Slocum Creek) at+/- station 42+00 —L-would be lengthened to span the buffer
zone.
Andrew Nottingham noted that the length of the bridge over the East Prong of Slocum
Creek and its associated wetland was set based on the length shown on the sketches in the
memorandum to John Conforti from Ken Bureleson dated 4/21/2000. He also noted that
the length of the bridge had been increased on the east end to span the buffer zone. No
deck drains will be used directly over the surface water or buffer zones and they will be
eliminated as much as possible over the wetlands. The proposed bridge length is 493.2
meters.
Andrew Nottingham noted that he would look at using a preformed scour hole at the
outlet of the 400mm (15 inch) pipe left of station 14+50—y3- on sheet 20.
On sheet 20 near station 75+70—L-there is an existing ditch that drains through the
buffer zone. The drainage plans call for a 750 mm (30 inch) pipe under the road in this
location. Drainage from roadway ditches and the median discharge into this existing
ditch approximately 310 feet outside of the buffer zone at this location. John Hennessy
noted that drainage from the roadway needs to be treated prior to entering the existing
ditch at this location.
The detour for—y3- (sheets 20 and 27) will impact wetlands and a determination will
have to be made as to whether this will be considered a temporary or permanent impact.
The crossing at station 82+00—L- sheets 21 and 22 was discussed. Andrew Nottingham
noted that John Hennessy had verified that this crossing was not a stream but that it was a
wetland during a field review on 615/2002, Mike Bell said he would concur with John
Hennessy's determination- John Hennessy said he would prefer a longer pipe that

follows the alignment of the wetland rather than a shorter pipe that would require a ditch
through the wetlands at this site.
R-1015A
Andrew Nottingham gave a brief overview of the R-10 1 5A project and then proceeded to
go through the plans sheet by sheet.
Andrew Nottingham noted that the length of the bridge over the Southwest Prong of
Slocum Creek and its associated wetland was set based on the length shown on the
sketches in the memorandum to John Conford from Ken Burleson dated 4/21/2000. He
also noted that no deck drains will be used directly over the surface water or buffer zones
and they will be eliminated as much as possible over the wetlands. The proposed bridge
length is 274 meters_
Temporary work bridges for the construction of the bridge over the Southwest Prong of
Slocum Creek(project R-1015A) and the bridge over the East Prong of Slocum Creek
(project R-10 1 5B)were discussed. John Hennessy and Mike Bell agreed that temporary
work bridges should be used for the construction of both bridges.
Lindsey Riddick noted that the issue of jetting of piles for the bridges would have to be
addressed. Mike Bell and John Hennessy agreed that this topic will have to be addressed.
Andrew Nottingham noted that the Roadway Design Unit is working on shifting the
alignment for the temporary detour needed for the construction of—y4- on sheet 32 in
closer to the existing road to reduce wetland impacts. It was also noted that a
determination would have to be made as to whether the impacts to the wetlands would be
considered temporary or permanent for the—y4- detour.
On sheet 9 there is a ditch shown in the wetlands from station 101+60 —L-to station
102+20 —L- on the right, Mike Bell noted that the ditch should be eliminated in the
wetlands as much as possible and additional impacts to the adjacent wetlands included
where the ditch could not be eliminated in the wetlands.
On sheet 20 it was noted that the proposed 600 mm (24inch) equalizer pipe at station
133+45 —L- and the 450 mm(I 8inch) equalizer pipe at station 134+85 —L- should be
made larger in order to bury the inverts I foot_
On sheet 21 it was noted that the proposed 600 mm, (24 inch) equalizer pipe at station
144+55 —L- should be made larger in order to bury the invert I foot.
On sheet 22 it was noted that the proposed 600 mm (24 inch) equalizer pipes at stations
146+40—L- and 147+40 —L- should be made lager in order to bury the inverts 1 foot.

On sheet 23 it was noted that the proposed 450 mm (18 inch) equalizer pipe system from
station 149+80 —L-to station 150+20—L should be revised. The median drainage should
be separated from the equalizer pipe and the equalizer pipe should be made larger and
laid on the same alignment as the wetland.
On sheet 25 Andrew Nottingham noted that the proposed double barrel 2.7m (9 feet) by
2.lm (7 feet) reinforced concrete box culvert (RCBC) at station 155+40—L- (Tributary to
Tucker Creek) has been designed with a low flow sill at the bankfull elevation and buried
I foot below the stream bed. A cross vane rock weir has also been placed at the outlet
end to help protect the stream banks.
John Hennessy noted that we need to look at providing treatment for the stormwater
generated by the additional pavement and gutter systems where we have eliminated the
existing ditch between existing US70 and the service road on the right side from station
1160+010,-L-to station. 1.72+00.
On sheet 34 Andrew Nottingham noted that the existing triple barrel 2.741 m(9 feet) by
2.143m (7 feet)RCBC at station 13+67 RP2AC (existing US 70) on Tucker Creek would
be extended on the inlet end only. The outlet end would have the headwall raised to
avoid extending it on the outlet end. David Cox recommended to try and bury the inlet
invert of this box culvert extension I foot per a note on plans he returned to the
Hydraulics Unit. John Hennessy noted that stormwater runoff from additional pavement
would have to be treated before entering Tucker Creek in this location.
Andrew Nottingham noted that in previous discussions with Bill Arrington that a CAMA
permit would not be required for this project as long as the existing culvert on Tucker
Creek on US70 was not extended on the downstream side.

...................... .....................I ..................... ......0041 01/S+691 y1s MAMINO 9"]OKMNi a I aw 11 1A -19 NO bNOYi ..........-—--------- ................. .......... ............ ..........VIS 6011110 Wfl 1911l a 01 ow 11% ..............NO 19NDYl SNM)MQ H)Nj 9 .............L. Inliom 11
�7 .. . .............9z =CMS A low I Aq ttwo FO =Ai t1�7 59K910=1101S I'll'i 90,11) 101s 01)61 ................WO 41 miti mifilin V 1100"19 9110A NO tW lie a P/A 181 I t .............1%LL+58[YS 01 L9+9Li YIS _"i"0 Pon �m 1771 M, PON lfx�1111, 1, I—— A'fl 97 ;�Mms lA 0,01 zRag 10011M .. ........44 90,10 401S%OD"IMNO, T�10 =,ll -N-4 LOOMPNOB icro =0 61 VY zi Vill) 10 WHIZI NO iM U0 @N1 0 18 I 10A L9+9L[YS 01 01+5A YIS ............... ..........V Ito ...........IA ITO =a .... ...... ...... .................. .................................'u 0,01 =14MIA wnoNs ............------- .........................1A 00 =3dols 01) ..........0 LW10=011S IVNIOWN01 .. ........-- ---- i60 7- ---- t I
P =1 C ................A]V18A OMBYS 01 00+QL I V l ..........loft: swo..... . .........51'0 DNIMI'M SM ONY 1 Rolm iiWOD 19 0 SNIX H)N1 9/A ......10 I 18A 041 YB 01 L5+691 V ............... t....................... .......... ............SISAWNY offis ........... ....tW
... ........... ll................. IR L............... i -a 10 N O'�*A *j TI,
............. .......... .... ............ .................................. . ............ ............ ., L I.1 f.� . ­ 01 t..........?)alo q3SPAON jo 3x sn lom .......................... ................. ................C#� 6'CIE01 N0103S ...................... ................LL'91 ------LL'91 OM) 0
iiON11110 s 1V)O1 ON Ikj)iA opino ............................ ..........-............. ................................................ ........... .......... A U QA V2 I............... 1.I'll.%�-111,-11 "I'm "I I.................. .................
................. ............................ ...... ""I,......3%ME GIs ou Jo byj sh oll Nil DR:,Z1581 NOIINS 9 ............ t .......... ...........9.91 8.5 a3SOJOIJ 1,81 tz'Ll 6-91 ........................ ................................tI................. ............r- Now IMIN
mnlYN 1`81 KLI 6*91 9'91 8'91 ............... IEno, ......... ...JA ............t .......................................... ..........61 DOW 3) Ad .......... ............ ............ L IN N ti...................
981 00-11 00-481 00-11 00 zol 00 181 N 081 10""6LI 0 ILI I Lb 001LI 00 9b 00 ffl 00 �Ll 00-lb 00-11 00+OLI 00-691 00191
SITE DATA INFORMATION TO BE SHOWN ON PLANS 01
Drainage Area 5,8 SQ N........ .... Source ..............QUAD MAP­MASONTOWN...................... ......................................... BRIDGE SURVEY & HYDAULIC DESIGN REPORT Wign: Discharge ......cls, Frequency.......A........ Elev I.........19........ fiver Basin NEUSE Character ........ RURAL SWAMP--- ....................................... .......................................... N.C DEPARTMENT OF TRANSPORTATION
11111
Wl
Base Flood: Discharge 1080 CLASS C,NSW DIVISION Of HIGHWAYS
.................ds. Frequency.......10....... Eley I.........!T T.....I Stream Cladcation [Such as Trout, High Quality Water, sicil —........... ............ .......... HYDRAUUCS UNIT
Overtopping:Discharge--- .Nk NONE[NEW LWIOM RALEIGH,N,C,
----- -------ci.f.s. Frequeng ....... yr, Hey........... .....J, Data on Existing Structure -------------------- ................... ........................... .............. U
IOT EXCEEDS 50�r DENT O�
WA $1...............................................................................Total Waterway Opening................ L
WA O�
Wallerway Opening Now 10k.WS EL................ I.D. Project No I .....1.1.34360.1.1..... Prol Mon .........1.71.+67.00.4 ..........
ADDITIONAL INFORMATION AND COMPU10ONS Debris Pollentiall: bw...L Moderate........High...... .... I. ....... ....
Z: County ......�RAVEN Bridge Over EAST PRONG Of SLOCUM.CHEK.. Bridge Inv. No.. NA
NO UPSTREAM STRUCIURE Z .................. .... ....................... . ....... ................
FEMIADISCHARGE Data on Structures Up and Down Stream .............................................................. Ll
RURAL COASTAL PLAIN SIR 2009-512,REGION 2 @ 102"STRUCTURAL Plfi FEEL PIPES UNDER SOUTHERN RR On Highway ....US.70-BYPASS,....... Between ........ ....... and ......SR.1756.(LkU.ROAD� ............
... I. ....... .. ..... ...... .......
.......................................................................................................................... ........................................................ .................................................................k6V r
174 (5.81 = 520 ds l Recommended Shiclure .MIDGE;SPANS:12 @ 139N,72#MR,W/C CAP$
0 .................I....................................................................................... ........................ ............................... .................... .................................................................... .............................................245 (53) flO 6(rouni 100YR WRL @ RS 19754.2.INATURAL PLUS 1.0'OF SURCHARGA r
........ . ............................................................................................................I Design Control Ellev. ...................................... .............. 0� ---------------------------------------I.................................................................................Dual Bridp,38'Face To Face,41'4 Out To Out Skw
309 (5,81 Recommended Vidth dRoadway.............. ....... ........�Qo
= $90 cls lroundo Gage Station No........ Period 4 Records WA 0 .......................... ... ................. . ..................... .......... ........................................................................I .............. .......... 151 0�Qm 380 (5.81 = 1080 i(roundedl Room 860 CFS rq� Recommended Location is Stream from Existing Crossing...... NEW LOCATION
RNWA d.s. Date WA Frequerl... Ni ................................................... ............ ............. ............................................................... Max. Discharge............................ ...................... .................
0A Qw= 550 (5.81 = 1530 ds Iralundo E Statewide Tier E Regional Tier 0 Sub-Regional Ter 0
--------- . ...................................................I.........I............................................. Histiodcal Flood Informdon:
U.
0 E Period Of 0 Bench Mci is OM #9 1 SPIKE SET IN TREE 151 FT RIGHT OF BL STA.81+02 4-
DateN N NONE 0. .......................................... ............. ....... .........................
.......................................................................................................................... ...........Hey.........1.Est.Freq........jrSource......................................howledge..........P.Period of N 410024 E 2625602 Hey. 22.04 Datum: NGVD 29
CONTRACTION SCOUR: NONE ........... ....................
....................................................I......................................... Date.MLElev..........4.Est.Freq.........yr,Sourop.......... .....................Knowldge..........yrs. -----------------------------------------------------------------
NO CONRACTION SCOUR OCCURS SINCE THE ACTIVE FLOODPLAIN IS NOT BEING CONSTRIICTED Period of 01 ng .........NONE REQUIED,NEW LOCATION
ONE NONE 10� Temporary Crol ......................... .................................................... ...............
