20190230_CP4B hydro plans_20141015

0] See Sheet I-A For Index of Sheets' STATE STATE PROJECT REFERENCE NO. NO. SHEETS
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STATE Old NORTH CAROLINA SHBBT TOTAL
P :�• J MN. N.�. R-25826
DIVISION OF HIGHWAYS
_ Ema PROD`cr STATE FRO.NO. F.A.FROJ.NO. BS RJFTION
cw PROJECT R-25828
R-25828 34472.1.5 NHF-158 7 PE
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E�SOO' NORTHAMPTON COUNTY
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Sr,o SR 2q LOCATION: US 158 FROM SR 1312 (ST.JOHN CHURCH ROAD) EXTEND/REPLACE 3054'CMP OR CULVERT oo '�
TO SR 1333 (MT. CARMEL ROAD) EAST OF JACKSON -`- " +90 +/- o �o
Ed ds Pocos,in
-Y23- STA23+50.00 � �+
Mr'
TYPE OF WORK: GRADING,DRAINAGE,PAVING,RESURFACING, END CONSTRUCTION Q�F�
�1 AND STRUCTURES UY24-
()
VICINITY MAP GUARDRAIL, SIGNALS, us ,ss
Merger 4B Meeting Plan Set 1MM4 M
W BEGIN TIP PROJECT R-2582B -sR2-
O —L— POT STA 450+51.83
s�
-Y23- STA16+75.00
BEGIN CONSTRUCTION
BEGIN BRIDGE RAMSEY CREEK
-L- STA7W+9553 END TIP PROJECT R-2582B
-ORI-
BEGIN CONSTRUCTION —L— POT STA 902+00.00
`
US /58 BEGIN DETOUR END BRIDGE
EXTEND/REPLACE CULVERT -Y22- STA/0+00 -L- STA8 12+0230
-L- STA457+82 +/- BEGIN BRIDGE A
�
� -Y22- STA28+9/J2 �
SWAMP N G END BRIDGE
SWAMP w -Y22- STA.30+8857
Q END DETOUR
V e LIMITS -Y22DET- A30+4950
i -Y22- T 42+50
0 END CONSTRUCTION
0
z �s�y Jackson
-SRI-
-Y19- SR 1136
BOONES MILL RD.
GUMBERRY
SWAMP -Y21-
US 158
BOONE'S G�
MILL Q
POND q�
c INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS. BEGIN BRIDGE PRELIMINARY ]PLANS
ff A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF JACKSON. -L- STA 641+2556 -Y20- SR 1126 DO NOT USE FOR CONSTRUCTION
'• • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD END BRIDGE BARROWS MILL RD. SEE SHEETS 2-G& 2-H FOR -Y22DET- PLANS
A +
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of;
HYDRAULICS ENGINEER
� ADT 2017 = 6018
DIVISION OF HIGHWAYS
50 25 0 50 100 1000 Birch Ridge Dr.,Raleigh NC,27610 moon,
ADT 2035 = 7900 LENGTH ROADWAY T.I.P.PROJECT R-25828
z K = 11 % 2012 STANDARD SPECIFICATIONS
� PLANS _
% P.E.
50 25 0 50 100 D = 16 % * LENGTH STRUCTURE T.I.P.PROJECT R-25828 = slGxaruRE: q
RIGHT OF WAY DATE. JASON MOORS PE
PROJECT ENGINEER ROADWAY DESIGN
V = 70 MPH MARCH 13,2015 ENGINEER
��Q PROFILE (HORIZONTAL) * TTST =9 DUAL 7
un*z O TOTAL LENGTH OF T.I.P.PROJECT R-25826 = 8.50 MILES �� �Q
w 10 5 0 10 20 FUNC CLASS = LETTING DATE. BRYAN C. KEY, PE pip°°
EXPRESSWAY/FREEWAY MARCH 21,2017 PROJECT DESIGN ENGINEER
v PROFILE (VERTICAL) Ak REGIONAL TIER RE.
SIGNATURE:
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
P A V E M E N T S C H E D U L E IFE—ommE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
(PRELIMINARY PAVEMENT DESIGN) PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, E3 APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. E 3 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.58, PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
C2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO E 4 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PROP. APPROX. 51/2" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
C'3 PLACED IN LAYERS NOT LESS THAN 1%2" IN DEPTH OR GREATER E 5 AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
THAN 2" IN DEPTH.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
(,'4 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO E 6 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
LAYERS. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TO BE
C5 PLACED IN LAYERS NOT LESS THAN 11/ PROP. 8" AGGREGATE BASE COURSE.2" IN DEPTH OR GREATER J 1
THAN 2" IN DEPTH.
D1 PROP. APPROX. 2%2" ASPHALT CONCRETE INTERMEDIATE COURSE, R1 8 x 12 CURB AND GUTTER
TYPE I19.013, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, 9 x 12 CURB AND GUTTER
D 2 TYPE 119.013, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R Z
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" 2'-6" CONC. CURB AND GUTTER
D 3 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR R 3
GREATER THAN 4" IN DEPTH.
D4 PROP. APPROX. 21,12" ASPHALT CONCRETE INTERMEDIATE COURSE, R4 8" CONCRETE TRUCK APRON
TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
D5 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, T EARTH MATERIAL.
TYPE I19.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, EXISTING PAVEMENT.
D 6 TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. u
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" MILLING
D 7 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR U
GREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, W SEE WEDGING DETAIL
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO NOTE: PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
CL SURVEY ft EXISTING
SURVEY VARIABLE
C
a DE
POINT
-a
N
_
Tj
MIN. _ _ _ _ _ _ MIN_ J MIN. U MIN. — _
- MIN.
o" MIN. MIN. MIN. MIN.
mo
Wedging Detail For Resurfacing Detail Showing Method of Wedging Detail Showing Method Of Wedging N.
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2-A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
-L- (US 158) DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
6' 18' 10' 24' 46' 24' 10'
13'w/GR
z 6' 6' C4 3" S9.5C
VARIABLE o v 4' GRADE 2, GRADE 4'
SLOPE z FDP POINT FDPS FDPS POINT FDP
37 2 2 C4 C4 V) D5 D4 C4 D4 2%2" 119.0C
025 0.04 0.04 .025
_ 0.08 6.1 6:1 0.08
- -T - -6:1 6:1 11Yz° r T bl. br Tp D5 3" I 1 9.OC
ES 16Y2°E3 A 6:)
GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE
VARIABLE E3 3" B25.00
ORIGINAL GROUND
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO.1
-L- STA. 451+00.00 TO STA.457+00.00 E5 51/2" B25.00
-L- STA. 469+50.00 TO STA. 478+00.00
-L- STA.498+50.00 TO STA. 515+00.00
-L- STA. 553+50.00 TO STA. 559+50.00 11 8" ABC
-L- STA. 609+00.00 TO STA. 641+00.00
-L- STA. 669+00.00 TO STA. 683+50.00
T EARTH MATERIAL
-L- (US 158)
U EXIST. PAVEMENT
6' 18' 10' 24' 46' 24' 10'
z
I 13'w/GR W WEDGING
b 6
OVARIABLE V 4 2' I 2' 4
SLOPE O FDP GRADE GRADE FDP
z O POINT F FDPS POINT
C4 I C4
025 0.04 0.04 .025
6:1 4: 6:1 0.08 6:1 6:1 0.08 V
T 6 16Yz" T I T b 16 6" r AR'3:7 TO
7 D J1 I J1 D 6.-7
VARIABLE GRADE TO THIS LINE GRADE TO THIS LINE
SLOPE TYPICAL SECTION NO. 2 ORIGINAL GROUND
USE TYPICAL SECTION NO.2
-L- STA.457+00.00 TO STA.469+50.00
-L- STA.478+00.00 TO STA.498+50.00
-L- STA. 515+00.00 TO STA. 553+00.00
-L- STA. 559+50.00 TO STA. 593+50.00
-L- STA. 599+00.00 TO STA. 609+00.00
-L- STA. 641+00.00 TO STA. 641+85.56 (BEGIN BRIDGE)
-L- STA. 643+07.16 (END BRIDGE)TO STA. 669+00.00
-L- STA. 683+50.00 TO STA. 794+95.53 (BEGIN BRIDGE)
-L- STA. 812+02.30 (END BRIDGE)TO STA. 902+00.00
-L- (US 158)
I
_ 6' 18' 10' 24' 46' 24' 10'
13'w/GR
z b' I 6'
VARIABLE V FDP GRADE 2, GRADE 4'
KO O POINT FDPS I
FDPS POINT FDP
a 3 7 2 u_ D4 C4 D5 yy C4
C4
0.08 .025 0.04 I 0.04 .025 0.08
6:1 b,. 6:1 bd 4R.
V 3:
N T bn E3 16Y2" Jt T ' r ES 11Y2'�- - - 11Y2,. D E5 T 7 TO 6:7
m
N
