SF30_A003.pdf
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- Solicitation number
- DTFH7017B00012
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Amendment A003
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
N/A
PAGE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)
A003 04/24/2017 N/A ID CANYON 2013(1)
RIVERSIDE ROAD AND LAKE
SHORE DRIVE REHABILITATION
6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A
Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.
X
DTFH7017B00012
9B. DATED (SEE ITEM 11)
03/28/2017
10A. MODIFICATION OF CONTRACT/ORDER NO.
N/A
10B. DATED (SEE ITEM 13)
CODE: N/A FACILITY CODE: N/A
N/A
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
(__ ) is extended, ( x ) is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
N/A
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN
ITEM 10A.
N/A
B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D OTHER (Specify type of modification and authority)
N/A
E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
ID CANYON 2013(1), RIVERSIDE ROAD AND LAKE SHORE DRIVE REHABILITATION
See Page 2
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
N/A
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070
PREVIOUS EDITION NOT USABLE
30-105 STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
Amendment No. A003, dated 04/24/2017 Project No.: ID CANYON 2013(1) Solicitation No. DTFH7017B00012 Project Name: Riverside Road Page 2 and Lake Shore Drive Rehabilitation
REVISIONS ARE AS FOLLOWS:
The purpose of this amendment is to correct clerical error, the below referenced physical data file for plotted cross-sections of earthwork did not get posted in amendment A002. This amendment uploads missing Physical Data file.
ENCLOSURES
Physical Data:
plotted cross-sections of earthwork data file id-a2013004_xs_layout_river_A002.pdf
ID CANYON 2013(1)
RIVERSIDE ROAD AND LAKE SHORE DRIVE
REHABILITATION
CROSS-SECTION LAYOUT
RIVERSIDE ROAD,
LAKE SHORE DRIVE TO HOADLEY ROAD
(FULL-DEPTH RECLAMATION)
1201+48.00 TO 1275+50.00
100100
100100
2540 2540
2550 2550
2560 2560
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 1
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+48.00 R 1
Overlay Grade = 2,542.518 (Prof. Adj.)
Original Ground = 2,542.518
Milled Grade = 2,542.018
CL
-0.388% -1.473%-0.388%<
W id e n e d
E d g e o f
P a v e m e n t
-1.473%
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+50.00 R 1
Overlay Grade = 2,542.502 (Prof. Adj.)
Original Ground = 2,542.494
Milled Grade = 2,541.994
CL
-0.508% -1.561%-0.508% -1.561%
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+60.00 R 1
Overlay Grade = 2,542.419 (Prof. Adj.)
Original Ground = 2,542.332
Milled Grade = 2,541.832
CL
-1.105% -2.000%-1.105% -2.000%
O f f s e t= .3
R T
E le v
.0
O f f s e t= .5
L T
E le v
.2
O f f s e t= .4
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+65.06 R 1
Overlay Grade = 2,542.377 (Prof. Adj.)
Original Ground = 2,542.250
Milled Grade = 2,541.750
CL
-1.407% -2.000%-5.500% -2.000%
O f f s e t= .2
R T
E le v
.0
O f f s e t= .9
L T
E le v
1.
O f f s e t= .5
L T
E le v
.1
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 2
E d g e o f
D ir t
R o a d
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+71.02 R 1
Overlay Grade = 2,542.328 (Prof. Adj.)
Original Ground = 2,542.153
Milled Grade = 2,541.653
CL
-1.762% -2.000%-10.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%
O f f s e t= .1
R T
E le v
1.
O f f s e t= 1.
L T
E le v
1.
O f f s e t= .6
L T
E le v
1.
E d g e t
R o a d
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+75.00 R 1
Overlay Grade = 2,542.295 (Prof. Adj.)
Original Ground = 2,542.089
Milled Grade = 2,541.589
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%
O f f s e t= .1
R T
E le v
1.
O f f s e t= .6
L T
E le v
1.
O f f s e t= .7
L T
E le v
1.
O f f s e t= .1 L T
E le v
1.
E d g e t
R o a d
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+80.81 R 1
Overlay Grade = 2,542.247 (Prof. Adj.)