..........I................................................ ............................................................ Date..N.......Hey... .....4.Fst.Freq.........TSource.............................I ......Knowledge..........y1s. 0:
BY THE BRIDGE. Historical Scour 16. :Generol._AAJ.Cotcdion.AN l000l,AN 1�.......................................................................................................................... 7............................................................... .......................................................... Channel Slope.....(11,0111 fk SOurM...HEC..RAS.MOD[L............ .... .... ....... ... Normal Water Suhce Hey........... z
LOCAL SCOUl&SU EQUATION Manning's n;W 0,8.....01.5.... Righ!01_11� ...Source CRAVEN FIS.................................... .......... ............................ ....................................... INon4ocroachment L Ys= 2, %� YES.................. Flood Study/Status LIMITED STUDW1100 YR FLOOD HAZARD ZONE..........91 ................................................................ ............................................................. Es'llablished2l .............CRAVEN HIS D01) APRIL,16 2013 Flood Study 14r.DischoTe .. di.s. WS Eley,: With Without.............................................................................................. Non-Encroachment.A.P1J.Non-IEncroachmen!10�r................................................................. ........................................................ @ River Stafion 19840.1 Yi 0.65 15.141 0.35 10.040]QA3 2,0 Qh5 035 QA3 DESIGN DATA Ys= z
RURAL COASTAL PLAIN SIR 2009458 Ys= 2.0 Hydrological Method....... ........................................................................................... a
.........................................................Y$...2ii........................................... Hydraulic Design Melhod------------------------------- ............................................................................................................................................................. .... ..... ..Floods boluoted: Feq, Q Eley, Backwater Bridge Opening Velocity.......................................................................................................................... 03) P.) IN 0*1 z
10 520 15.8 0 03
.... .................. ................ .... ..... .......................
.........—.............................................................................................................. @ River Station 197541 25 110 16.6 0 0.32 C
.............. .................. ................ ...... ... .......................
.......................................................................................................................... 50 890 16,9 0 0,36 4-............... ................................................................................................... .............. .................. ................ .......... ...........................100...... .......1080...... .....17.1.7..... .....0.... .........0.40......... ow:
.......................................................................................................................... wi zli I THE DAN USED ON THIS PROJECT IS NGVD 29,ALL SURVEY DATA WAS PROVIDED 500 1530 181 0 0,45 NOTE. Ow................I...........................I..................................I......I........ ......................... .............. ............ ..... ................ .......... ....................... g I 0 USING THE NGVD 29 DATUM, ANY OTHER�VATIONS PROVIDED THAT USED THE 0� sged ..........BRIAN-M.RADAKOYIi.........Waterway Opening ProQed Bellow0esign W.S. WS.Elev, ...... ................ .. S............................ ................................ ........ ................ ...... Date NAYD 88 DATUM WEE CONVERTED TO THE NGYD29 DATUM. IN CRAVEN COUNTY Average Channel Velocity(Design).... fps, Average 04cink Velocity[Designj........ wo Ag�ed 4: ..... QUYNH T,NGUYEN ................. 39249.....fps, �........................................ .......................... ....... ....... ........... ................... ..................... .................. t100 Y1 2.0 W 'lei THE CONVERSION FACTOR FROM NAVD29 TO NGVD88 15 4W FEET. 01
Computed Scour: General.................4. Contraction tocol 500 YR 2.2 Project Engineer AMY A,BILUNGS,KE, I I.O.......................................................................................................................... ......... .......... ................................ 11#r �$/
Isa Floodway Reliiiiiision Required? ----4 TYPE.I................................................................ ...................................................................................................................................

...........�7........... -----­--- ............... ......... ........................... 1z
---­­­.......... .......... ............. ........... ......... V,...... ...SOOOA 0.............. OA i .......... Vp
.......... ..............S(OOM­� ........... ...................... ......... ......................... C............................................ .... . . . 4"). ...... /......... ...........t .......... 0.......... ............. V
.... ...... ................ ...... ....................... ....... ....... ........................................ v,................. k6( (I sod D1.......... i................. '7, W
in .......... ............... .................. z 114
I ........... R'Pip
.................. .. ...... . ...........................---------- .............. ............ ... ............. ............................-------­- ------ .............................. ... ....... 44 I'x.......... .... ......
........... ...... ............. ZQ........................ .......... V............... ............... ...........MAE sojou NJ S ............. ........ .............. ..........KIFE Z'61 091 N0131............. Qlsa -----------1-----------------.......... ,,07- MI-ITN BIG- -t ............. t ...............................1.-�.-.-�­_----1-..­-IE'11 malp wildne ... .............7......... ......................*401 ................... ..................................I ] my r
-- -----, B Iit ................ ........ NUS41ON............ ........... .0 I .......... ...... z lei 0
(EISOjoy�O:I)yj S5 .............W101 *11 1*6151591 0as 0............ .......al 51-01 �'6 91 81 0100.......... 9,11 IC'01 5'6 L'O 61 9NaSDG ......................... 11­1/1­1­­1�11­T1,J_ i -1,i i � i "i � I I i
.......... .......................i61 19*6 1*6 rg 81 MftYN........ .......... .................... ............. .......................-ONY" 6 I L............................... ........... ... ...........31OVI ]AN0113d ............. NY N�................ ............. ............... ..........100........... 00Z I I 1) 9 I 091 001 0 0 0
SITE DATA
ADDITIONAL INFORMATION AND COAPUTATIONS 4�5 SO N PAVE Drainage Area.................................... Saurce....0.....NJIS-DATED.W.1.1.6ii................. CULVERT SURVEY & HYDRAULIC DESIGN REPORT
61
RURAL COASTAL PI.AIN PIS CRAVEN COUP River hsin ...... NEUSE ti
.......................................... ................................. Character MRAL............................................ 01
N.C.DEPARTMINT OF TRANSPORAflON
..........SIR.2009-5158................................APRIL.16,.2M.................................................... Steam Classillicotion (Such as Trout, High QuaI4 Water, e1c.1 NA!i................................. M1 DMSION OF HIGHWAYS
... ... .... ..... ... ... 01
I HYDRAULICS UNIT
Ill PAI 41 11_................ Qiii 517 CPS Dab on Wing Structure 110 RCK,1=141,41,YEA BUILT = W56 01 RALEIGH,N,C.
.................. ...... ............................. ................................ ...............................................................................245 611 CPS. .......... ............................................................................................ Debi Potential: High....... W�
W
309 (DA) 162 CFS 1034 CPS Data on Structures Up and Down Stream US­2@ 7171 BRICK ARCH RCBC (R� 9� I.D. No...... ...... Projed No, ........... Proi. Station ...��t!-MAC.........
. ............................... -­-­--------------%..........................................I ................ .......I.............I.............................. .................. U1 CIS" 91
380 JDA� W? CPS 1345 CPS DSi-3@ 137ff PIPE ARCHES AT SERVICE ROAD IMMEDIAlELY DOWN ITO BE REAOVED) t Coun� ...... ........... Stream.................TUCUR.CHE.K......................Stu.No_..q� ..
.....................&.............................................................. ....................................................................... ................................................. X� ....... ..... .
V1
WA Between SR 1176 and....... ._Sk
550 JDA] 1320 CPS 0 = 2332 CPS Pei of Records WA On Highwaj........US.70........... R 172... ............
..................................................m......................... ............. ....... ............. Gage Station No.............................. ................................ .......yrS, paw-muf IHICW HIL Of
DA= 4,5 50 MI DA= t5 SO MI Recommended Structure APPROX.25'UPS................
.......... ............................................................................................................... Mn Discharge...........Xk..........cs Date--.... ....... Frequenq........ .......................
AND 781 DOWNSTREAM W/3@9771 RCK
...........I.............................................................................................................. ................................I........................................................................................
Histiodical Flod Information: 0
Period of Recommended Width of Roadway...190'SHLD.FT.TO SHID,PT,
............................................. Skew........12�
.................
.......................................................................................................................... Dole---- Elev_��...4.Est� Source COUNTY MAINTENANCE Knowledge.. 001
................................. ! Recommended Location [Up,�Down) Steam from Existmig Crossing........�j EXISTING
NEVER NOTICED OYER ROAD Period of .......................
.......................................................................................................................... LD Know edg Y5 Dot...WA.... Eley..........D,Est.Freq........yr. Source MGt BUI ING SUPPLY CO..... I E Statewide Tier 0 Regional Tier 0 Sub­hgionul Tier 0
..................................................................................................................... Allowable HW EIev,-.KjEX1SflNG.100.rWS Ll...........if, Normal Water Suhce Eley. ......7.4....... U.
...... .... .... a
ILBench Mai is ......................... ....... ... ....... . ... ......
....................... ................................ .................. ........... ......................... Manning's in : g O.B. ...01.... RAVEN PIS.... Channei RightO,B,..��... Obtained From..0.............. r*� N 435536 E2615246 Eley, 14.12 GYD 29
h, D*m: N
G ........................ ...................................... ...... ................
..................................................................................................................... DETAILED %DY IREDELINFATED,FEB 1995) -Flood Study/Status ................................................. 2 YES........Floodiii Established,............ 0 NONE REQUIRED,TRAFFIC W11.1.BE MAINTAINED OYER EXISTING CULVERT
UAVEN HS DAB A 1633 wth K� Tempori Crossing............................................................ ....... ......
............................................................................ ........................... ....... Without r
Flood Study 100 F.Vischarge..1345..cis.;WS Elev.. Floodway ... Floiq ....13.09 J....... ...................I ....... ................. .......... ................................ AVER STATION 17025;550 ff.DESIGN DATA US Of PROPOSED CULVERT.......................................................................................................................... HiIidrological MAad..!M.COAS1AL PLAIN $11 2009-5158.........................................................................................----------------------------------------------------------------------------------------------------------------------- 0. f(L Hydraulic Desigin Method HEC­RAS 4-1-0 ............................... .......................... ................................................................. ...... ......................................................... ....�.; I;5 ... %.... ......Design Toilwater : �Q ..............................................................................I................... ............................ 01