VARIABLE GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE ORIGINAL GROUND
o SLOPE
TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO.3
o -L- STA 593+50.00 TO STA. 599+00.00
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2-8
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
—L— (US 158)
I
10'MIN 24' 46' 24' 10'
MIN 4' C4 3" S9.5C
GRADE GRADE D4 21/2" I19.00
POINT �� POINT
0.060
— — — — — _ —� I D5 3" I19.00
- - - - - - - - -EXISTING - - -
- -
TYPICAL SECTION ON STRUCTURE USE TYPICAL SECTION ON STRUCTURE E3 3" B25.00
—L— STA. 641+85.56 TO STA. 643+07.16
E5 51/2" B25.00
11 8" ABC
T EARTH MATERIAL
—L— (US 158)
U EXIST. PAVEMENT
10' 24' 46' 24' 10'
4, 4
W WEDGING
GRADE GRADE
POINT POINT
2.025 0.025
TYPICAL SECTION ON STRUCTURE USE TYPICAL SECTION ON STRUCTURE
—L— STA. 794+95.53 TO STA. 812+02.30
—L— (US 158)
10' 24' 46' 24' 10'
SHOULDER 6, SHOULDER
1'6"3' 3'1'6' 4' 2' I 2' '6"3' 3'1'6"
FDPS FDPS
GRADE STD.865.01 GRADE
STD.610.03 POINT I POINT
6'vC 02 .04 .04 I VAR •02 .04 04 STD.610.03
L�
m
9" 22„ 6" � 6" 6'VC
a T T $$" 9'
GRADE TO THIS LINE
GRADE TO THIS LINE
N TYPICAL SECTION UNDER —Y22— STRUCTURE USE TYPICAL SECTION UNDER —Y22— STRUCTURE
N (16'-6" VERTICAL CLEARANCE + 6'-2" SUPERSTRUCTURE DEPTH) —L— STA. 765+96.77 TO STA. 766+97.49
(SEE ALSO STD 610.03 & STD 865.01)
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2-C
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
-RPA-
-RPB- (MIRROR) INCOMPLE 'E PLANS
( -RPC- pp NOT USE FOR /W ACpU15IT10N
`�-RPD- (MIRROR) PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
6'. 18' 10' 2'. 12' 12'
o� I
VARIABLE w V
SLOPE z 4' GRADE 4' C4 3" S9.5C
O
�F.D PS I POINT FDPS 04 02 22
6n 6:1 6„ I o6" oa VAR 3.7 TO 6a D4 2%2" I19.00
T 15„ T
ORIGINAL GROUND
D5 3" I19.00
VARIABLE I GRADE TO THIS LINE
SLOPE TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO.4
-RPA- STA.10+00 TO STA. 30+19.61 E3 3" B25.00
-RPB- STA 10+00 TO STA. 26+05.68
-RPC- STA 10+00 TO STA. 24+41.94
-RPD- STA 10+00 TO STA. 24+82.63 E5 51/2" B25.00
-Y20- (SR 1126)
-Y21- (US 158)
SR1- 11 8" ABC
-SR2-
-DRI-
8' 6' 10' I 10' 6' T EARTH MATERIAL
*12' *12'
GRADE I U EXIST. PAVEMENT
POINT I
3•T
.OS 2 •0 .08 V :jT0 a.1 WEDGING
ORIGI N A L GROU 4
I GRADE TO THIS LINE ORIGINAL GROUND
TYPICAL SECTION NO. 5 USE TYPICAL SECTION NO.5
-Y20- STA. 18+50.00 TO STA. 21+46.47
-SRI- STA.10+48.69 TO STA. 30+53.04
-SR2- STA. 10+26.08 TO STA. 54+19.74
*-DRI- STA. 10+47.09 TO STA.11+27.90
•-Y21- STA.10+4 7.00 TO STA.15+00.00
-Y19- (SR 1137) USE CUL-DE-SAC INSET
-Y23- (SR 1333) -SRI- STA.29+41.33 TO STA. 30+53.04
-DRI- -SR2- STA.10+26.08 TO STA. 11+38.54
I
8' 6' 12' 12' 6'
*10' I *10'
GRADE
POINT
C2 W I Cl C
3 oB .02 .02 .08
vqR a:�T
ORIGINAL GROUND - } T - O 4-1
T 7" UL
Et 7" T
u I El ORIGINAL GROUND
GRADE TO THIS LINE ExlsT.vAR.18'TO 20 GRADE TO THIS LINE
TYPICAL SECTION NO. 6 USE TYPICAL SECTION NO.6
•-Y19- STA.10+4 7.00 TO STA.12+00.00
-Y23- STA. 16+75.00 TO STA. 19+85.77
-Y23- STA. 20+87.69 TO STA.23+50.00
-DRI- STA. 10+47.09 TO STA.11+27.90
a
CUL-DE-SAC INSET
N SRI-
-SR2-
8' 6' VAR 10'TO 60'
GRADE
POINT
.08 .02
wo T 22„
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2—D
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
(j —Y22— (NC 305) INCOMPLE 'E PLANS
NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
i DO NOT USE FO CONSTRUCTION
8' b' 2' VAR 12'-18' VAR 12'-18' 2'
FD FDPS
PS
GRADE
ca POINT w ca ca C4 3" S9.5C
3 .08 .02 .0 2 .08
ORIGINAL GROUND 6.1 T — — — — r VAR 3:1 TO 4'1 D4 2%2" I19.00
E4 D6 ORIGINAL GROUND
GRADE TO THIS LINE GRADE TO THIS LINE
D5 3" I19.00
TYPICAL SECTION NO. 7 USE TYPICAL SECTION NO.7
—Y22— STA. 17+50.00 TO STA. 21+00.00
E3 3" B25.00
E5 51/2" B25.00
11 8" ABC
—Y22— (NC 305)
T EARTH MATERIAL
8' 10' VAR 12'-18' VAR 12'-18' 10' 6'
*18' *18' U EXIST. PAVEMENT
GRADE
3•�
C4 POINT W ca ca W WEDGING
A:1 .02 .02 .0_2� 02 .08 V
ORIGINAL GROUND — — — — — AR 3:1 TO
4.1
D6 b r ORIGINAL GROUND
E4 U
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 8 USE TYPICAL SECTION NO.8
*—Y22— STA. 21+00.00 TO STA. 23+23.00
—Y22— STA. 37+50.00 TO STA.42+00.00
—Y22— (NC 305)
8' 10' 12' 12' 12' 10' 6'
GRADE
�j POINT �J
3 T 4:1
.02- .0_ 2- ��2 .08 V
ORIGINAL GROUND AR 3r1 TO
r b„ 6„ r 4.1
0 W I —' ORIGINAL GROUND
GRADE TO THIS LINE
a TYPICAL SECTION NO. 9 USE TYPICAL SECTION NO.9
—Y22— STA. 23+23.00 TO STA.28+91.12 (BEGIN BRIDGE)
—Y22— STA. 30+88.57 (END BRIDGE)TO STA. 37+50.00
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PROJECT REFERENCE NO. SHEET NO.
R-25828 2-E
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
-Y22- (NC 305) DO NOT USE FO CONSTRUCTION
5/2' 2' 12' 12' 12'
C4 3" S9.5C
GRADE
POINT D4 21/2" I19.00
0.02 0.02
SIDEWALK SIDEWALK
D5 3" I19.00
TYPICAL SECTION ON STRUCTURE USE TYPICAL SECTION ON STRUCTURE
-Y22- STA. 28+91.12 TO STA. 30+88.57 E3 3" B25.00
E5 51/2" B25.00
11 8" ABC
�-Y22DET- T EARTH MATERIAL
3' 6' 10' 10' 6'
U EXIST. PAVEMENT
GRADE
POINT W WEDGING
� OS .02 I 02 OS
ORIGINAL GROUND 3.� BAR 3:1 TO 4:1
T $$" T
GRADE TO THIS LINE ORIGINAL GROUND
TYPICAL SECTION NO. 10 USE TYPICAL SECTION NO.10
-Y22DET- STA. 12+32.22 TO STA. 28+50.68
-Y24- (US 158)
8' 6'3. VAR 14'TO 56' 14' 6'
CROWN
POINT
39 08 EXIST EXIST OS
w r 4:1 VAR 3:7 T
ORIGINAL GROUND — — — — 0 4:)
T Z y,.
U I ORIGINAL GROUND
GRADE TO THIS LINE E EXIST.28'
a
TYPICAL SECTION NO. 11 USE TYPICAL SECTION NO.11
N
(CUL-DE-SAC) -Y24- STA. 27+02.93 TO STA. 28+10.81
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PROJECT REFERENCE NO. SHEET NO.
N
R-25828 2—F
MEDIAN GRADE POINT TRANSITION
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE 'E PLANS
DO NOT USE FOR /W ACpU15IT10N
PRELIMIN RY PLANS
DO NOT USE FO CONSTRVCTION
—L— (US 158)
0.025 I 0.025
/ \ GRADE
- - - - - - - - - - - - - - - / \ POINT
A B C C B A
SE TION C—C
A B C C B A
—L— \(US 158)
— — — — — — — — — — — — — —
23' 23'
150' 1115W
/ I \
I II II IV / \
0.025 / I \ 0.025
GRADE/// \ GRADE
POINT / \ POINT
SECTION B—B \\
I II III IV / \
—L— STA 518+50.00 —L— STA 520+00.00 —L— STA 521+00.00 —L— STA 522+50.00 / \
—L— STA 537+00.00 —L— STA 538+50.00 —L— STA 539+50.00 —L— STA 541+00.00 / \
—L— STA 580+00.00 —L— STA 581+50.00 —L— STA 582+50.00 —L— STA 584+00.00 / \
—L— STA 602+00.0 —L— STA 603+50.00 —L— STA 604+50.00 —L— STA 606+00.00 / —L— (US 158) \
—L— STA 668+25.21 —L— STA 669+75.21 —L— STA 671+00.00 —L— STA 672+50.00 / 23' 23' \
—L— STA 689+28.81 —L— STA 690+78.81 —L— STA 700+02.54 —L— STA 701+52.54
—L— STA 854+46.29 —L— STA 855+96.29 —L— STA 872+96.29 —L— STA 874+46.29
/ I \
a 0.025 0.025 E
-a
GRAD
GRADE
POINT POINT
N
SECTION A—A
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PROJECT REFERENCE,yNO. SHEE t,NO.
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R-25828 4
i
RhV SHEET NO.
\ `� '� ROADWAY DESIGN HYDRAULICS
� � r ` � � / @, � \ � �. � ENGINEER s" /ENGINEER
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CL RJR COL r
CULT A, .� e f, 6 \ u. i ! ''oil
............
T�
SHEET N"I
-UCT
ENGINEER
7T
FOR -L- PROFILE SEE/SHEET 48
F OR -SRI- PROFILE SEE SHEET 58