Original Ground = 2,541.994
Milled Grade = 2,541.494
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%
O f f s e t= .0
R T
E le v
1.
O f f s e t= .4
L T
E le v
1.
O f f s e t= .9
1' L
T
E le v
1.
O f f s e t= .0
1' L
T
E le v
.8
E d g e t
R o a d
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1201+84.38 R 1
Overlay Grade = 2,542.217 (Prof. Adj.)
Original Ground = 2,541.936
Milled Grade = 2,541.436
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%
O f f s e t= .6
R T
E le v
1.
O f f s e t= .0
L T
E le v
1.
O f f s e t= .0
L T
E le v
1.
O f f s e t= .0
1' L
T
E le v
.7
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 3
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+00.00 R 1
Overlay Grade = 2,542.088 (Prof. Adj.)
Original Ground = 2,541.682
Milled Grade = 2,541.182
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%
O f f s e t=
.4
R T
E le v
.1
O f f s e t= .3
L T
E le v
.7
O f f s e t= .0
L T
E le v
.9
O f f s e t= .0
L T
E le v
.4
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+10.00 R 1
Overlay Grade = 2,542.005 (Prof. Adj.)
Original Ground = 2,541.519
Milled Grade = 2,541.019
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:2.9
O f f s e t=
.0
R T
E le v
.7
O f f s e t= 1.
L T
E le v
.2
O f f s e t=
.3
R T
E le v
.6
O f f s e t=
.4
R T
E le v
.7
O f f s e t= .0
L T
E le v
.7
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
1.
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+25.00 R 1
Overlay Grade = 2,541.881 (Prof. Adj.)
Original Ground = 2,541.275
Milled Grade = 2,540.775
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:2.7
O f f s e t=
.2
R T
E le v
.8
O f f s e t= .2
L T
E le v
.9
O f f s e t=
1.
R T
E le v
.4
O f f s e t=
.2
R T
E le v
.5
O f f s e t= .0
L T
E le v
.5
O f f s e t= .0
L T
E le v
.0
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+28.65 R 1
Overlay Grade = 2,541.851 (Prof. Adj.)
Original Ground = 2,541.215
Milled Grade = 2,540.715
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-8.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.7
R T
E le v
.8
O f f s e t= .8
L T
E le v
.8
O f f s e t=
.0
R T
E le v
.7
O f f s e t=
.8
R T
E le v
.3
O f f s e t= .0
L T
E le v
.4
O f f s e t= .0
L T
E le v
.0
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 4
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+35.18 R 1
Overlay Grade = 2,541.797 (Prof. Adj.)
Original Ground = 2,541.109
Milled Grade = 2,540.609
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-8.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 1:3.1
O f f s e t=
.4
R T
E le v
.3
O f f s e t= .8
L T
E le v
.6
O f f s e t=
1.
R T
E le v
.7
O f f s e t=
.6
1' R
T
E le v
.3
O f f s e t= .0
L T
E le v
.3
O f f s e t= .0
L T
E le v
.9
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+36.80 R 1
Overlay Grade = 2,541.784 (Prof. Adj.)
Original Ground = 2,541.082
Milled Grade = 2,540.582
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
-8.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 1:3.4
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .5
L T
E le v
.6
O f f s e t=
.5
R T
E le v
.6
O f f s e t=
.0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.3
O f f s e t= .0
L T
E le v
.9
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+37.84 R 1
Overlay Grade = 2,541.775 (Prof. Adj.)
Original Ground = 2,541.065
Milled Grade = 2,540.565
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
1:3 -8.000%
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 1:3.6
O f f s e t=
.1
R T
E le v
.2
O f f s e t= .2
L T
E le v
.9
O f f s e t=
.1
R T
E le v
.6
O f f s e t=
.7
R T
E le v
.3
O f f s e t= .9
L T
E le v
.3
O f f s e t= .6
L T
E le v
.1
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+41.82 R 1
Overlay Grade = 2,541.742 (Prof. Adj.)