1-1
INE 0LQff............................................. ........................I................................................... Q HW, CONTROI,CONTROL HEAD Remb NOR:THE DATUM USED ON THIS PROJECT 15 NGVD 29, ALL SURVEY DATA WAS PROVIDED &Typ ldij E,G� 6.......................................................................................................................... R I
z 3@ 9T KK 440 7,8 5,8 1,9 01 SEE HEC-RAS USING THE NGVD 29 DATUM, ANY OTHER EPATIONS PROVIDED THAT USED THE 3@ 9i KBC 611 8.6 6,6 8,6 .02 SEE HEC4Z 0�NAVD 88 DATUA WEE CONVERTED TO THE NGVD29 DATUM, IN CRAVEN COUNTY.......................................................................................................................... 9 RC 792 9A 73 9.4 .02 SEE HEC4Z U�.......THE.COWERSON..FACTOR.FROM..NAV029.TO..NGVD8.8.$.-1,09..Rg.................................... 3@ 9i 99 10.15 7.94 10.18 03 SEE HEC-W 1—
0 z 3@ 9`171 KBC 1320 123 9.4 12.3 .03 1 SEE HECU................................................................................................................ Is a Floodway Revision Required?.Milk.MAX.DECREASE,0,34 F.AT RS 16252...... .. .. ... ..... ............................... ....................................................................................... Outlet Veloo .........2.8.............ip.s. NMI Channel Vekq ..........216.... ................f1p.51............................ ................... .............. ..................................................... NONE Required Outlet Proi ............................ ............................................................. .��IAN M,RADAKOVIC,P,E,U�..................................................................................................................... .............................. ..........IRWIN TO BE SHOWN ON PWS Dot OUYNH T,NGUYEN.......................................................................................................................... WS EL,To6n @ River Won 16525,19,2 ff UPSTREAM OF PROP05ED CULVERT FACE ........................................... SEAL I kign: Discharge cis. Frequenq........ ...yr, Eley. ....... ............. V 39249.......................................................................................................................... 3 Project Engineer , AMY A,BILLINGS,P.E.. ........................................929. 100 .......... ...... ...........yr. Elev. ... E Base Flood; Discharge... c1s. Frequency......... ............... 1, #STEPHEN R,MORG No P.E,...4 A........................................................................................................ ................... .........2400 5N+Overtopping: Discharge..............cls, Frequenq....................yr. Eley. .........15.7............LEFT SHOULDER POINT @STA 47f 45 -RP2AC-

-.­-­­­­.-­­- -- -----
...--.----.-
------- - ----
­. ­­­ � 1-1- ­1�� ­ -,� ..--,�1--�'ll,���-�.-�-","-,�-1-�.�,��-'"'.,-, - ...­ ­­­ , I I- ­ -,­­­­...- - --- ­-­­­.­­ F...... , -,­­--- ---- - --- .7 i- ­­­­­­-1­­1­--:1­­.­­�...I I.]...­11 111-­� ­­1-1­-�.11 . vl����11�1-,L, . i ­­ - ­­ ". - ­­­­­-
; � i I i I
T I I I I - I I
T � I ; I � i � : � - I i � i 0 1
� � T ? I I I I t t � I � I 1� . "I'll 1i I ) e t � 11 A D H c a � � I
T T , l I i
I � � � T I T I
� � I � I : i � I � i
i � I I � j I I I 11 I : I � I I i T '' " " I I I 1! ­ I T, T
: I : I �
I i � � i � I I-,--,--- " --I 7� [1-­­'­- "'I",,"' " , , --i"-- ,
- -­. ,.-�-...- �� -- ­--- -1....1.1- ­7 1-1-T]........--...--. --"-" ­T­- -- 'T''""T "­­'-- ...- .. -11 � I'll.-711.­­­�.. -IT I F­-7- I - �................. � 717, ­ " , ­­-­,
L, T i , T i T­,­-
� � I � 1� � � , 1 �5 � i � t I I S
I T I ; I T : � .... ......... �, ­­­­­­ 1'"' I l
- --I......---­­--­­­­­­­­...­--------------- F � , ,
i i � -- ­�­­----- �----------T � - � , I i - I � I '', '] &Luv 4. 11; I�11-40 1 1 T i
I , [ F � I , I T , ,� I � � I : �
� � � � � I � 11 I -11 I I I I � � I ; � I 1 � 1 T t I � / A I
� � T I z I ; i I , I ''I ''i'' ­I ! 11 I I a, �
I I I � I I I � i � � �
� I I I � I , � � � -4 , I I � � i I I � i I I i I I I � � �
I ; % , i I I I I i I I'll I
� i T i T � � �I I I I� � I � � � i
11 I � I � �; I - � � � I T I � � i I i I
� I I I i
; : I I i I I I I I I I - 1 1 �
I I I I I I � � T � � : I i I -I I I - I I 11
� t I i � I �I T � f I ,, I'll 4% 1 1 1 1� I I I I 11 I
I I 1 1 T I I - �� I i 4
i � ­� i I ;, � I : "A - I I � � 1 � I � I i I Ol 1� LE N 7 T � 11 I-1. I-
, T v 1 C', I T I -� : ,,I 1 l T � T � - - I I I I I ..,.....I 1. -�­�­ - -1­­� I �� ­
I I I I I "r, �� � I i I
I
i I � T I � � � I � � I I � Vb" I , , i i � , � a N ,/i
I I t 11 I 11 I " T � � � � �� . � I --­, i J...­T ­ �- -i- --­1 ­ 11...� - -4­ ­111 - I I. -�
­ i 1-T. - 11 I � ,�:� -:�� . - I I T 11 P L
.�
I � I � L' I.-L- .. .­-.17- 1�­]I- -`­ . - -­ - 7 LL
� i � � I ­­ � ­­11 .1.. I / I � 11 I
11­­­ �- - ­ ­ ­ NM Em 0 . ­..I...-L T 1 4:� � � T 1 j I '4, , � i .4-� I i � I � �
� ill"I",I��- - ..- --- � , I 11 I '�,; ) f � ,
� I i I I
I ; I I I � � ! , , I 11 I r I I `�,1". � I -11 I T I :'( � I � I I I , � ,� I I t I
i � f � � � � I I � i i
� � I T I �,', i '11'6/ i i ,� � I i � I� � T-��-�---�-1�I I I � i I i I I 1,,�
I I ; � I
� �� �, i", P I '] � , , � ,,� �l I � ] I I
�
,", I I I 1 1 - - I IN I 11 ! I 11 "Y- 11 I , - � I I - I I � 11
I
- --=-- I 1- �� I n f I , I , I I i I I � ) i i % - i � � -
I = I I I T : i I I I I � I I I "I I i , J � , 11 --
I I- 11 I i i T I I - ; I
I � 1 ;. - - IT I?11 I I - � it Ic , �11'1 � � �
! , 7 I I - -- I �J 1 4 1 ; 4 ; I i " I I
J.T i � I ,­- T �
,� �9-?4 � WIFD i i -­�, I I - ,,� z �', i i ') � I �­, I I - I
I , I i'i J i
� � I , ,,, I I I . '� � � 1 ! 9 �
i ; � "o, S11 I i i 11114", ,: � '114 �e� I 11 � , i I I I I I I �, T i i �
I I : : I I I -�,l I I I - � I I , � I � 11 I � i � I ;I i I
� � I J � ii i I !
: - 11 ,�>%� :
1 1 - 11; I I \"� �
� I I, ] : ; I I 7 i -1 l 1� i 11 �, ii ' ' - e I �
I
� : 1 , -� 1 , � � � ) 1 � 1 � ill
-1 . "ill : 1­1 ­ - - -, -.-...-i " - � I— ll�lm M � '�11 1, I - L. I 11 ­ -, ­'. ­ ­­­11--, ­ ­11.. �, ­ .....­ ... - ­17 ­17 -­�LW­­­ ,, ­­ ­­ ­1 : T � �. ­ ­1 .1 ­1 ­ ­11-­­­---
­ ­­ - ­ ­­ - . ') & I I ! I � � T � :
I i ..-....-.-- -­­ ­ I-��111�',­1 iiii .1 1. I -­N­ [ 7,
� . ­.­ ­ - -1,i­l­�i , 7 , .1 !%- L1 1­ ­1 ­­ - I , '� I 11 , I ; � I I I
T I I I � � 11 �F � � I I 9t�w T � I , l", I 1, I I - � i I
i I I I I i 11 . 1 I � ill I 11 11 � -11 I � � ­ � I I I (
� '
; I I- l �mt. I T � ; ! 1 1 T 1 " , �, T j 1 1 i
I
I i 1 ; : "I � , I f !?,�, , �� � I i I , �11 11 1 ! I � lo 1 � il ��kl, T , 11 1� �t 1 i -1 i I I I i 1 � : 1
� � I I i i K- .
� , � � I ! �J - , I . � � I '� i � 1 : :: � 'l, ! I 11 U ) � T I I 11 , � I � � ,
; T , I � � I I ! I I I - ' ' T : 11 � ­ ; ,- y � ii :
i I � ; i , !1, r- , I I i " " � I �,i 1� � i I � i ill i �
i I t � "I I I / i I I 1, � � � i �; ,\\�1111 , �'l �-�l I , , : � i I I I I
: -
I i i �� � I I T i ; i i ) , I - : , I I � � f
T j � � � ) Q 1 1 1 j I I - 1� , l I I T I ! � � ,��, 1, �
I I 1 � i T 1, I I I , : i I i 1
1 i I I i � 1i ) I I '�L ' I /� , � I � � , i Z� ,�­ �, � 11 i, : , - �
T 11 I i I � I
� I I i i
I liti --i � - - I � I �M-­- � � � � I, `,l I i T i i I � i � � , I
I T t � � I
i , , I I t � 4 i �-­� ,
� t T
� ,
�, � ; I � � I 111 I - -� I I i T � I ; 1 1 � , -- i � 0 , C � I � �
I I � ! ill T T , , � � , �,� I I I I I IAI-� � � �
I
1, I � ­71­­ ­ I l ­ i / - , I � I , I � I 1 � T i I P ­­ ­ -.1 I.- ­ ­­ -)--�� ­ ­­,� I L.-I I� -1. I—— , ­ "' ­ ­­",
! i :1 -:��! 1 ­ --�- -- - ­-
­­',­­­­- ­­­­­ I— � I -L.- � 4-T ... I 11.11 - ....:...� - -- --i- ­11.1-­.­ - ,­­­­�.­' -I - -­zz� .., .. i
- i t''t ----.---. " "­7 ­­--­' t- -4 � : 1, i T \ 111", -71i�-111 : � � � iii,I I
T 7 i I I I - -14 I I
,
, 11 I i 4 i I i i J
� � : � T � '.--I ; � 0- � � I � i , I , , � ..r I,o."., ; .i:) I I i I
�� 11 � 11, � � I j
I � � � I ] � i � J I I j
I I I I I I I I I 11 I'll I i
� r � --�- I - ! � T , , -'T,�, : 1 , �� � I � I I I
i 1 4 11 I - 11 i [, � i e I , i I � I
I z7a ­� :� I i � I T i � 'I, --i : � I I
I I I I I
,
� 1 -.,�� , r -�­ I i I 11 � I f It I ; I � I , f I i i - I : � )
� I � I T , f I �6' -- ,IT - � I � .�� � ", � - ) T � I i � � � 11
i I ­1 � � I " � , , I I I "I I i ", ,,, � � T
i I I , - Ell � I - -L � ,
I I I I � , 1, � i t" - i T
I I'! � t 'i 11 ­­ I I I � I I I - � �, I I 11 t I I I I I t I I I
T :
I � ,� , , , I � i \ / � 7 --) i � i l] O ­-�11 I I ­, " ''I � ; I i T I ) � � ;
I ­1 I i I� ''I I l I t 1i Z-1 \ � I � 1 , j � I
" 11 11 T,I 11 I I � T I I i I 11 I i, � I , i i i
I � i "'I�'1� I I i i
--' � , � : - ! i i �, -r � �
JZ% �-, ,-� ) ­ � � 11 I �,� �, �1 X L , �­ ­ � I I 1 ! [ 1 � � � � � ; :
� 4YI �Ll " --, - T11 - I 11 I I --r T OI I I I � : , � I i � �
� I ) - - �M� y. -- ,�,, , "' ,- � I—­­­­ .�-�--l'���..�-""-��--".....-.--
_ � �& t I I- I 11 � I I � f�
­J_ I, .- , !#­� I "� -.1 -1 ­ . T ­7­,­­ - -7 --�­­7�-- !''-­1 J, -, . - i ­ ­­­ -I— .­ ­ ­ 1
­11­- . SSInz) -1 7 I" '���­ .. --i...L .-J- , I" ­ N4 - 1- - I � /
I , � I I : I
" � , � T
I q 8 �NYE 4 \ I 11 I I 0� ! � I I -! i e I I ,'I �, . .- i - �-r "I I I I � T: , � i I I I
rybo IX I , 00�- i ; � � I : i I I I
I i T : i � � I � 11 , � I f I I �
- � 11 I T A ! I I I \ i � �J Q - , I �
� - I T < I T - I � : T 1: I �
I � ] � "
I - I Ill, : I 11 I � I ! L11.1 T I I � I 41�­ [ � i � I I ,
-11, � ­ I � , T t - --L - ­' ! � , '11'� I ; i I , � ; I ­� � I
- : I I 11 11 11 I � I I I I 'A I � - I f � I � �"� I I i
"I I I - �,i � � I � � i 0 �I , I 1 1
1 � - 1-11" ; =1 .41 Mi � 1 - - ", : � : � T I
-1 11 I I � , I 1p T � I I i I I : i , , - 4 1 1 J i J
11 . I I T � , ; ,­ I I � � J I I , I I I
"I I , I 11 ; - I � ,- I , : I I t ,� � I �
I I I I I � � ,� .4� 1 ,I V� I" � I > 1, I i,
! I �
i - 4� � \ I I I � -- ) � �
T i ­['. ,� 1.11 I 11 : i 1111 � � � I ­;I.- --­ I ) � , \ I � - � I 9 I I
� , i � , I �- �' I � ; ; : � I � t
t - - - ; I , ,I ­ "I � �
� � � I, 17, �w­ aw�mm ""'M I - 11111111�11 �111111 ..wMN."r. -T i �i i e I I T T / ,�,:'----, 11 11 I
I ;
T , ; :1
,
I , - I I � I I
T � , I I i, � 1, l,'-� 1i I � I � 1 1
T � -�­­ . � � i 7 1 1 j,L 12, ; � , ", T i , �
- �T , -11, �,��,-Z/ � - .rT , I �-, -L � .1�1� - .A- - til -11 ­1111--, - I'll "t, ­ ­1 I'll ...14­­. -­­� I ­ ­ - .- -1 ­ -11­­­.­­­--
., � ­71- ­4--,N� bj­'k,11.1 �-1 ­1 � '71 1 f I ­ ­ I 1-11 , 1� i I � I 11 T / � � , i �
�C dl 7 ; ­-9- -,,�­ - J - I I /, , I 4 1 1,I 10 ill '""' i , 11 I ''I ! � � I � �
I I � , ! ,J � -­ � I I I I 1�I " 11 I T � I � T 1 1
, 1- ­- 1, I " ,,�, � , , T I I
- I -1 ) I . 11111 ; I" � � I I I I i � I �11 1 7 1
1 i I i I I T
- 6 IJ.1117,Z I 11 1 S, )i'lN � �T��1 '­� , � .- i; I I - "I T,� i T e � t
; I : I -L ­1­1 - - - , � � T i I
I I 1 J t ­ - 1i �� - N, �
: I � T1\ I L, � "I'll, � - - 150 1 ! ,� ILI,
I T � /; I I I � f
I � i i I -­ : I I I � i 1 �
, -- " /1- I � 'L" T I I 0( a - I � I � i T I T ,� ,
i " , I I : " i � � �
� : ­� : I i ,i � i - i I I �
� � , I I "I � I � -i 1 1 a ; I T f
, i
1 " � %�7 IF i,,� 711 ! ITI I � � IN � T 11-�, " i I I i i ,,1 4 : i I I : � � T
: -1 11 I i i � 1. � 1� T
� "I I" - � I ; , ,'�, I �
i T I i6 � I MCI I / , t 0
i L 4 , 'i.... i - \ - " i I i � � ; � , �
i I , 1� I ; I � IT I I I I :, 1� � T T
i I I , l � '" I I , - , � , U1
� I "I 11 I I , I I i � I ; � I
i I -
.. - T" ­ .1 I" IT ! � I I � � T � i
I ii� I � I 11 �- "" � I : ��,- L : : , I
I � I -1 I ­ � ­­-1--..........-....­­­, ­­.,-, ­- - ­�� ­ �- ­--l­ ----.. ­­. �...I ..... - I
­­1 ­. ­ I ,�- � I T � 'IF I :�� - t­­11­71i - , I , 11 I I T -+-.----
1 ­ : , 7-1 I—- ­-1 '­� � I . i
� � I I i I - i T 1�-, I � . ", : � �1. : T 1 1 T i
I I ,.1 1 � J I I I i �
I ! f I 1 12 1 : � � I T i 1�� , � , �
� 1 0;�14 1� [,� , � ,�, I 11 , "' I i , � I I I t ; i
-1 � I - I 1�,� �� I I/ I i � � - i � i i , 1 � , : : i i T i
I , � --��-�� i�, I " I ­ i f , W,I , - I I i 0
1 , '); I I I I I -�-Ll�
11
I.? . Z, - - �11'1, 11,111,1111, ,11'.. .1 �,­ ­ ­­­ T� � � , -L- ­ ­71). ):'
" I i
I , I \ , , i - i" � T I I
11 1 - �11 11 � 1� , , � I � , � : , . to. J1() // b�), I ; : 11- �, 11 I , I I I I I i i I I T
! -1 � : � i � , , � I T I i !