PROJECT REFERENCE Q. SHEET NO.
RW SHEET No.
ROADWAY DESIGN HYDRAwqCS
ENGINEER
ENGINEER
r S
RY PLANS
U� CONSTRUCTION
U, Ul
J
04
WOODS Iry
CULT
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XASSB,Rip Rcip
OE P R 01EC110N
-IV
+
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z
c
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ft.--GRADE a
V-
G
---------- N
_7 GRADE
/F CIL B RIP RA
(�?\ c
GRPDE c C Ljj R De
c
F
ACRE F C c
c
c c C
F c
c
WOODS
<
W
uj CULT
CULT
- -------------
------------
Fes, i
rFOR -L PROFILE 7E SHEET�,� 48 & 49

PROJECT REFERENCE N�0. SHEET NO. %
\ .w
RN✓ SHEET NO. �
ROADWAY DESIGN DRAULICS
/ ENGI�!£ER sENGINE£R
tn
I
V
GGLT
CRE T ..
+ /
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/ HI v. 131.48
F F
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7
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RADF
q F F �� e --"----" — a ----- F� �, a CaiAC7E
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\ �P
00
i
\ � 4
FOR —L— PROFILE SEE SHTET 49 �
FOR RPB— —
PROFILE SEE SHEET 61
FOR, -RPC- PROFILE SEE SHEET 62

_~- v -
INCOMP PE PLANS
BRID ETCH
'RPB 20
Ei—125.80
RPD 4+
N" 2017 D
36 rifler, owl es
32 7 700
06 00
A F
1 2145
PLANS

PROJECT REFERENCE NO. SHEET NO.
i BB
r
RW SHEET'NO,
ROADWAY
T T 'TYPE B-77 T ENGINED
ER S IGN HEYNDGRAINUELEICR S
>
INCOMPLE rE PLANS,
DO 44OTffSE FOR k/W ACQUISLTFON
TYPE 17 `­ ky OLANS -
CONSTRUCTION
N Tf 4Z 1612'
B-77 E
-T�
7
RE B-77 TYPE B-77
I=7 BRIDG E SKETCH
(NOT TO SCALE)
PG/>
O 35 P W0QLS
6? CL B RIP RAP(CULT
F
k
+
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C14 c
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a L DE
C
F
GL,
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II
T T T T
LLJ
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'�o RIP RAF
c
c P PAP
c�8 RIP PAP
7,
c c
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c c c
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I
V
F
WOCI;
CULT
A-
w? 27:
AA/'4
r
ion
...........
TYPE
TY
77-
'�
FOR —L 7"PR FILE' SEE SHEETS o & 5/
FO —RP 8— PROFILE SEE SHEET 60

PROJECT REFERENCE NO, SHEET NO.
BEGIN BRIDGE '.`., � END BRIDGE"- "I
-L- Sta.794+55.53 Sta.812+02.30
RlW SHEET NO,
/1p
ROkDWAY DES,�,N/ HYDR�WLIC
T �T TYPE 8-77
ENGINEER ENGII EER
4
N, IN(j�*PLH F PLAN
-V
RY
TYPE B-7 /V/� PR N PLANS
NOT USE ED CONSTRUCTI N
n
PE B-77
s9s)
FEI*
TYPE -77
4
TYPE Ii
APPR.SLAB END APPR.SLAB� 1 4-
4
-L- q 794*iz-,�-1 -L- Sto.812+14.30
(NOT TO SCAA)
4-
BRIDGE/SKffCH
_7
0
C?
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Ck 8 RlP"p� V-
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Vii- 0
'V
V-- CL 6 RIP RAP C;
4--
.
F
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Q/--
Woo, GRADE
7—. G DE
2GI
Luau
-,v
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ui
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'N000s
............. 4- 4-
OM18 ELEVATION
7 8
; E 24651Zo�
BL ST TI� 8I-38.00 &I RIGHT ;
Qk
R/ IIIE "S
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41
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V--
4-
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—Lj PROFILE�' SEE SHEET
V FOR 5/ 1

PROM
a 29
ROADWl"yW SHEET
AY DESIGN HYDRAULICS
TYPE 6.77 TytLE EN91NEER
ENGINEER
1 r1
'. T T
F7&4---
L z
; rE PLAN'S
k/w ACQUISITION
n
PE B-73 AY PLANS
DO, OT USR POR
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h ^k PE 77 PE
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co
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I op't T�PE
GI
7 G +
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c
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T
J
j
D;�:N S
? -�S
�sT�
u�
NJ
TYPE B-77
J
FOR ;PROFILE SEE SHEETS 5/& 52

PROJECT REFERENCE NO. SHEET NO.
J 30
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
CULT
+ -
0 Elev. 1 0.37
Rip
SYS
Ong GVADE
Gk GRADE
CL RI RAP C
ditch
existing ditch "I,
CULT
WOODS
CULT
2N E

PROJECT REMENCE NO. SHEET NO.
-
RW SHEE r NO
$
-7 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE rE PLANS
w NOT USE FOR k/W ACQUISITION
PRELIMINA.RY PLANS
DO NOT USE FO i.CONSTRUCTION
yn
In/
f
Q0 j
G
�2
+67-69
0.37 0
L R RIP RA f( LT
CIL B RIP PAP
PROTE I CULT
B RIP P CULT
F F /+ F A A, c c c c c c .....
F F C
F F
Z— 7 c
FF _2---
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F 7
N CV) v.
j
71 — IQ
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-7
A 1 1 1
WDS RARE
ary Gkl
DE ,
k Dj
91
RAD Uj:: GR GR�OE 7
77
z—7
A�r — — — — — — — — — — — — 7 —
wj
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F F
ui
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c-
C An
IR "L
c c c c c c
C
Lia
c
j
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L-—
tR,
'FOR —L— PROFILE SEE SHEETS 52 ,& 53
FOR 'PROFILE SEE SHEET
);`�R2 S 64\,,\

PR T
E
D IN D I YDRA IC ENGftJ
P E PL
N USE 01y/ LR/.\ACQV
ly
Ll 1*(4. Y N
]
N SE FO cONSTR crON
In
CREST
SR2 47+88.74
4t
Elev. 118.47
111(Nr
tie prop ditch to
CULT ..iStm g ditch K" Y
s
0
F F
C C
C
C C C
E
C
+
C
A/
F
o
P1
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GRAD"--
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UF
7 +
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C C C�
C RIP RAP,
—00 C >
C
------- F Ld
F
C tie I F
L existing ditch
A
C
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U
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0
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V, 13 // w�
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V Ali,,g dikh
GR
SUB STATION
IR
/10
X
14 ...........
i ea
CULT
rz
A
U\
MONOLIMC CONC)"?IETE ISLAND
M
X FOR -L- PROFILE SEE SHEET 55
OR -Y23-IPROFILE SEE
F SHEET 66
FOR -SR21- IPROFILE SEE SffET T4 -65

PROJECT REFERENCE NO. SHE NO.
� ... . ,. =z ze
ROADWAY RN✓'SHEET 3
DrWAN DESIGN "YDRAJ EE�S
e
T NO.
i
"^ h PLANS
, E2
USE FOR /W ACQUISITION
/// / ' PRELIMIN RY PLANS
yC
��
o� / r
E
^^
SqG
W
1. CULT...m ..^"'
T_
VINYL
PLANTER vigil
cr R RIw var ^r. �� ,� ._.....
+
�, ` ' rOE PROIECTION '..�
`� \ CL B RIP RAP i
� B RIP RAP R
Lj� Gil [7E –w J r �� P r E F E' P-Iw P Nir
GRADE– ' _ — -• - P -
o
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P
:
w
I
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CL B RIP RAP ""hw- •------ -.=.._._. ,�.. ',�. j -...-1. r-`�-._�, ,,, - ... ......--- _ ;v
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_ — IR a r o `
iC.B RII RAP / P _ P RP I ,P P ' P F
R
�I
WOODS '
Lu
CL B RIP RAP
c _
µ
PEST o�
—tie prop iich �..�
existing ditch �.. ( ( ^n,,,. J' ,.-°^ /� � '
IN
/ / �..-rte^"'--"..►�' ..-/' n y / INV'
vv
�
/ C
J m _ �..
CULT
ol
CUR
0�lOLlT,HlC CONCRETE ISLAND
�+ �� �', R -C- PROF,lLE SEE SHEETS1 53 &,54

' FERENC NO
2
m
PROJECT RE SHEET NO.
♦,° �' / q� ROADY...DESIGN HYDRAULICS
ENGINER""*,� ENGINEER
tl
I
/ DO NOT USE FOR EE
IT[ON
ll"�WAEP-�011TMI FO CONSTRUCTION
All
FM o yV
/
a
i pp t
i
VIN L� � � � '"`^a„ � _ � V'
1
m • \
d
LAN ERDI
CL�RIP
1 �
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q b
C!
/ _.,�...._. .�._. .�
_ 00
I ' ( UNIT ( C C , C
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C � _ _ F F.
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RCP
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BST
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to _
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CP W/FES , 25FB / .,.. - ...-r....,—
1 1 § N
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prop
SEND I + `� - BL%'TAT IO HT
� -- _. ____.._ r^' .. _ \,,° ......, �.., Q 1 `pro-.-..." .✓' B B / �7a JIM 21 OPINE
SPIKE Iq
P .-. -"." rr`-' - / existing ditch
.„ e
RUINS
a
r
/ f
woaos
RU INS,,
FOR ST—54