/ I - T . �� -7 T � � i i I I I
I , I �� i ;
;�o� i � I ! i I � I 1 - � T I I � I I I I I I � i � i I 0
- � ,� I �--- . 1 , '�L I � N I I "I il ; ; i
f I- I , --- !
I i i I, � I i
� I i !PP � i :
! � t : I w � I � � i ­X',� , ! �, I T � � � ; I � i T � i : 1 i
� I I � ­- ,�­I �� I I �
i , I I I", I 17 ,, ­�, - ­�j�­ =---t­r/ _; I -\ i � i , : : "I'l I I I � I I %"I
i
:
I � : , I f� I - I" 1 4,., i i I I I � I I I I : I , I i t
, � ,; � , -i \ �
I � � "", ­1 1�-- -"� ­ >r ; j I j � � , � i ; � : I T
� I T 1�v I i I I ?0 i i i � , ­111
I i ", I I � t : � i I I I T I I
I I i I i
I
I .; --- 7�-L i � �O �, � I I '� , 11 I", I I I I � 11 11 T �
,- 1, IT � "I i T \ I I I I ­'I i , i T i � '! � � i � � T
i i I e , T i � ,� il I � I
I y 11 � � I � � � � N, �(Y/ �- , � 1 " I : I I T " I � I � I � I T �, "" -] I 1. ""
So" 0,­­­­­­ ­1 � � . ­T­ ­ .­­..­­1­- �­­ - �!­­­­ ­ ­­1 ­!- ­­­ � .J.-­., 111- I i ­­ - - ­­­­­-
� I I i
�- � I ­, --- --- T -, -, ,"' "' � ; I T
­­­1. ­- ­- .- -- ....1. ­­ 11 :z I T­, - I'll -, - -"' � ­ -I T I �
-­ -[.- ­­­ 1�f� �L - ­­ -; - �L� �;; 1-1-11�.T I ­­L � � I-. ­1­1 V I
I J I , i ;R :r
� I I I I I � �" i � i i : � �
/ I � I . �
, I i T 1 7 7 1 11 I � -1\ I I
i � 1, - V, i I t
I i I � � I / 7 � i I : � � I � I
i I "� � � I / I 11 l � t I I
T : T 1� � ; T I i i ;
1 , i � , ; - T I 0 1 i T I ;
I
I I
i � � I i le I f \ ) � ," , , I Z I 1 1 � i � , ; ! , 11 Ill 1 i 1
� I � '�, -i T -- �
T � : 1�- � I � I , ; i � 11 T 1
f � I - i � I �i I ,� � i I I : I
i i I � ), I � i / I i I � I i I I T 1� : � � � L711
T I 1 � �' �% � i � I i I ; � : T � I i i n -Z'1,
� I / I �,- � - I � � [ � , i � � ­1 iii. 0
T 'a g.
, , i � ? 1 1 11 I i i
I I I ; / i : � ; T I I --�- / � i � I I I ; A.Q � I I I : ! � t I 1
7 , i T ]
� I , -"�. ! I I I I � I 1 ,, i I
j ) i i � i l " L I I 1.( , , t [ f T : 1 \Z i I
I i T T : I ; � i , 1, : � I I
i � : -\j/ � I I � � I 1 9, / ! i i : T f i � � � I 01%
i t � T T 7 U , , , : � i 40 1-�iii! 11.
I � � I ; 1 / ,s I � � � � i : I � � T T i i I I � 1i �
� I I I I � i - T I , I I T 1 I I T I � T I
� T t � i i i
; � I Jim - I � : � T � i j i T, , i
I I T T - ­- ­ I--- I I, ­­­ . - -... -- I 1-11 ,I -
-
1. .., -11-1-1 - '.., - ­ � I—­�------- T ) I
i I ; i I I i -� ,-, -:",�­ -- - -- ­ ­�-­ i I ! ­ : � � � I , � ! I I I I I I � I ]­� -... ­ ­ ­-
� ,��t I �­ I 1: - - I , I , � � !:!��.­ : -)-J--­ --�­--­--,-- � : ] �............. % I
--� , - 1- I I-_ ­­......!.................... ­ - ­ �
; I I T ; I I T I � � I I I : " ­­"' " T " I I I I - I � � I T T I I T T Is
I � t i I � � i
: T i I I : I � i I I i I T i
I I 11 � 11 I 1: -1 I I p I
t � l I i � i � � , 1�111 I I I I I � : I I 1 1 1 I i � , � � , � I � i �
: � t T ; I ! i i I t � � � J I I I �
� I� 1 T � IT , , - t. � . i. '� �--- �-.., - I � I i j , � I �..... 0
-,. ­ - 1.4­ ­� ­i -11 -­1-1-­ ­ �­­ . -.1,-/0- \,­­­ ..] - J - �-
­­ ,- -- ­1 I : I +
� I ; T � I �
�
� � � T 1 ! I I i 8 i � , 11 ! I
� I T � I I i I 1 4 1 "I I � :
I � I I I i � l I . I � � I I i � I I i I t � T i � I ; I I
� I T i i t � � 1 , I , I T I i T -
i � � � � i � : i i I � I � � � t 1 ,
I ; � � � : � I : I i i : I I I I I I ,,, I , I T � � � i 0
1 � � � � � : � I I I t �
, I I T I � T I I � . T ! , I i T I � T
� � : 1 i i I I I � � I 1 � ; I ; i " I � �
� : i � I : � i � I 11 � � : � I , ) J I �
i I I 1 � � I T i i T i I � �
� � � T �� i T 1 1 1 , I � : 1 � ! I I � j I I � 1 1 t / I ; i , I
­1 , � , I I I T T � 6 J , , �
� � � � T I T T t � � I � i I I T ! I
; I 1 1 1 T I I i � � � I I T � �
; ; 1 1
� T � I I I I I � i � 1 T ,
I T I i I � � I � I I I � i I - ''I 11
� � � I � I , � 1 1 T , /�
i I i i I E � i i, ­ i- � i , I : :
i i i 1 � � � , i I , it
� i � I � I I I I 1 4
� � ) I ­ i I - I I I � I I � T ; I
� ­ T I 11 I � I ­t­ I— ­­­ ­1 -­­ . ­ ­ - - -161- - i
�
, T , 111. �...- ­­--.1 I-- .11­11.1- -,�"-­i,­-­­I- .� - ­ - , � � � ­­- ­­­ 1­­­ ­­ I.- -- - -
� I -� : � T i � , : : I
I I i i T � 1 � N
� I � � � I ff­�­ -, - --i- -1-� ,­ - � ! ­1L­­­11-1­­­.. .­ ­­ -- ­ ­1 .­­­­11­. 1-1
i 11 I i �
1­­­­­­­'­ "..". - -- ­­ ----­7- ­ ­ ­ ­I,.,.,- I ­­­­ ­ I— I- -1 ­­ ..... -.,-.- . ­­­­11-11- ....­­....11-1 ­ - ..., I.---- ­1...� . ]......i.­ ­L I ­- ­� --­­ I.- -- ­1� .­­­ - L i .� I ] v ! T f
� � � T � I i ! � I �, I
T 1 � i I I � i i ! � � � � T
I I � �
I � I T , T , I I 1 1 � I T . �
i I I T 5 � I /� : I
i j i T T j 7 � i I I � � : i I �
� � i - � � � 11 , i I i i I I ; �
1� ! i ; I � j i
� I I ; � T I : i � i : � � : I � � I
I � 1 i I I I I T I � � I � / iT I I
I I I I � � i ; ; I ; : T
i ! � j i i I � � I � �
T T i � I ; � ­­�, " I ! I � T � � ; , I T I �� ; � i
� � i I I I i I I : I
I I i i I ­ ; 1 ; : i � T � � i
; � I I I : � I I I !
I � � � � I I I i � I � j ; i i / I ll � 1 , i i : V11
i i � I i I I � � i � : I � 1� I T I
i I ! i 1 ' I ! i I'll � , � � � � I I I : I I I i
� I � T � : 1 i t
� 1 � � T I I � : � I : 11 I � I � I i I ; I I i i 0
1 T i : : I 11 :1 '' i I � � I 1 � � I I � � i
I � � t t � I i i � I i T i i i ; I I : , � i
I T 1 , � i i t I i : 11 I � . : �
; � I � 1 � I "I I ,,, T � I I I 1, I � I
I
� f� T � � I � I i i I T � 1 1 ! � I i � i i **44
1 1 � t i � i : I T T
� � )
� , i : � : I i 1 i 1
i : : � I I � I I : i I l i ­ ­� .1
� � : I i
I�11­ .- I I I . ­­ - 1.-­�-­,-111-J­- ­1 ­­- ­­ � 11 ­­­l- -11,�11.1111--""-"�"-�-,-,�-��--.�-.���� ­111 -- ­ ­ ­-­­,,.. - -� -­�­'.- .- - ­­­-1.1­­,­­­ ­ .­..V-.­­­ . ­_7--­­1 ! I­..1 ­­ -­1 ­ ­­ --- � --�,
� f i � i � I - I'll I : I i : 1 � : � 1 1 , 1 ! l I � , � i i i -4--­-
� 7 � , T � I 7 i I : I ]�­�­ ,­L­ ­­ �,. ­ �- ­
I I I I 1 1 1 i I I ­ ­ '- ­`­ , -­ I �
� : I � , I ! ( I I
T ,
I I
j T I- i I " --­, ­-, ­­ ­ .-1�­1 - i'"' -- , ""-, -- - -, - ""', � I I T I T � � , T - � I
- I -...­ ,-"- ­7 -- "" -- ­ �- I ­ 110 T I i : T �
� � t I � I I i I i� � � , i
I -I� 1 1 : � I : t � : � � � f T � � � T I � � : i I
i V I I ; I i i
, T i : I z 1i f T � i I � t � 0
1 � � 0 . 0C i � �
� I I � ; i i i I IN L I - I I i 1 ! I
11 I � y I i ; i , I �
I � : � � � : I 1 T I I
i 05; T , ) I , � , I : : � 0 � I I : 1, !, I I I � I I � �
: ! I , I I I ! :1 I 1-
i I � ] i � T -i � ''I : � � , I � i i ; I I � I ; I i I I � I /I � , � 0
: i i : � � ; i � ; I � 1 � I I � I I
- 11 1 � ; i ; I ; I J , � , 1, ! i I i : I 11 I
� I; I i I I I I I � I I I � i J , T , : : I � � 1 � � I � I I I 1 � % � I i
I i J : i i � 1 � i , i - � ; � T � i � , ! I I T I : ::: : I i : � 1 �
I T I I I I i I ; I I I � i � , - j ! I I
I ,! : 4 � : i I T � i
i T � I � � � � 1 T f
I, I ­­ 1- I , T I : i i I I ! ; I 11 I I : � i � : � I � i I I I I I i I . : I I I ,� 1 1 � , 1 � I I ,
i T � I 1 i � I � T � � , 1 f I 1 T �, � I � I I I I
, 1 � i I i - I 1 I i � I I T � ; 1 � , ,, I i : i I
I T - T � i I I I � , I : I i I 11.1 : I � f
y I I I : I T , T I
i ; I 1 i i I i , i I I T � 1, - � � 1 , I :
I i � , i i , ! 1 � I � l I �
�
I I ! t 11 11; : I I I I 1 1 , � : ,� , I i T, �
I I i I'll, 7
1 1 : i I T i � 1 i : I l ] i I , , I
T � i � : T -1 i i � . ­­-4, � i
I � � T i � , - , , ; ­-,­�­ , ­J � I � -­ - ­-­ ­­­- ------ -­
­­­­ , ­ -1 ....-I - 1­ ­ -I...... ­­­-1-1-1 I ­ - -1 ­­ ­­­­ - ­ � ­ -.11.11 -11, ­1 -.4.-i I -- ­- .--­­­­ - ­ ­-.1 ­­­­-, - ­ ­1­11-11­11�­I­ ­ -11.I—I—­­-
� I.....­1 --,-"-"",,-","""-""""""",", 11 - ­­ .. ­- ­­ -""' " "'," ­ ­ I T i
� 1­f­T : J - ....- � I I f : I .......�- ­­­­.- .-:­1 1-11­ ­-, "" - ­­­­­ ­ --- " ­­­- I � �
11 I � T T I T I I I I I 11 I I
j I T T I I I � I : I i
I � T i e , I I � , I .