PROJECT REFERENCE NO. or SHEET NO.
RN, SHEET NO,
ROADWAY DESIGN HYDRAULICS
< ENGINEER ENGINEER
N
rE PLANS
k/W A qVISFTION
RT/ PLANS
M�STRU�10N
7
N�
v
..........
tc,11, �A N
3Cc!)8'X 6'RCBC
TH VSW
00IQ
-IN
�MRREL 2 AND
RN fT "Ilir IN Ln J IR'\
1 AND 3K- ------
WF 7 7�
F
F_ Woods
F F
j >
GRADE
G DE
2 Ps 71 1�
K- ............
w
a)
T* =W7—
54-CMP�1 00 7
wise
28'BST
GRADE GRADE 8 -
o ---— ——————— — — -- — — — — — - -7-77
GRAD x 7--
NV-9e, N�9
v
if I
C4 6RIp RAP
13 R) F F
F
S
E311
N ­39-34
74'
R/p s ATICIN 118
IKE UV 00 89 P1
INE
p GHT
o
1p,
PL NS
O�S
u
N
/-E
'J- G DE
DE
J/
)E31
>
3
/ —ORL— PRC)FILE SEE SHEET'54
N

PROJECT REFERENCE NO. SHEET NO.
36
RW SHEET NO,
ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
C9\
X
A
0
ECK
El
—D
EC
T
zo ,"BM 17," ELEVATION • 113. ISBKD
ISFD
6785G E,,1462,9
K,I I BE STOTIPN 254-16;00 973 RIGHT
R/R SPIKE IN IS' L
00 2SFD
S3
o 11 CV
7 hI
NV�1071 p
Tm
E,�
E�11T-
EIP
C&C
1-1 OF✓ACK
-2,4'CHL
P 0 cash EXISTNG RW
0
Lu
W
ISBKD 2�RlKn
D'
uj D CK
s B B
BB
LK
u S
< 2SFD
4/
P,
.4
"P,
r E PLANS
k/W ACQUISITION
Q�l RY PLANS
CONSTRUCTION
oo SFD
,Lo J ;D�-ll
77
-41
4
FOR, -Y242ET- SEE SHEET 2-H
F OR -Y22 PROFILE SEE HEE7� 59

PROJECT REFERENCE'NO. SH T NO,
IV✓ SHEET/ 0.
WAY DESIGN x YDRAUL RS
ENGIN
+14�E 4�ll1 NS
N.T�PL
PRELImly
W NOT L fS F01
M I
N" CH �77
%�,N�
x
A
Z
ti
48'
x
x
x 0 19,
vvoo�s [sBKD
1.5 SFD
woo�s C
Fj z0*
All LO
C-11,09C n
H."
Nyll .6t
d38
09C L0.
7 7, F
NC 305 dST
zo
r 0
co
tie ditch to
"11" V)
e.iZg ditch 00+
CULT
/Z
CULT 9
MPL'F,
T
NOT R
pp
,5.0 gg"
FOR -Y22DET L� AHE�k�
_Z
FOR -Y22

PROJECT REFERENCE NO. SHEET NO.
2017
AVERAGE DAILY TRAFFIC, T
2035 RW EE[ 0.
WLIC
ROAOWAY DES 16N HYDRA s
ENGINEER ENGINEER
-SR2-NEW SERVICE RD C-3
bk" NO z
T- CP TY RUCTION PLANS
CONST
555 e55
8 oo 0
Y23-MT.CARMEL RD SR 1333
CJ
CULT
CULT
CULT
SAG — — — — — —
7
SR2
/RUiNs
Elev. 115.17 f
C c
J;K ............. ......
BM20 ELEVATION - I
N 974429 E 2470729
BL STATION\351-98.00 1387 LEFWT
D/R SPIKE 20' PINE \ I
\j J . ...... ...........\.....
0 J \j RUNS
Aso_
c
Ln
c c
+ cy)x
:n
. .......... . ........
SR 1333 UT LAffMEL HO U'BST —--—————————--—
—————————— ————
♦ z
IASTINI Rl—'
N
c
'Nw
SN
WOODS
wagErs
ISEI-- 03 """SE i6 E
IXIST
So MP14
Vb
01
FOR 4,�J P FILE SEE SHEET 66,
RO
Allp FOR —SR2— P80FILE -SEE SHEET 65

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 39
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
130 P/� 455+75.00
EL 8130' INCOMPLE rE PLANS
VC - 6W DO NOT USE FOR /W ACQUISITION
120 K - 184 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
rBEGIN GRADE Vo ��
- STA.451+00.00
= 90.67'
110
100 100
90 90
80 r-/i 80
70 � � ` — _ - - r 70
� J
60 60
FOR-L- PLANS,
50 SEE SHTS 4 & 5 50
40 40
451+00 452+00 453+00 454+00 455+00 456+00 457+00 458+00 459+00 460+00 461+00 462+00 463+00 464+00
130 P1= 465+n21 130
EL = 93.42'
VC = 250'
K = 290
120
Vo= 70nWn
110 110
100 100
(+112865 MC 4249%
90 90
i
80 80
70 70
M
k
60 60
m
N
N FOR-L- PLANS,
50 SEE SHTS 5 & 6 50
N�
N�
N�
40 40
m
464+00 465+00 466+00 467+00 468+00 469+00 470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00
o�

tr PROJECT REFERENCE NO. SHEET NO.
R-2582B 40
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
120 lzu
110 110
l+10.4
100 100
go 90
80 80
70 70
60 60
FOR -L- P NS,
SEE SHTS 3 & 7
50 50
478+00 479+00 480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00
140 140
130 130
Ei _ 11020'
V - 250'
120 K - 120
Vo= 70mph
110 (00.4247 !- .3233% 1 110
100 100
90 90
80 80
70 70
Z
60 60
g FOR -L- MANS,
SEE SHTS 7 & 8
N4R
YN3
50 50
492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00

tr PROJECT REFERENCE NO. SHEET NO.
R-2582B 41
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMIN RY PLANS
DO NOT USE PO CONSTRUCTION
Pl= 5194 00.00
EL = l05 44' 120
120 vc 24'
K - 335
v = 70
110 110
t- 3233% t+1030 3%
100 100
90 90
80 80
70 70
60 60
SEE SHTS 3 & 9
50 50
506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00
150 150
140 140
-- Sta.52 +00.00
- Rl- Sta.1D+00.00 L 108.7
C = 210'130 _ 130
120 120
110 110
100 100
90 90
80 80
Z
70 70
FOR _
g r1
SEE SHTS9 &S10
N4R
YN3
60 60
520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 533+00 534+00

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 42
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
120
110 110
(-)03000>.,
100 100
90 90
80 80
70 70
6O FOR—L— PLANS, 60
SEE SHTS 10 & 11
50 50
534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 545+00 546+00 547+00 548+00
140 140
130 130
P/- -%/+8140
120 EC - Mr 120
VC - 450'
K - 750
Vo- 70mph
110 110
100 100
103000%
90 90
80 80
N
a
70 70
m
"
N
60 60
l o FOR —L— PLANS,
SEE SHTS 11 & 12
o�
50 50
m
548+00 549+00 550+00 551+00 552+00 553+00 554+00 555+00 556+00 557+00 558+00 559+00 560+00 561+00 562+00
o'

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 43
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
120
110 110
t+ 3000%
100 100
+103000%
90 90
80 80
70 70
60 60
FOR -L- PLANS,
SEE SHTS 12 & 13
50 50
562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00 573+00 574+00 575+00 576+00
140 140
PI- 576+00.00 1 4 L4
EL - 10337'
130 VC - 300' 130
K = 500
Vo= 70nwh
120 1 1 1 1 1 1 1 1 1 1 1 1 120
110 110
100 100
90 - - - — - - — — _ _ — 90
80 80
a
70 70
m
N
N
60 60
lo FOR —L— PLANS,
N� SEE SHTS 13 & 14
o�
m� 50 50
576+00 577+00 578+00 579+00 580+00 581+00 582+00 583+00 584+00 585+00 586+00 587+00 588+00 589+00 590+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 44
ROADWAY DESIGN HYDRAULICS
130 P/= 599+65.00 ENGINEER ENGINEER
EL = 9627'
VC = 450' INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
120 K - 262 PRELIMIN RY PLANS
V°= 70mph DO NOT USE FO CONSTRUCTION
110
100 100
90 go
80 80
70 70
60 60
FOR -L- PLANS,
SEE SHTS 14 & 15
50 50
40 40
590+00 591+00 592+00 593+00 594+00 595+00 596+00 597+00 598+00 599 599+00 600+00 601+00 602+00 603+00 604+00
130 PI- 612+OOM 130
EL - 9374
Pl= 605+50A0 VC - 500'
120 EL - 84•46' K - 279 120
VC - 625'
K - 182 V°- 70mpA
110 V. 70nWA 110
100 100
(+ -4247;1__4 (-)03
90
L8O
/-) A/49% (+)1,42 7 80
—. �
70 70
0
v
k
60 60
m
FOR-L- PLANS,
N SEE SHTS 15 & 16
50 50
Np
N�
N�
40 40
m
604+00 605+00 606+00 607+00 608+00 609+00 610+00 611+00 612+00 613+00 614+00 615+00 616+00 617+00 618+00
o,

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 45
ROADWAY DESIGN HYDRAULICS
130 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
120 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
110
100 100
90 -ao3668i 90
80 80
70 70
60 60
FOR —L— PLANS,
SEE SHTS 16 & 17
50 50
40 1 40
618+00 619+00 620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00
120 P1= 634+00,00 120
EL = 85.67`
110 KC= 26 P1= 639+70.00 P1= 645+35.00 110
Vo= 70mph -L- t + EL = 7269 EL = 687M
-Y19- ta.10+0 .00 VC = 300' VC = 420'
BOO ES MILL FD. K = 191 BEGIN BRIDGE END BRIDGE K 190
100 Vo= 70mpA Vo= 70mph 100
90 90
l- 3668% l-12 4Y H
80 -" "' — — 80
!-!22774 L OL
l- 7044• 70
7
f-107 44% 1+1150247
60 60
r
a
50 50
m
"
N FOR—L— PLANS,
40 SEE SHTS 17 & 18 40
No
N�
o�
30 30
m
632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 46
ROADWAY DESIGN HYDRAULICS
120 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
110 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
100
90 90
80 — 80
� r
70 ol 70
60 _ 60
50 50
FOR -L- PLANS,
40 SEE SHTS 18 & 19 40
30 30
646+00 647+00 648+00 649+00 650+00 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00
130 130
P1= 661+50.00 L- Sta.b 0+04.33
EL = 9299" 20- Sta. 2+01.81
120 VC = 350 ARROWS MILL RD.1 1 1 120
K = 291
Vo= 70mph
110 110
100 100
(+1 24% mo.3
90 - - - - - - - - 90
80 80
70 70
60 60
m
SEEERSHTSP 9N& 20
N
50 50
Np
N�
N�
40 40
m
660+00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00
o'

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 47
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
4 L INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
120
110 110
100 100
90 — 90
80 80
70 70
60 60
FOR—L— PLANS,
SEE SHTS 20 & 21
50 1 1 50
674+00 675+00 676+00 677+00 678+00 679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00
140 140
-L- To.699+112.54
-- Sta.690+98.81
-SRl Sta.10+ 0.00
130 _ _ NEW SERVICE RD 1 130
US 158
120 120
110 110
(+X,3000%
100 100
90 — — 90
80 80
a
70 70
m
"
N
60 60
loC FOR —L— PLANS,
SEE SHTS 21 & 22
o
50 50
m
688+00 689+00 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 702+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 48
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
PI= 705+00010
EL = 106012' INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 VC = 300' PRELIMIN RY PLANS
K = 469 DO NOT USE PO CONSTRUCTION
Vo- 7OnWh
120
110 110
(+ .3000% (-J03 /%
100 100
90 90
80 80
70 70
60 FOR -L- PLANS, 60
SEE SHTS 22 & 23
50 1 1 50
702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00
140 PI. 724+50,00 140
EL = 99.4Y
VC = 300'
130 K = 200 130
Vo= 70mph
120 120
110 110
100 100
90 90
80 80
a
70 70
m
"
N
60 FOR -L- PLANS, 60
N° SEE SHTS 23 & 24
N�
o�
50 50
m
716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 729+00 730+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 49
ROADWAY DESIGN HYDRAULICS
150 ENGINEER ENGINEER
J INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
140 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
130
120 120
t+1415 7.
110 ,,,,, ,,,. ... ... ,..,,_ .i 110
100 — 100
90 90
80 80
70 70
FOR—L— PLANS,
SEE SHTS 24 & 25
60 1 1 1 60
730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00
160 PI- 752+00.00 160
EL - 13130'
VC - 425'
K - 234
150 Vo- 70i , 150
140 140
130 t+ x598/. "L:)0.65527
130
120 120
110 110
100 100
a
90 90
m
"
N
80 80
No FOR —L— PLANS,
SEE SHTS 25 & 26
o
70 70
m
744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 50
O
ROADWAY DESIGN HYDRAULICS
100 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
170 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
160
150 ZL Sta.76 6+53.81 150
-N22- ta. +
US 3)5 140 140
130 130
H 7.65627
120 — 120
110 — — — — "'� — 110
100 100
FOR -L- PLANS,SEE S 2
90 L 90
758+00 759+00 760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00
170 170
Pi= 781+25.00
160 EL = u2Jr 160
VC = 250'
K = 247
150 yo= 70nwh 1 1 1 150
140 140
130 130
120 120
110 — r-1o6 +0,35427 110
100 100
m
N
N
90 90
loC
S PLANS,
EESHTS 6 & 27
o
80 80
mro
772+00 773+00 774+00 775+00 776+00 777+00 778+00 779+00 780+00 791+00 782+00 783+00 784+00 785+00 786+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 51
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
150 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
BEGIM BRIDGE
-L- S rA.794+115.53
140
130 130
120 120
M0,354
110 110
100 100
'w
90 ` 1 90
80 80
FOR —L— PLANS,
SEE SHTS 27 & 28
70 70
786+00 787+00 788+00 789+00 790+00 791+00 792+00 793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+00
160 160
Pi- 805+00.00
EL - 12052'
150 VC - 401 END BRIDGE 150
K = 611 -L- TA.812+ 2.03
Vo= 70nrh
140 140
Y
w
w
V
130 r 130
Vf
120 ( 3542% (-jo.3avy 120
110 110
100 — — "' 100
r
90 ... r 90
N
80 80
loC FOR —L— PLANS,
N� SEE SHTS 28 & 29
o�
70 70
m
800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 817+00 00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 52
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
150 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
140
130 130
120 — 120
t-103
110 — -' ' 110
100 100
90 90
80 80
FOR —L— PLANS,
SEE SHTS 29 & 30
70 1 1 1 70
814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00
150 150
Pl= 839+00.00
EL = 110.32'
140 VC = 250' 140
K - 417
V,,- 7OffO
130 130
120 '" 120
110 110
100 100
90 90
N
a
80 80
m
"
N
70 70
loC FOR —L— PLANS,
N� SEE SHTS 30 & 31
o�
60 60
m
828+00 829+00 830+00 831+00 832+00 833+00 834+00 835+00 836+00 837+00 838+00 839+00 840+00 841+00 842+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 53
ROADWAY DESIGN HYDRAULICS
150 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
140 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
130
120 120
(+ Opp%
110 110
100 100
90 90
80 80
70 70
FOR —L— PLANS,
SEE SHTS 31 & 32
60 1 1 1 60
842+00 843+00 844+00 845+00 846+00 847+00 848+00 849+00 850+00 851+00 852+00 853+00 854+00 855+00 856+00
160 160
P(= 865+50.00
150 - EL = 150
((82r
- 23- Sta.'0+06.62 VC = 250'
IVT CARME1 CHURCH RD. K 349
140 Vo- 70ffo 1 1 140
130 130
120 120
110 - - - - - - - - - - — .�— �. — — - - - - - 1�- 1r"' - - - - 110
100 100
a
90 90
m
"
N
80 80
loC FOR —L— PLANS,
N� SEE SHTS 32 & 33
o�
70 70
m
856+00 857+00 858+00 859+00 860+00 861+00 862+00 863+00 864+00 865+00 866+00 867+00 868+00 869+00 870+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 54
ROADWAY DESIGN HYDRAULICS
150 ENGINEER ENGINEER
J INCOMPLE E PLANS
-L- Sta 880+20.)0 DO NOT USE FOR /W ACQUISITION
140 -Y24- S Ia.2 +94.72 PRELQIMINA RYST PLIANS DO
S 158
130
120 120
-10.4/57%
110 110
100 '- — 100
90 90
80 80
70 70
FOR —L— PLANS,
SEE SHTS 33 & 34
60 60
870+00 871+00 872+00 873+00 874+00 875+00 876+00 877+00 878+00 879+00 880+00 881+00 882+00 883+00 884+00
150 150
140 140
130 130
�a
3
120 120
z
a
U
110 v 110
f-10.415 rX 3
100 100
90 90
a
80 80
m
"
N
70 70
loC OR—L— PLANS,
N� SEE SHTS 34 & 35
o�
60 60
m
884+00 885+00 886+00 887+00 888+00 889+00 890+00 891+00 892+00 893+00 894+00 895+00 896+00 897+00 898+00
o'