I I I I I � I ': 1 ! 11 I T , T , � i I � � I I ; , I 1 1 " !
� : , I : I I 1 �
j T I � � � � I I I I "I I - 11 I , � � I � � !
", 1 i 1 ; f � � I � � ! � � � I i i ; � I i
i-1 � i � T � � i � I t : I i � I - � � -T ! I
I I 11 � � I I I � I T I I
I ! , � , i � ) � I 11 � , , T T I I I I � / I
I I � � : t I I "I � � I I
I I ''I I I I I � I T T T I i
I 11 I I I � - I � V � 1 : I i i � T T i : i I
, I � I I � i T - ,� I : � I � / , I I I � i � T
I i T i �
� ; ) i t � I I 11 I I � I I
I - : : I I I � ! ( � I I � I i i I � I T 0
; � � I � I i f T I T i � :
I I I I I I � I I 11 � T i : � I I I A �� n
I I I � � � : 1 1 � � T � �
I i � I I � � � i � I � T i i T � i I T j I I I � �
11 I i � , - 11 � �� - � i, I i I T t � � � t � : � 0
1
1 � I � 4 1 I I � t T T � l I I I C I � i �, i
I I I i I i � i j I I f I ; � T co
I � I - , I � � � I r I 11 I "I T I
T � T I � : I I � �
i I 1i i I � , ;
i I I
! � t � I � i I I � : � j I ;
T � �, I I l I �
� I I ! I I I ; I I I � ! I : I � � T T I � I I I I � : I I
T
I I i , I - � � � 1 1 i I � � i 7, 1 T I i i I I � � I
I I I
i ! � .1 � I -­- ­­­­..�---1­ I - -­­1- .- ­ ­­ 1. - -,­1­­1­1 ­11-1 I.-
I I ­ ­­.... ­1 1- 1-1 -­ ­­-'­­­-, "'"' ­7-- ­.....1...........�....�... ­­ - .. ­­. I- - ---�­1­1 11-
---­­� - ---1 t ; : i I T � -"-""'-'"F "' -- � �
1 i i I i T T � I i i :: i � � � I i I t
T ! I I � i I I � I I I � , ,
I I I I I- I i � I I "I , . ......-­F" -,-, ­-,- I ,I
�I j- � I�­ � ­i­­­1 - - ­­ -- ­-­­.. I....4-­.- -.1 - ­­­-1-­­­ .1.- -L I� I— ­1..... ­1 -­-.1 - -� �� . .­ .­­ 1- ­1111 --+--------
� I � T I I � I ;
T I ; � I ! l I �
I i � � , I i I I I I i T L I �
1 � : � I I : r I i i I I
1 T 1 , � I I I i 1 ; I I I I ! T � i � /
, I 1 1 � I i
I ) j I I I I , t � , ! � � �
T � I
j � I,� T � i - I I '11-J i � , / � ,, ! I 0
: � 11 I L I A, ! 1 � � I I I � � ! � I
, � r � : � T - � � I � i I I ; � I � I i I t I i � � I, I 1 �
[ : � I I ; I � I T i 1 e
I � I � � � I � f : � T � ", 111 1� I 11 I T � I I
I I : � I I I ! � � � � I i � � I � t l t f ; 0
1 � � T I I I I : I � i � ­ � � i
I � T � � � t � 1 11 � � : � � 1 � I i � 1� / � I I r
I - I I -1 I I I , I i
; I , ,I ! � � I I H 12 111 ; a 11 aioylm� �I, i � I � ; e T I t : � i � � T � I � :
: T , 11 � I I � T t � � � j T I i ! � �
I l � i I i I 111T 1; T ) � T I
� I 1� I I 11 I I I I I I I
, : � T � i I I I r � I i � I ) T I 1 I 1 �
i � T I I I I i T � i I I i !
T � T i l I 11 , � I , � I : � 1 1 : � � I � I
1 1 1 1 i , I ,, I 1 i � I I I I : I l : i ; � I i � � � I � I 1 - � � � � I
� I � I ] I
I T �, I I i i 1 i I I I I e 1 � I I I I I I/ I 1� T � I
I I I � � � 4 � 111-�, I I T
,;�F� � j j i T I
I I � � i I 0:1)7 O a - 1� 13 z C , �310 3 A Ain: � 3HI 40N 1LO1 4 i � I � 1 1 1 , 1 � � � T T
j 1 1 � �� 1, 1 � , , 1� T I i I -1 i I � i I I : I � ; I
i I'll, i I � i � , , 1 -�" ­�, I I 1­1 7 � 4 1
1 1 ) � , I � � 1 : I � T I I I � � I I
I I i 1 , j ; i T I � � "" I I I
I : j I
) I � � � , : ­�...i.�1­ .1-­.1 -�.. - ­ 1.���. ­� - ." ­�-� � -1.­...� .J I ­11­ ­1 - - . ­. I I ­ I ­ ...., .­­ ­­--l- 1.1-1-.11 I'll ­1 -1. ­ ­ -... - ­111-­­­­ - I ­1 ­ - .- J -", ,
­­­­­ .� ­ .� ­­­......­L.--L.......­­-- . ...�- �. � -­­17­­ ­. ­L.-1­­­, - ­I� --1­ I ­ .­­... i�� � -, T ; " i i i , . � � -1­1�............-1-
I , T 1 , 1 1 1 1 i �
i � � � j 1; � � T i
� ! , � I I � IT I � t t
T i ; � !I , i ,� , i i - i i ! - i I I �/.< 11 - I I I
. - 1-41� I � "I T $ 1 �
I I � � : I 1, ivita..1 ; a I f N ". (9 1110lw ; i i � 1
2 1 1 4 �Jo 130-"y , T � ! � I � I - i � I I T I I I I I i: i ; i T I :
11 I � , � � � T 1 � T � � 1 , � � i T I 1 : I � � ; I I I v T
I � T T T I I � � i, i , 1 ! : t � 11;, � i S T I I , ,!, I'll j T - I I I - � � I �
11 � l I : T I � T I t i i i � I I
� i T i 1 � � ; ; 1 1 1 ,� � t ; � , I � I � I ! � I I I I ; i '. - I I
I t i T I � , I 1 1 i I � �
� ! T i i 7 1 � I
T � : i I � i i � I � A I *11; I i � : �
) � I i'',� ,�, I I - I I � , � 7 9 1A] 2 D � T I I � � 1- -1 i I i I � I � T U11
t 1, I � ; � , �- I I i !, l �, -1 I ,
� : � I I T I i T I
I I i i I T I � � � � 11- I I I 11 I � I I !
I I � I i j
I I. I 11S � ; I I i A
, j I I T ,ii , r., I- I i i , 0
-1 I .. 1 , "! " i - /� i I ,
4 i i . I � ); I I - I 11 / - i i i T
I i
11 T a V 4N I , t � : � 01 d �, I � a Vr ILL IX3 : � : T I � T i � , � � So
�, � , � 1 ii,F�0-,"a J �1 � -- I � �
T � 7 � � i ! I
.� � 11 I i i I I
''T , X �' �' L y1' 71 1 . ,- I I � I I � ...11 T J I � ; I
� - - - . . .- ­ : i 7 ' -,- . � L i � / - ­ I.- - ,�.. I— ­ - ............­ I i I ­­­ ­ .--. 1111-i.- - ­4. 1-1.1--
, � I ­ ­­ -11 I'll-1--­­-, - .­ 1---
i , % ,­�,­­ I .;,I I i � � : i I i I � .w i I � I
I - \ I ­S'). �� I I
­ ,/
� / : .i, .,_ ��
­I—: -l ,j-­ � . ;W .� 2 �) � .1 �,-� =� - � -11
-- - ­ ... ­. ­ - ­­ 11 -­ 11......I.......­ ­1 - lk..i­­­­ - ,­x ­ ; , ,�;-.-­ '-',,'-
- - 1�� - - � . - I � � I i T I �0 I
­­-,"', i­- I I 11 I I I � 11 - I I � 7" T . I-1 , - i � T 11 I I I I �
I � i �'zM
I I ; i I i , I i i i �
� � T i � i I � . 11 � i , i
,­ ­ - - - - ­ ; I t ; I 1 i f L�= I �­ ,�q I i I 0
T � ; t i I i
-
j T : ! I I 1 �? ) 11 --- i I i , ! I I ; I I � I t I T i � - I I
� I -1 � -1 -- � � : 1 : : i : � I I �
T I T i � I I I IT T ,;
� I ; q � I - - I � - � i : 11 I I � i I I
I 11 I � � i � � I - -i - � I � ; I � 0
I
I "I . I I : ! - i � � - ] I � I i 11 - 1 1 - I I �--_;. I I� ,=�111 I IF i I r*-L-­- -1& I ! I I : 11 - I I 1-
: i ; . I - -111 - . �11�1�111 - - I ll I d UL! I I � 111. "I - - I . I
; i I 1 � � L­... � " ��"In lolk� , A U lilil � T -- I
i I - I 11 I M .11.�� 11- 11�1­1���, � I � � � T ! �
, ,
; , I i i I :: T � � i : 1, T­ 11 I ; , �"I
� T T � i , 1 � � -," 7 I - I ; - 7-77 � I 11.11 11 ­�V: , T : t : I : � � T ,
� i i 1� I- SM �
� T � � I I ''I I I I I 1 ; 1 ; *1 � : � i ! � I i � I
: I I 11 ­1 I I 1�1 I i T , t i � I I � � - .g
? : , i -1 I I : I ; � � I I
I 11 i � :
T I j � 1 � "I 'll I'll iiii , � I i 7 "" 1 i I T � I t I \ ON �
� , T ; , � T 1, � � � � i : I � i I It
T I I --- I I - I � � t ! �
; ; 1�' � � I
I i t 11 I I I I J T I ; T i I
...� I 11 1 1 : � �� � � , i
I i --T i I I � � I .­L­­�­-, I.. ­1 ­ - ...-
f I I i T � T I I
i ­I-­-­ -1.­- I I I ­
-�1111-1 -��­­­ ­. - . I­­­­..­.., .111, ­­ ­ ­­­­­'­,­ 7'' i : , I I ­­­,­­­­­ ­ - -­ ­-
,
� I I 1-1----- - -I-— -- -­ � L L ­1 1-­1-11-1,­'.­­ .,�:� ­..­ ­­ ­ - ­�,.­ T T , - ­t -.--!-,., -1-1 ­ -, -
11 , �­--i. - ­­:.­-11L..........­L.1 I T � I � \ , I i.L'-.1- , I � 11 � i f ; ' It le � � i 1 : I � 1 T I i I I � �- �: I I I
i ! � :\, 1 't­l-- --- ---I I I � � I ; I I ,,,,
i � ­­ i � I I : � k - -1 I 1 � � � � I � I I � ! - I I i
� � 1 t I 11
i � 1 ) i- j I � i I � T � I � l, - � -J I I -­- F I �
� -1 1 i : , I "I I i T I � � � i � 'l 41
1 i - T 11 -11, i I � i I :
i I I i ; : M � T i I � ,i 11 I 'll � I i T
� i f : ----L --l",­ ....I " -, ­­" "'
�I i", 'I I : NI 11 � " I I / I I I 11 ,
� I I I ;­ T, ? 11 11, T I I : � I I ­­ - ! i � t I 1 i I i
l T I ! I - � i � i
I ; T I ; I : 7 i � I - I j I I , i � $;, i i � 1, � i � i I � I
-i -� I 11- I � � I �, T I � � ''I I I , I I � � � � , I I I : i
) ! : � i ) i i ! � i I i I I 1� 8 � � I
�, " I : : i i I 11 ­­ I � i ] IT I - I I I � i i "k I i I � I I It
I I - I T i i � , 1 � I T
1 l � f � � i T ; i : �
� I I 1- ; i I I I I � i � i � 4 � i"I , � � i � I I
I I I i : I � 1 1 � � I I I , I I I i � � : � � -
i � i i t I T , , , � i T � I I I I � i I� 4 : T I ! , � �
I � , j T 1 T [ T Pa T � e mi
- I I � 11 I I I� � i I I l �::� � 1 3 � 9 T
I i I I i � � � � � � i i / -11 I I I I I i I I : T � I � � T ,F-, - � � � I � � , I 11
� � ; � � I I I I : i I T I ; � ; � T ; I
i 1 , i � i - ; i � I t � J I 11 I "I I I f I I I t � , " t I � I I � i : � 1 � � � - "I-i 0
1 1 1 � I I I �11 I I I I � � i t I i ,
j � I ,z, ,i ,11���
­­­ ­­­ ��. .......� I - I -i 11 11.1 .1-11 -- ­­ ­ ­ -­­ ­ .- ­­Fll -.1.I I . - . -- �. -1- ­ 1­ - 1.11-1 - -1 - .- I ­­­ ­11- 1-1-1-­ I.. � i T ..­�­-...11.­­ I -1. -i-
I I 1;1111511 I I I � ! i � � -1 � ; i � � I "I �
I � i T ; I i I I
I � I � ) I T � i �
--r­- � I ­- ,i- "" i � I� I ; � � , ( �.­­'- ­�--­� ,, , - ­­.. -­­ I I I --�-�-,- ­-­1
­­- ­ ­ ­� ) 1 ­L T L I ­­., i "'",
- I I I I ; I t l, 1 ! I T I I 11
: ; � T I I I I I I I � � l � 1 , M 8
i i t � � e �] : � I / � t � I T ! , I )I I T T I � � I 0
I � � 1 >4
11 I I I I I r I I � � � � 11 ; � : I : I 11 b
I I I I i I T I - I'll ''I I � �
; i I i I I l , ! : � H � �
i 11 � � I I'll i T I I i I - �
I I ! � 1 ! : � � � � i I i � T T 0
i `­� ­­ .... .... - -- \ ; I I , � I I I I � T i 11 * 19,
I—-I'll, " I i­ "i i,"' - -""' ­ 0...
J � � � I l I I i I
I I - - � 11 : , T I
I I le T I I I I I : ! t
; i I / � � � I 1 1 1 1 i ] - I � �
I \ I 11 ) t I I I I j , , I � T , I I � I V
ii T " I I � I
I i I I I I I �, �­, I � � � � 7 � I I - T T I I T I 11 I '" T I �
i i I i / I T ' �
i � I i H I 1 � � : , .4
iT ; i T I \ 11 T � , � , I 1 T � : i I I
11 I � � , , : � ! : � I
I : � I � I . i � I I � I I ­ � I f T
i I T I � ! ­ I I � I � � : �
: , i I I j � � 1� I I I ,,
; I I I 1 ; ! I � T I ; ' i 1 4. t , , : M
I - � I � � � � i � I I I I ... 1 ! I 1 1 / � I � I., � I ! i I -, f ; ,,, 1!� 11�­ ­ - ­­ �­ - ­'­ ,....... ..... .­­1 ­1­7­1, T-7- -- I ­­--­----­­­-
­ - 1-11-1 -­1­­1­­­-­­­ .... ..-I.. 11-1.11­117-1 I I.. ­ ­ ­1 ­­ I.- ­ -1-1, � ; ; i : I....I—— ­­­­ -- ­ I ­­� I 11 .. ­11-1 ......... .... ..�... ­­�­ ­­.­ - ....,­ ­ 1-1 ­ � ... ­ � ­T, 7 f----
T 1 T ­""`7"I"" """­ : I � � T I I , �"
i ! i � , ---- 1-1 ­L ",,.-­�­- ­­- .I 1­11-.11 -n I- � i I � � I- -�.�­ - I . � I I 111­�­11 ­­ ­ I
- I ­­. 11 , ,
T � � � : - , 11 � � 1,� � I I 5
I � � I I I � � 1 4 1
- � � I I , 1 � : I i
� � � J I � i I T ! , � i T i � I 1 , "I I , I I� I I `
f i � I� � I i
I ) � : I - � I : � I i
i � "I , I � I I I I ) � I � �
I I � I I i i i � "I , I 1� I I I � , �
i � � I I ; I ; i i I 1 : "I 11 11 I i � � � �
� I I I i I ] 511, � : : � � � � i i I I � i � 1 � i I i i I I I
i � � i T � i ! 1 : T � I : 1 � I T I � j � ) ,
i , � � I I t I I � I I I : 1 t i � : I l, 11 I I 11 11 � I
I I I I - I I � I I T
� I� I I I T 11 I 1 : � I T 1 ! i I i I I ! I ! I I � I i , � � � , i � i I - I
i � I f I I I � : X I I I I i I I f
I I \d�( 1,11 "I 7 P11
I I : I � I i I /� It i � I i I I 11 i � ,
I � i I I I T � 1 1 1 1 1 T I , : �
11 i � I 11 � i � � I i 4 , , : i j I i i I I :
I I i T T l � I T : , I � �� i : I
l I � I I � I 11 I I , I I i I I I IT i 11 "I I'll I � I i , , i : t I
I I ,� � � � � I � i I T
! i I , ; �
� - � T i � � , : i I I I i I 11 : I T � Ul
� � I � � I � T, � i � I I I i T I � I I � ''I I I 11 I - : 1 i : "MA
A � I I � "I ''I , I : , I I I I I I T ;
11 i I\ I � I � I : I I \ � i : I � r
! t ! � � � : � i i i "I I I , i
T I I : T I , I "I M �
-1 � I I � I� i � - f � � � ; ? � I I � I� - : i : � � moi
7 � I � T I I I 11 � � � I i I I
i � I I I I ! � ; � I i I ''I I I : � I �
I � I I , � T i � i , � I� I I 1 �­1­, � �. i ! : : i � \ � � ; I I i I ] : i
­­. I ­­ ......I.-­ -- -, -. ­ � . ­ . -111 ­7-7-1­- I ..."­.-­�� -­ - ­ � � � ­ ­­ ­ 1-11­­­.- ­­ - ­­­-­­ -.1---
­­­.--­ - ,
I � I ; i � 1 : � i � i
t i � I � � ! I 11 I +
: � � 11 I I I � � � � � I i ; i I I I : . ­ ­ ­ - � - ­­­-4- ­�.­ I ­�1 T
-,LL-��­I�- I­ � j , -..i.­- -­1--T- ­-­­� I 11' ­� ­ 11 ­i : ­-, ­ -
­ - . ­1­11. I - ­1 � ­.-��] 7 � � , I ­L­ ­­ ­ �- --- --- '"'" "" .......... ­
I'll I � T T � � � ! :
t T T T f i T � � : � I �"
� I I I i j � � � � I � I I I � I I
I I 1� f ! I � I i I I ; 1 1 1 1 I : I I I I )!o i T ! T T , i
- I � �, I i I �-�- f i i 0 ! -�
j I I
�, ",i I � ­­-­ ­ 11-I— � " i I I � 1-1 � � i � , T � I ! I I � i ! i I i i I � 1 � I 0
I I i T l I i "I I 11 I . � : i :i Im �
­­ � � i I i I I ! i i I
� � � : I � � I I l 1 8 1 � I
� � i I � i -11, I I 7 11 I I 1 � i f i � i
aloyd aamno @ ! I T f ; I 11 i ; i i I i H � I t 0
1 �
� 11 I i I 1 7 i I I I �I
I I � i I T I ; i �
I I-'I-1,',�, , -- i 1 : i : : i ! i
� t I ,�,­ " . ! I I t �, I - I I
� E'LL C*91. 81F L Z'V L ra aRS0404d � � i i ! I/ j, ,/ I : I ­- I � . I i I i
7 i f T �
4 -�-,,,,,"� �--M- i : i " T IT I I : I I I � I
I � ; � 11 I A i I , ' 'I I 11 � I I
I - � , : 1 i 1 1 !..I � i �
I I � � j T I IT I ! ­ I i I
I - - - - - i , � 'I I I 11
I � � I ONLLSIX3 : i I I I I I , 1:1 1 � 11 4 11 - I I I I ! �
I i I ; � i i � L­ � I I � 1 : i
I
T I � � I � i, , �, I,I e 1 � 11 � I � I I I 1- I � 1 I � i
i I I T 1i i i I i 1
6 f � I � ­ ­J­.- ­1�­,­11-1­ ­­ 1-1-1­1 ­ 1-111111 ­11111 I'll­­1111­­­111­­-------- ­�­­ ­­.­ -... -..... ­...­. .......................­­­­-
11 J I I I i � I � 11 I 1 �
i . 1­ � - ­ 8*9 -------­--­.7­­­ ­ -I'll: I-- I ...­1 ..-L. ­­ "-­ ­­­1-11,--11, ­I— ­ ­ 1.11- ,­­­­­­-­ ­V­j � f I - - -1 I— ­ i ; .-L 1- ­7, -1. I ­- -, -- � .. ­111 .1 �- �
r- L V151 V9 L 91F L 17'VL i"nIYN i i I , 1 �
I I- I -- I � i � T i : � � � [ i I I '' I I l : I i i 11� I
"I I : i � � i i
i
i I i I "I I I I 1 � I � I , i I i : ! � :-:T , T i : 11 � ­I� %J 11 � . T
� -jAgZ -jAO L � � : , � i � ; ! I T 11 � I
� I � 0 L � � I I ; T � � � I I I : I I I � I 'I A 11 I T I i
i I . . . . "I I I ; : , � ! I � � i � � i I 1� Ill � I t J i � I I
T ) I 11 I , � � I , ,� � I � : ; I : � , i I I I �
T ,
T I , � 1 � � I I -1, I 1� I I
I ,,, I I . � I I �
I I i �
T � : i 1 � J i i : i ] : � � T I i
t ADNanonj i I I I � I I'll , I� I 11 - � : I I I I I I f � i :, i � � � I i I I I i � I : !
� I t i ; ! I � i ? I I I I I I I � I :
� 1 : I ; : I � � T � 11 I I � i
I I I I . I I � I � � ! � I l i : :
. ; i i ` � 11 Iil ii I ; " I � i i � T 0
1 � I I t I i i - ! I i i ; I
I T � : �
� I I : 1 � � i 1� i : -
I � I 1 � T
i , i !� 319Y.L 3DIWIM10iHild 11 I I , ! - T : T , � I'' 10, 1: I 1 1 T I I I � , i I � i
: I I I I � i I I ( I � !
� � � I : ; � 1 T , � i T i � � T, T , : mi
t � � : : � : I i I � I ; � � i i 11 � ; 1 , 11 � � :
� I I � "I I I 11 t , � i T I I I I i I I li
: : � � T T : � � i � I , � i i� I �
I I 10 :)N ] � I i I , IT , , T ` T � I � t I t 11 11--l­ - �
;
I i I , : ; � i ' : � ; I � i ! T : 4­j I -­ � ; ] ;
1 1 1 1 1 i I I--­-11--� � 1­-1­ -, I­�I . � -....­ . ­-.1.
­.,.­ 7-�­rrr I - IT ' L, ­--,Ill, I ­­­­ ­­­­­1,-­­- -1.­ ­ .. -1.........1­ ­­­ ­­ ­ -1.­1.11- .I,,,-- ­­�- 1 � -­­­ ­­­,�,���.�.L��,,,�!�-�,--,�,,�,,!,�-,,��--... --�­ i i I i :
: , , I .... .I.- ­­Axe ­­1 ­­�­: ­ - ..L ­­N�----�Jj­rr­��,�­ � � ­1-1, ­ - ­­ 1 ! - .......
I i I I ,
I I f I I 11 I
I i I I � t T f � I : ''I I I � I i I
­­­­ ­­ r ,�I- .li­�L 2--- ­: ­­­-! : - - �. ­4­.�­,,....F­k '"'-­1­7 ­7 "" 7 - I -1 11 I i I I 1 +
i ,� i I ?"Ji­-T J T
� I � i- I I I I I - I � it I ,�­l � I t � � : T I : � I � I I ! I 1
4 '' i ! T i � � 1 � i � � ii J 11 t"i I i I � � 1 : i ) �
i j 11 I T : � I I I I I I 1 � 11 1 :
� I ,I ' : " �i i : I 1 ! I r 0 11 I T t i � I � � I . 1� I L i 1 i ! - i I i � , :
I I l I'll � T i I I I T , � I T I :
I � I I T , 1 1 1 I I � f ; i I i I � � i !