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 55_
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
Pl 900+00.00 END GRADE INCOMPLE E PLANS
EL - 10393' -L- STA.902+00.00
DO NOT USE FOR /W ACQUISITION
130 VC = 280' EL = 106.14' PRELIMIN RY PLANS
K = 184 DO NOT USE PO CONSTRUCTION
Vo= 70n ph
120 lzu
110 .� 110
100 f- .4157% (+11J0 % — —
100
90 90
80 80
70 70
60 60
50 50
898+00 899+00 900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00
140 140
130 130
120 120
110 110
100 100
90 90
80 80
a
70 70
m
"
N
60 60
Np
N�
o�
50 50
m
912+00 913+00 914+00 915+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 56
Al ROADWAY DESIGN HYDRAULICS
150 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
140 PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
130 BEGIN GRADE
—DRI— STA.10+47.09
EL = 106.34'
PI= 10+70.00
120 EL = 104.44' END GRADE 120
—DRI—STA.11+27.90
=
— Pl= ll+00,00 EL 98.55'
EL = 9899
110 110
100 � 100
/57/%
90 90
80 80
70 70
FOR —DRI— PLANS,SEE SHT 9
60 60
10+00 11+00 12+00 13+00
130 120
120 110
100 100
BEGIN GRADE END GRADE
—Y19— STA.10+47.00 —Y19—STA'12+00.00
EL = 75.72' EL = 69.39'
Pl- 11+17,00
90 EL - 7OJ2' 90
VC - 100'
K - /4
80 80
70 70
60 60
a
50 50
m
"
N
40 40
No FOR —Y19— PLANS,SEE SHT 17
o�
30 30
m�
10+00 11+00 12+00 13+00 14+00 15+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 57
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
130 PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
120
BEGIN GRADE
-Y20-STA.18+50.00 END GRADE
110 EL = 89.59' PI- 19+55A0 EL 20 94.31'.21+42.64 110
EL - 89.6r
VC - 200'
K 81
100 1001
90 90
— — — — — — t+ A2447 VIM" ——
80 80
70 70
60 60
FOR -Y20- PLANS,SEE H:191
19
50 50
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
140 130
130 BEGIN GRADE 130
-Y21-STA.10+47.00
EL = 104.64' P1= 11+55.00
EL = 10570 FEYND GRADE
VC = /00' 1-STA.15+00.00
120 K = 19 = 95.86' 120
P/= 13+85.00
EL = 962M
VC = 100'
K - 26
110 110
100 / 100
r-
90 90
80 80
a
70 70
m
"
N FOR -Y21- PLANS,SEE SHT 21
60 60
Np
N�
o�
50 50
m
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
o'

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 58
ROADWAY DESIGN HYDRAULICS
140 ENGINEER ENGINEER
INV INCOMPLE E PLANS
DO NOT USE FOR /W ACOUIS[TION
P/_ 20+0040 PRELIMIN
130 RY PLANS
BEGIN GRADE EL - 10386, DO NOT USE PO CONSTRUCTION
-SRI- STA.10+48.69 VC - 300'
EL = 101.69' K - 254
120 Vo- 60A +
110 EK - �'� 110
pi 11+00DO
W
ox.5835"/. (-)0.59t Lpy
100 i, 100
t+1058.57
90 90
80 80
70 70
60 60
FOR -SRI- PLANS,SEE SHTS 22 & 23
50 1 1 1 50
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 Al
140 140
130 130
END GRA
120 -SR1- STA. 0+53.04 120
EL = 97.59'
110 110
100 100
90 90
80 80
a
70 70
m
"
N
60 60
N° FOR -SRI- PLANS,SEE SHTS 22 & 23
N�
o�
50 50
m
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 59
ROADWAY DESIGN HYDRAULICS
190 ENGINEER ENGINEER
7 INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
180 PRELIMINA4.RY PLANS
DO NOT USE FO CONSTRUCTION
170
END BI IDGE
-Y22- TA.30+8 5.57
-Y
160 22- S A.?9+89.13 = 160
P1= 23+8533 BEGIN BRIDGE
BEGIN GRADE EL = 12439' -Y22 STA.28 91.12
1550 —Y22—STA.17+50.00 VC = 350' 1550
EL = 126.44' K = 66 I+)
Vo = 40mpA
140 140
PI- 29+48.66
EL - 15252"
130 VC 440' 130
K - 44
Vo' 4Omph
+)5 •
120 -' - - 2>"l.'— - - - - - - - - - - - — - - - - - - - - 120
110 110
FOR —Y22— PLANS,SEE SHT 26 & 36
100 1 1 1 100
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
160 170
150 160
140 END GRADE 1 '550
-Y22- STA.42+50.00
EL = 113.08'
P1= 36+80A0
EL = 116.OM
130 VC = 300' P1- 41+8623 140
K = 69 EL - 112.61'
Vo= 40mPh VC - 100'
K - 71
Va - 4Onph
120 130
110 120
100 — — — — — — —1- 4/. t+IOJ 110
a
90 100
m
N
N
80 90
No FOR —Y22— PLANS,SEE SHT 26 & 37
o�
70 80
mro
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 60
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
150 PRELIMIN RY PLANS
DO NOT USE PO CONSTRUCTION
140 BEGIN GRADE
-RPA- STA.10+00.00
EL = 112.84'
130 P1- 20+50.00 130
PI= 13+35.00 EL - 114.62'
EL = 11127' KC- 196
120 K0 = 320 V� - 70n ' 120
Vo= 70mph
(+ .4688% f+)2 %
110 110
100 — — — — 100
90 90
80 80
FOR —RPA— PLANS,SEE SHT 26 & 27
70 1 70
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
170 170
160 END GRADE 160
—RPA— STA.30+19.56
EL = 134.01'
150 150
140 140
130 130
120 "— — —' — 120
ool
i
i
110 110
m
a
100 100
m
N
N
90 90
No FOR—RPA— PLANS,SEE SHT 26
o�
80 80
mro
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
t

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 61
ROADWAY DESIGN HYDRAULICS
170 ENGINEER ENGINEER
INCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
160 PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION
BEGIN GRADE
—RPB—STA.10+00.00 pin 12+1336
EL = 130.83' EL = 132J0'
150 vC = 350
K pi= 2/+20„00
Vo 65 65mpA EL = 12430'
VC = 500'
140 K 175 140
Vo= 65npn
+b5944i r-10 5i 130
130
f-10.8605. t+1 0000
120 _ 120
110 110
100 100
90 90
FOR —RPB— PLANS,SEE SHT 25 & 26
80 1 1 1 80
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
170 170
160 160
END GRADE
-RPB- STA.26+05.68
EL = 134.01'
150 150
140 140
130 130
120 120
110 110
a
100 100
m
N
N
90 90
No FOR—RPB— PLANS,SEE SHT 26
o�
80 80
mro
23+00 24+00 25+00 26+00 27+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 62
ROADWAY DESIGN HYDRAULICS
170 ENGINEER ENGINEER
BEGIN GRADE
INCOMPLE E PLANS
-RPC-STA.10+00.00 DO NOT USE FOR /W ACQUISITION
EL = 129.44' -Tu
160 PRELIMIN RY PLANS
DO NOT USE PO CONSTRUCTION
P1 12+00.00
150 EL - 129.02'
VC - 350r pin n+0000
K = 138 Et = 1153r
V = 55ffo VC = 500'
K - 105
140 V. - 50nWh 140
130 130
5%
120 120
110 — -- _ _ '_ 110
100 100
90 90
FOR -RPC- PLANS,SEE SHT 25 & 26
80 80
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
170 170
160 160
END GRADE
-RPC- STA.24+41.94
EL = 130.15'
150 150
140 140
130 130
120 120
110 110
N
a
100 100
m
N
N
90 90
N� FOR -RPC- PLANS,SEE SHT 26
o�
80 80
mro
23+00 24+00 25+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 63
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
BEGIN GRADE
—RPD—STA.10+00.00
EL = 111.82' Lo of INCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
150 PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
140
P1- 10+78.94 Pl= 12+15A0 P1- 14+96.39
Et - 111.79' EL = 1122r Et - 110.43'
VC = 50' VC = 200' VC - 350'
K - 144 K - 213 K = 133
130 Vo= 60�d Vo- 65nwh Vo= 55mph 130
120 120
+103065' (-JO, 327%
110 110
100 100
90 90
80 80
FOR -RPD- PLANS,SEE SHT 26
70 1 1 1 70
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
170 170
160 160
END GRADE
—RPD—STA.24+82.63
1550 EL = 130.15' 1550
140 140
130 130
120 120
110 110
a
100 100
m
N
N
90 90
No FOR —RPD— PLANS,SEE SHT 26
Ho�
"° 80 80
23+00 24+00 25+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 64
ROADWAY DESIGN HYDRAULICS 01 160 ENGINEER ENGINEER
P1- 14+45.00 INCOMPLE E PLANS
EL - 1240 DO NOT USE FOR /W ACQUISITION
150 BEGIN GRADE VC - 250' PRELIMIN RY PLANS
-SRZ- STA.10+26.08 K = 97 DO NOT USE FO CONSTRUCTION
EL = 125.13' VD= 50tto
P1= 19+60.00
140 EL = 10970
VC = 500'
K 161
Vo- 60ft" +
130 130
120 _ — '—' — ._ - - _ - - '`� �. 120
110 — ► 110
100 _ — 100
90 90
80 80
FOR -SR2- PLANS,SEE SHTS 30 & 31
70 70
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
150 150
140 P1= 32+65'00 140
EL = 113.6r
VC = 5w
K = 17628
Vo= 60non +
130 130
120 �' — 120
110 +103000' f+10 52847 110
100 100
90 90
a
80 80
m
"
N
70 70
lo
FOR -SR2- PLANS,SEE SHTS 31 & 32
o
60 60
m
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 65
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
IF
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
P1 48+50„p0 PRELIMIN RY PLANS
150 p
EL - 118.82' DO NOT USE PO CONSTRUCTION
VC - 300'
K - 270
140 Vo- 60mpA +
130 130
120 " "' 120
110 - - - - — — � "" � — — ..__ - - 110
100 100
90 90
80 80
FOR-SR2- PLANS,SEE SHTS 32 & 38
70 1 70
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
160 160
150 150
Pl- 53+35.00
EL - 115.03'
VC - 50' END GRADE
140 K - 18 -SR2-STA.54+19.74 140
Vo- 20n7ph EL = 116.72'
130 130
120 _ "" — — 120
110 110
100 100
a
90 90
m
"
N
80 80
Np
FOR -SR2- PLANS,SEE SHT 38
o
70 70
�a
52+00 53+00 54+00 55+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 66
ROADWAY DESIGN HYDRAULICS
to 160 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
150 PEG GRADE END GRADE BEGIN GRADE END GRADE PRELIMIN RY PLANS
STA.16+75.00 -Y23- STA.19+85.77 -Y23- STA.20+87.69 -Y23-STA.23+50.00 Do NOT USE FO CONSTRUCTION
114.52' EL = 116.73' EL = 116.83' EL = 116.55'
140
Pl- 21+83.44
Pl- 18+35.00 EL - ))4.44'
130 VC - ° W 4
-K 0
130
K = 43 K - 40
Vo- 30nWh
Va = 30�h
120 120
... _ (02 z MOL 961X r-�2
_ +)►2678%
110 � - - - - - - _ — _ 110
100 100
90 90
80 80
FOR-Y23- PLANS,SEE SHTS 32 & 38
70 70
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
160 160
150 150
140 140
130 130
120 120
110 110
100 100
a
90 90
m
"
N
80 80
Np
N�
o�
70 70
�c 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
o�

PROJECT REFERENCE NO. SHEET NO.
N R-2582B 67
ROADWAY DESIGN HYDRAULICS
160 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
150 BEGIN GRADE PRELIMIN RY PLANS
-Y22DET-STA.12+32.86 DO NOT USE PO CONSTRUCTION
EL = 123.86'
140 P1= 18+75.00
EL = 11628'
VC = 300' P/= 25+85.00
K = 203 EL 118.4r
Vo= 40trpn + VC = /50'
130 V 130
,= 0ap)
120 120
110 110
100 100
90 90
80 80
FOR -Y22DET- PLANS,SEE SHTS 02-G & 02-H
70 1 1 1 1 1 70
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
160 160
AL LTE
150 150
140 140
PI= 27+75.00 END GRADE
EL = 114DW -Y22DET- STA.28+50.68
VC = /00' EL = 113.64'
K = 57
130 Vo= 35mpb 130
120 120
-�2.30rji;
(-Z-3-00
110 �'/ al - - - - - - 110
100 100
a
90 90
m
"
N
80 80
N� FOR-Y22DET- PLANS,SEE StO2-H
C5
70 70
m
26+00 27+00 28+00 29+00 30+00 31+00
o