I � i I
! 11 � I J ; � � 1 ) I � ­ I "I'll, 11 I i I I � I� �, � I I � , : - I I I
� I I � �"­1­--­"­ i I � ! i � i T T ; I ! i I 0
: I i
: �­ 1� ,t , - Qys i I i � � I
y ; "U : i :
ii � � : T I I - I � �, 1� 11 � I I I I I I - I � I I i
i I I � i" I '' -i ,V � � T � 1 � I I �
I � ( I � � I I � i , T t 11 � � I i T I
i i I .Vgs- OCId i � I r 11­­ I I � � � i I I I i , , I I l
I � � i I T : : l I � i i I � 0
! 1 " i '�, � i""s I i � , I, � j I : I I " - I T I 1 ! ,, � [­ � i H I T � - I 1 1
� � ! � , i
� � 1 (N."flwwiis AX I , al M i I T I 1� , t .-�A I � .4, �
T I
: I I ; I � 6 �
I � I - I I'll I � I I I
i I I I i � ­� �­�'i � � T 1 � �": � I
�
� � I ll � ! , %i �
� i, i 1 "� '�­ - I I I -1 I ' r i �
I 1 1 1 � I �­J ,-
T � ) � � ; � i Tl � T ! I - ' � � 1 � T 'm i � ! � � .0i � -­­ Ili-Jr � J
i, I : :11, ; � l I T i i i � � � T , �' � 0 .". it ­11i I i , � �
� � � " 4 T "'I i 0" �
I t j i i I I
� I � � � � � 11tq I( I I I 1 � � � � � � � i ,
i � I .11-16 '02. : I
� I � 1 �011; K,T��VE� 1%
i , �,,I]­[­1, I ­­ i" 'Lf I -, -r . i � LL..- I ii-­.1.1.1-] I I-1-1.11 I'll...I... ... ­t­L1­L' ---.--... -- ----­'­"�r......... ...�­�L­1,­LLLII, .-L.1-J.' 'L 1- 1. ­ ­L-L-�i ­Li ­­ � -­LJ -.1 ---,- 11- -- .1 ­­ -...I. ......1�...­..­.........­..-
I 1
1 � 1 , ­1­ I
, I , i � ,� :" t : i � i H 1 � I ­­­­ - �­' � t , I J-11....1.-J......L1, -, . ..... T - - -
I­­1 J11- ­ 11-111­. ­­ [ ­ �­J­11.1 .. �1­1­ ­-A Ld- -, ­­� ­i i-J­L-1 ­� �� � -1. - ­ -.1.­.- ­­­ � L.� J J- I'— - L ,�­ -1, , - -- L]­[­,­,­­.­­ - -­'.­ I ­Ll - .-­­.,­i ­
i � -i I ­ ­1­.1 J­­­ �.1.T­I � .17". .-.-- - 1­11­1 ] �1­1­ �.
­ "-­�[ ­ I 1- ­ -
Z i
05;z 0%0 L 0 5; 0 0s; 0 00C i
­-------�11----�'ll-l-l�.,�--l�-.�-----�l--- L­­­ -­­ .-�����'....-�.�-,�,-�,-,--�"-���-��...........­­­­­­­­­� I—.I..-­-­--1­­­­­­.­.­­..1­­­.....­-­,.­­1­1 ­................-I—-­­­­­ . ­­­­­­1­­----­­­­­­­­......-...-,-.-�.-�.-..I��--"�"-"-..-.�---�- -­,­]�---­-
L-­­---­­ . -,, .­ ­1--------I--------­­--­--­ ­­­.. - L­­­­­--------­­L,�........-���,��-,��.��--��--��-.-�,��,--�---�,-��------­­.........-1--­ i ­.-11.­­, ­ ­­­­­­­­­­.,­....­I....­­­-­­­-----------------L­­­-­­..­-..­­­"J­­­,'I,­­­­­ ­­­­..­[­­­­­.­­­.­­­­­.,--­........ ."�-..-.-....-.-114��l���-1---�.-�,�,-���-.,-- ­­­­­­­­­- - ­­­-
4 SITE DATA U.,
ADDITIONAL INFORMATION AND COMPUTATIONS R: -.�--
1.15 SQ USGS QUAD (HAVELOCK) I /-1
,.:
Drainage Area - - MI- Source ---------- 6� CULVERT SURVEY & HYDRAULIC DESIGN REPORT \J
�0:
- DA= 1.1 5 SQ. M1- ----- River Basin NEUSE Character - RURAL - q:
ml: N. C. DEPARTMENT OF TRANSPORTATION
SC, NSW 3: DIVISION OF HIGHWAYS
Stream Classification (Such as Trout, High Quality Water, etc.) -------- - ----------------------------- 1: HYDRAULICS UNIT
WA S: RALEIGH, N. C.
=)'
USE USG$ RURAL REGESSION EQN, 2009-5158 TO COMPUTE DISCHARGES Data on Existing Structure ------------------------------------------------------------------------------------------ 1:
----- ---------
he
�:
FROM CHART C200.2, 50YR DISCHARGE=275 cfs, SAY 280 cfs Debri Potential: Low------Moderate-----L High ------- I
-- -- U1
100% REGION 4 (COASTAL PLAIN) Data on Structures Up and Down Stream .---UPSTREAM: 2@8'x5l BRICK ARCH CULVERT (@R/R) : I.D. No­ R-1015 34360.1.1
5: -- - Project No- ---------- ------ Proi. Station ---------409.-�-41--�-L-z---------
DOWNSTREAM: 3@9'x7' RCBC (@US 70 @ TUCKER CK.) V: County --- CRAVEN ........ Stream ----4T-TO TUCKER CREEK WA
QIO=174*DA*",0.617=174*(1.15)10.617=190, SAY 190 cfs �: -- ---- Stru. No------------
�- -- I
WA 0�-: On Highway-­.Y�. 70 BYPASS ---- Between �1!-!T�?-Mt!W-�N and ----------M-1176--------------------
Q25=245*DA^0.606=245*(1,15)^0.606=267, SAY 270 cfs Gage Station No---- Period of Records WA -------------yrs. 5:
--- - 41: ...?.@�10'x8' RCBC, EMBEDDED 2 FT, BELOW STREAMBED
WA WA WA 5: Recommended Structure
Q50=309*DA,"0.60=309*(1,15)^0.60-336, SAY 340 cfs Max. Discharge ----- ------------------ c.f.s Date Frequency -
&�
vi:
Q100=380*DA,^,0.59=380*(1.15)^0.59-413, SAY 410 cfs
--- Historical Flood Information: C41:
Q500=550*DA-"'0.58=550*(1,15)^0,58=597, SAY 600 ds Period of Recommended Width of Roadway-JIA?­R-Rt�P PT. TO SHLD, PT. goo
: -------- Skew
---------------------�----------------------------------------------------------------------- Date----N/&-­ EIev.----WA.-ft.Est, Freq. .--N-/A---yr. Source ------- WA - -Knowledge--"-yrs. F
V': Recommended Location is (Up,At, Down) Stream from Existing Crossing- ----- NEW LOCATION
Period of CN.
WA d
Date----N A----- Elev­X-A...ft.Est. Freq, -NIA--yr. Source ------ ----Knowledgk-t+A-yrs. LE Statewide Tier 0 Regional Tier 0 Sub-Regional Tier 0
---- Allowable HW Elev. !A-.Z'.(��!�T.-)Rgrk-W�g�-(-&M!��P,�-P-��)-ft. Normal Water Surface Elev. ­10.9-----------ft. U.
I - 0 Bench Mark is ��_.�26 -BL- STA,430+61 / 326' LT, RR SPIKE IN 811 OAK TREE
-�------------------- 11�
Manning's n : Left 0.8- -----Qt.!­ Channel.-­9--9�L- Right O.B. ..A�.- Obtained From --��P!��illls :
­: N 438405 E 2614036
------- Flood Study/Status ---NOT LOCATED IN FLOOD STUDY 0-� Elev. _�6.38_FT --ft. Datum: NGVD29
------------ Floodway Established?---- WA 6,
---------- With Without 10: Temporary Crossing ---NONE-----------------------------�-----------­----�----------------------------------------
Flood Study 100 yr, Discharge .f,s.;WS Elev.: Floodwoy 0 R
----Nl?�-- c -----W&-----ft I F1' I
:
---------- DESIGN DATA : F T I I 11" %1/1 , � 11 """", Ir"I", -1
I,'2,,, ,4, �, I 1�'�ek , I 11�11191f /' ""r - *
" "I , ," 'r, ,� i�j"'T�,
� 11 , ", 1, � 't ,,�" / I
# ,,",'' , /M�
6 -, lf� ",,40, '' , ,.; ,,,%, """/")
,11 ,,,11" 11/1, "/� - 11 31j" V, P1,,�// 0
�', /,; ,I I I
I
, I
z 11 /11 ;, I P v 4 I
-- 11 , /; ,
,,,; �f , ,
1,I't, i,
I /, �, �;,�1�11 11,'�"'flt, � , ./
USGS RURAL REGRESSION EQN. 2009-5158, REGION 4 ,i ""ll
, "' "I , I TI!/ ,",",�,�"T`­ ,$ li
, ", , I
, ��, ,/ , , ,,,- I I I
...... , , "
,
Hydrological Method I " �/,"""z�,, ,/ i
------ )*'W'164 I ,2,"4 I ­`,"A
Irl"'I'l 0`06i/�;;,� ­9
I I
, , ,,, ""'I",!"
ii� � M, �1�
Hydraulic Design Method .HY-8,WITH BACKWATER EFFECTS U,S OF CULVERT CALCULATED USING HEC RAS 4.1.0 " IT
� ,� �
­- ",4 1""'t �
'"'I'l 1,/,;'7�1"[(`��
; 1, !��,�`,"7, � 15
,
1 I " ;;
NIT.,
' '
�, ""/
�/ ,, Mt, I
, 'l-Ill 11,t,,,/�'/�­ "I", ­',!y',,,',;
,
,,,, 11,
N "
: 11 ,f I I
, "
I I " 1 !,
­//1 " I ,ii//,
, ,,t"­"",,�;t�," .. ...�
Ln iii, fl'111�4, � ")ol�­'�­'f�;�', /
NOTE: NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED AT THE Y-8 OUTPUT ABLE N�, ,�� ,� I
, ,(,�a I
F): I 0111111 '44 R I��11 I I­, I/
" /"",
--- INLET OUTLET ]CAL OUTLET TAILWATER OUTLET TAILWATER ;: �;"," "11�kf"",,�,!,"'�',`,,1, I I
HEADWATER )NTROL FLOW NORMAL CRIT "I
PROJECT SITE DURING CULVERT CONSTRUCTION, NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE FREQ- CONTROL CC DEPTH VELOCITY VELOCITY "I'll, ,,I,
ZE & TYPE UENCY 0 I ELEVATION DEPTH D TYPE DEPTH DEPTH DEPTH : "I
--- ------ S1 (C.f,s. EPTH ,�
(ft) (ft) (ft) (ft) (ft) (f A) (f t/5) : I I
I
(ft) (ft) " 11
,
I ,
ENGINEER AND MAY BE SUBJECT TO PEP-MIT CONDITIONS, 6 I ,
-- 2@10'x8'RCBC* 10yr 190 13.4 2.1 3.3 a-Ml 3.3 1�4 2.8 2.8 . 3.4 , 3.9 z
2@10'xS'RCBC* 25yr 270 14.2 2.7 4.1 3-M2t 4.0 1,8 1 3.3 3.3 4.1 4.0 - 6 ITI I
-- - --------- A
NOTE: THE DATUM USED ON THIS PROJECT IS NGVD 29. ALL SURVEY DATA WAS PROVIDED 2@10'x8'RCBC' 50yr 3AO 14.8 3.1 4,7 3-M2t 4.6 2.1 3.7 3.7 4.6 4.1 1
2@10'x8'RCBC* 100yr, 410 1 5.2 3-M2t 5.2 2.4 4.0 4.0 51 4.4 I: I 1
15.3 1 3.5 1 - ­ I - I I
I
USING THE NGVD29 DATUM. ANY OTHERELEVATIONS PROVIDED THATUSEDTHE I— "--- :-�
2@10 x8'RCBCI* 500y� 6001 17.3 1 4.5 1 7,:2 4-Iiiii 6.0 3.0 6.0 6
z
NAVO 88 DATUM WERE CONVERTED TO THE NGVD29 DATUM. IN CRAVEN COUNTY *EMBEDDED 2 FT BELOW STREAMBED,ANALYZED AS 2@10'X6'
--- --- 9 I
THE CONVERSION FACTOR. FROM NAVD29 TO NGVD88 IS -1.09 FEET, .
Is a Floodway Revision Required?------ NO J L I
----- 3.4 3.4 W �
outlet velocity NJ ------- ----.f,p.s. Natural Channel Velocity (V10) ----- ......f.p.s. 19 . ,-­i---­,
NOTE: NOTE: THE CULVERT EMBEDMENT OF 2'WAS DESIGNED TO ACCOUNT FOR U :
," 111�ii,,,
ce : 1, "%�%'�-� CAR9�/�*
',�&
ii r ,
,, �J ............ * �#,,
_ ,
Required Outlet Protection -----NONE tj : BRIAN M. RADAKOVIC, PE 4 * . ,
THE VARIABLE NATURE OF THE STREAMBED DEPTH. Designed by: ---------- , W #
-- U : , :% o Al
o ,itss/o 4%y ;*,�,
INFORMATION TO BE SHOWN ON PLANS R : Date -Sitg�L ,J*� ..WS
� ri % W,�,
------ ------ 10, 4 A�w -`1,'-%, 0.
: Assisted by: -----------CARLAS-R,-SHARPLESS, P.E--------- I it
------ - WS Elev. Taken @ Culvert Face 14.8 Cl : -------- -- ------------- - :Sm o SEAL S
Design: Discharge -----149----- c.f.s. Frequency ---------�9---------yr. Elev- -------------------------it. - i `,l I 39249 . -ft
: Project Engineer : ------NAY_&. io Is
---------- - _41[��INGS,PE ,% le
I
,
S ,
, �
I
I
I � , .LW
I I
,
�
, , � , �
,
,
1 4 � � I
i
1 i�I i - - -oly
k��, --,­� � M;)
I
- I -�l i I 3 T-P,N ;.�
i � t I�
- � 7 , j ; �� I I, I-
� , 'L f --
� i� � $�,4� .
�-
­-
I[ 7� �F7��, - , � � I
i � I. � �
i
� , I 7, i i
,
,
I
I I i
( , i �� 1 i --
­1F �* , !-.--
­
-- I , i I I
,
, .
I '� I 1� , ,/� 9 I I
11 � ,It
�-1 .1-
�, !
11111 �.­ I
&1L-T
� r/
i
i
i
� ��' I
I
i � I
Base Flood: Discharge -----43A----- c.f.s. Frequency ---------lop-------yr, Eley- --------- 15.3 -it. �� ----- --------------- 11, -....G IN.., --
Reviewed by: ........ STEPHEN R. MORGAN, PE �� , 4444640o
--- ,
Overtopping, Discharge -----NA"----- c.f.s, Frequency -------AQPL±_��-�---yr. Elev- -- WA* ---------ft. I I 11 R
(A fit
* OT EXCEEDS 500yr EVENT, LOCATED AT INSIDE SHOULDER POINT @STA 497+80 -L- -
--­­­--­­-­- -- ­­­­­­--­-­---­- --,---.--.---.----- --- --

.............. .............................................. —-–——-------------........... .............. ............................. .............. ....... ....... .....................II............. II .......................IIiiIII ..........................I ...........IIII ........... ....................... ...............IIII ..........II00461 01 5081 I.......... ............... ...............IISN(UYJS NM IJDX3 Wvjs Tly ­1 ,­­­I.,11 ­I.1-11, I ,, ,, 71 ­7­1' iI 11 1111i , l� j Ia(SIM 3m)W A W ONY 11 IA INO bNOY8,11)SNNQ ING 01 9 ....... ..... Idyl,r-----------............... I0411109 Slft A33a lIIIIIu ot, =m%imm 7...........49 00 =WS SSW %�'x..........N EIVEN1 :iildOlS TMQIWON01 m II9 Sao III ..........6'0 =0 ...................[TO 410 ........... ............ ...........%WA 11 NO ISM= . . . . . .. .. . . . . . . . . . . . . . .HAI 9/M AND MY]31011SIM NO 19 I 1K 5E+161 01 00+061 YIS . . .. . . . . . . . . . . ............... .......... W IIIA R =OMS II!im 01 10m)IIJal S NOVIS To" 4
..........411 S0,111 =1101S M3 IIIII.............. IIN OEM IdOIS"10MON01 ............. ILoro =0 . . ..... . . . . . . .6*0 ............. ...........AP t ;41 .............. ............. ..............3D 961'0 =YQ ....... ...... .............183 1 19A 00+061 01 V+L9Z YIS WO=NNS . ........ ....................... --------- . ......................... I1A 01 A10K AQVIONS .......... lI177 III#q OREM 401S WN1101RON01 .. .. ................. IScott) =0 II................ ............... ...... I60 IFr J40 t =1 I .. .........%W'14 It NO 5NN UO ..........QN1 WA AINO SINY1 3ORM NO . . . . . .I1Q3T*5L+L910106+181y1sV" ................ .......... ......NO '10-11"IO)s . . . . . ............ I SISAW agis I j ............. IInj I10:11
..............IIIIIIIBY IV III39alls a3sopi 4o ix snp: III ... . . . . . . .*Jj TO%4,WK NO103S I :RON
i.................... I. ... . . . . . . . I ............................ ................III.......... II*4 9 I ................II ............31OVI DN"NOM I................. .......................... ................ ION I.......... ........... i ...........G3SWON sn WE U 40 3DVj I ............... ......1'909Ci NO1030 II...........'01 ['01 9*6 0'6 03SOdOld L-11, L6 ............. iII... .......I .......... . ...... IL6'0[ '01 8-6 C'6 TflfUVN I .......... ........................... II .......... ............
II ...........iIII. . . . . . . . '06 77,AMS IIIIIiOa)N I ...................... .......... .......................... ............. .......... ........................00--56Z 0006Z 00 C6Z 0 Z6Z 00-161 00--06Z 00--681 00--88Z 00 L81 001 98Z 00 98Z DO--"Z 00- C91 00--ZOZ 00+191 0018Z 006L1 00 OLI
0 ............................................. SITE DATA INFORMATION TO BE SHOWN ON PLANS Drainage Area ..... 22 SQ MI. .......... Source USGS QUAD WS EL Taken @ River Station 13608.1 ..................... ....................................................... BRIDGE SURVEY & HYDRAULIC DESIGN REPORT
Design: Discharge.......?,QqQ......c,f.s. frequency ......�Q......... Eley. .......11.......... River Basin � ............NEUSE.................. Chorocteir ................RURAL.SWAMP......................... ....... ........ N.C.DEPARTMENT OF TRANSPORTATION
Base Flood: Discharge......1,kkQ......c1s. Frequency .......199.......yr, Bey. ......101........4. Stream Closisklion (Such as Trout, High Quality Water, etc.) ..............CLASS.C,.NSW................. DIVISION OF HIGHWAYS
HYDRAULICS UNIT
INi WA* �9NE (NEW LOCATION) ................................. RALEIGH,N.C.
Overtopping.*Discharge........NF......cf.s. Frequency ..................yr. Eley. .................... Data on Existing Structure ...................... ............................IOT EXCEEDS 50k EVENT ...........................................................................Jotal Waterway Opening.....Y�......0. 343603,1 287+0 4-
Waterway Opening Below 100yr.WS EL .....Yk......sf I.D. No....R.-1015........ Project No. ............................... Proij. Station ..............................
ADDITIONAL INFORMAICIN AND COMPUTATIONS DeWs Potential: LowJ...Moderate........High...... SOUTHINEST RM OF
NO UP STREAM STRUCTURE County ...... PAVEN........... Bridge Over........ ..KICLIKIM............ Bridge Inv. Noi RURAL COASTAL MAIN Data on Structures Up and Down Stream ..................I .................................................... ........ ....... ......
SIR 2009-5158 FEMA DISCHARGE On Highway.....US.70..BYPASS....... Between Sl�.17561AKE.ROAD) and......SR.1747..(SUNSET.ROAD).....
DOWN STREAM STRUCTURE:I @ 30',1 @ 35'CORED SIAB ,OAL = 65' ... .. ....... .... ...... ...... .. ..... ......... ........................ ............................................................ .............................................................................................................................................................. IDUAL BRIDGE;SPANS:I @ 135 12"MOT,44 FT CAPS .. ... ......5 G Recommended Structure ...............................................................................174 (22) 11200 CFS (rounded) ...�!.�R,174 HEI HTS BLVD)4500_FT..DS.OF.PROPOSED..BRIDGE .................................. .................. ........................................... .................................... .... ........ ........... ........... .. ... ... ........... .....0,6= 245 (22) 1,600 CFS (rounded) Design Control Elev. 0 ..........................................................................................................................
Width d Roadway.Dual Bridges,38'Face To Face,41'-3'Out To Out Skew .........90'
.... ............
R�= 309 (22) 2,000 CFS (rounded) NONE Recommended ...............................................
Gage Station No........................... ...... Period of Records ............. ......WA..................yrs. 0,
..........................................................................................................................024 ,4j', Recommended Location is Ur,Af,Dow Stream from Existing Croi.........NEW LOCAPON
ROD= 380 (22) = 2,400 CFS (USE FEMA DISCHARGES) R.= 2658 CFS Max. Discharge..............Ni.......... c.f.s. Date.......!�............ Frequency ......... ....... .........................
.......................................................................................................................... ....Qm= 550 (22)OA= 3,330 CFS (rounded) Historical.Flood Information: Statewide Tier 9 Regional Tier 0 Sul�-Regional Tier 0
.. ...............................................................................................................I ...... LL
Period d a Rench Mai is BM15:.BL.STA.210+11,25l.FT.LT;.R.SPIKE.IN..TREE...............................................Date NONE,Eley.........It.Est.Freq.........yr.Source...................... ................Knowledge..........yrs. ...... .. .... .... ........ .. .. . ...... . ....
Period of N 418342 E 2616961 Eley. ..................
CONTRACTION SCOUR: ..................... Date Bey.........J.Est.Freq. _....yr.Source...................... ................Knowledge..........yrs, rn ........................................ ...�1.-q!....fi,Datum:. NGVD 29
Period of NO CONTRACTION SCOUR OCCURS SINCE THE ACTIVE FOODPL4N IS NOT BEING CONSTRICTED 00. Temporary Crossing ...........................................................
.......................................................................................................................... Dote.lI Eley.........J.Ed.Freq. .......yrSource.......................................Knowledge..........yrs. 6 ....
BY THE BRIDGE. Historical Scour Ini Contraction_NO-NE---t. LOINE............... ........................................................................................................ ........LOCAL SCOUt .................... I Slope.... j*Source....HEC RAS MODEL Normal Water Suhce Elev..........!�........A, z fCSU,EQUATIOM .................................................................... Charim ......... ..........YS= 2.OR Manning's n:Lefi ....Channel...0-045... Eight O.B....115...Source .........CRAVEN..FIS.............................................. ........................................... ....... ...LIMITED STUDV00 YR FLOOD WARD ZONE Non-Encroachment YES Ys= Flood Study/Status ............................................................. Established? ............................................ ............... .................. CRAVEN FIS DATED APRIL 16,2013 10I:Iyr Flood Study 110II)yr.Discharge... WS Elev.: With Wiithout 0 1
..................................................................................I.......................................
PIZ 0 1143 MA 0.35 0.43 Nognamchmi!4J, Non4ricroachment Ys= 2.01T)i(l)(1.1)(3) (6.0) (0,303) Ys= 2.0P)P)(l1)(3) (611 (0-293) @ river Station 14044.1............................................................................................................................................................ DESIGN DATA z
. ...... ... ........ ..
Hydrological Method..RURAL COASTAL.PAN..USGS.SIR.20094.58........................................................................................................................................................................... Hydraulic Design Methoi 4.1.0...I................................... ..................... .................................................................................................................................. Floods Evaluated: Fro Eley. Backwater Bridge Opening Velocity, 0
.......................................................................................................................... �111 (11:14 (fill 101) 0.110 z
River Station .....10....... ........1200..... .......9,0 ..... ...01... .........1'0...........
................... ..................................................................................................... ..... ... .... ---13608.1 25 1600 9.6 0.0 1.07 C
.............. .................. ......... ...... ...... ... ................................................................................................................................................ 0,.0 11% 2
N20 101 ..................................... .................. ................
................................................................................................ .........................NOTE:THE DATUM USED ON THIS PROJECT 6 NGVD 29, ALL SURVEY DATA WAS PROVIIDED 100 2658 10.97 91 1.08 z.......... .. .......... ...... ......... ...... .......... ..... ...................................................................... W
................................................................... W 2 4% L��Lo USING THE NGVD 29 DAN. ANY OTHER ELEVATIONS PROVIDED THAT USED THE 500 3300 11.7 Inq............... ....... ....... ......... ...... .......... ....................... ii.. I......................................................................................................................... 14,BRIAN K RADAKOVIC,PE NAYD 88 DATUM WERE CONVERTED TO THE NGVD29 DATUM. IN CRAVEN COUNTY Waterway Opening Provided BelowDesign W.S. W1 Elev. Designed 4:............................................... SEAL
...................................................... .................................................................. I Dote 100
39249 THE CONVERSION FACTOR FROM NAVD29 TO NGVD88 IS—1.09 FEET. . ...........QUYNH..T ........................ 0 Assisted tr ...... . ..NGUYEN
Average Channel Velocity [Design).....4.2.....fp , Ayerage Overbank Yekity Pesign),.......9.1.......f#s. 0................................................................ ......................................................... 10I:Iyr = 5.0 RA 1. Local 5OWL E Project Engineer ...AMY A.BILIJNGS,Pi........ ............................ I 4NON
,# I
Computed Scour: General.........0.9 .....ft. Contraction .......... .................................................................................................................................. Reviewed .........STEPHEN.R,.MORGANc��_qm 15 a Floodway Revision Required? ......... .. ......................................