Original Ground = 2,541.000
Milled Grade = 2,540.500
CL
-2.000% -2.000%-5.500%
W id e n e d
E d g e o f
P a v e m e n t
1:3 -8.000%
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 1:3.6
O f f s e t=
.0
1' R
T
E le v
.1
O f f s e t= .9
1' L
T
E le v
.8
O f f s e t=
.6
R T
E le v
.3
O f f s e t=
.5
R T
E le v
.3
O f f s e t= .0
L T
E le v
.3
O f f s e t= .8
L T
E le v
.1
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 5
E d g e t
R o a d
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+43.17 R 1
Overlay Grade = 2,541.731 (Prof. Adj.)
Original Ground = 2,540.978
Milled Grade = 2,540.478
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20 -8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.8
R T
E le v
.1
O f f s e t=
.5
R T
E le v
.9
O f f s e t=
.5
R T
E le v
.7
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+50.00 R 1
Overlay Grade = 2,541.674 (Prof. Adj.)
Original Ground = 2,540.866
Milled Grade = 2,540.366
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20 -8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.1
R T
E le v
.7
O f f s e t= .9
L T
E le v
.2
O f f s e t=
.0
R T
E le v
.8
O f f s e t=
.5
1' R
T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .4
L T
E le v
.2
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+55.49 R 1
Overlay Grade = 2,541.629 (Prof. Adj.)
Original Ground = 2,540.776
Milled Grade = 2,540.276
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20 -8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .8
L T
E le v
.1
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .4
R T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .4
L T
E le v
.1
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+63.00 R 1
Overlay Grade = 2,541.567 (Prof. Adj.)
Original Ground = 2,540.672
Milled Grade = 2,540.172
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.3
R T
E le v
.9
O f f s e t= .0
L T
E le v
.5
O f f s e t= .2
R T
E le v
.5
O f f s e t= .0
L T
E le v
.1
O f f s e t= .5
L T
E le v
.0
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 6
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+64.43 R 1
Overlay Grade = 2,541.555 (Prof. Adj.)
Original Ground = 2,540.659
Milled Grade = 2,540.159
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.7
R T
E le v
.9
O f f s e t= .6
L T
E le v
.6
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.1
O f f s e t= .5
L T
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+68.02 R 1
Overlay Grade = 2,541.525 (Prof. Adj.)
Original Ground = 2,540.626
Milled Grade = 2,540.126
CL
-1.840% -2.000%-1.840%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-8.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.5
R T
E le v
.0
O f f s e t= .7
L T
E le v
.3
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .6
R T
E le v
.4
O f f s e t= .0
L T
E le v
.1
O f f s e t= .6
1' L
T
E le v
.0
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+72.30 R 1
Overlay Grade = 2,541.490 (Prof. Adj.)
Original Ground = 2,540.587
Milled Grade = 2,540.087
CL
-1.650% -2.000%-1.650%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-8.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
1:3.9
O f f s e t=
.0
1' R
T
E le v
.7
O f f s e t= .9
L T
E le v
.2
O f f s e t=
.5
R T
E le v
.9
O f f s e t= .3
R T
E le v
.4
O f f s e t= .0
L T
E le v
.0
O f f s e t= .7
L T
E le v
.0
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+75.00 R 1
Overlay Grade = 2,541.467 (Prof. Adj.)
Original Ground = 2,540.563
Milled Grade = 2,540.063
CL
-1.530% -2.000%-1.530%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-8.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
O f f s e t=
.8
R T
E le v
.0
O f f s e t= .1 1' L
T
E le v
.2
O f f s e t=
1.
R T
E le v
.0
O f f s e t= .7
R T
E le v
.5
O f f s e t= .0
L T
E le v
.0
O f f s e t= .7
L T
E le v
.9
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 7
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1202+78.45 R 1
Overlay Grade = 2,541.439 (Prof. Adj.)
Original Ground = 2,540.531
Milled Grade = 2,540.031
CL
-1.377% -2.000%-1.377%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
O f f s e t=
.7
R T
E le v
.5
O f f s e t= .3
L T
E le v
.1
O f f s e t=
.0
R T
E le v
.4
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.0
O f f s e t= .8
L T
E le v
.9
O
H
P w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+00.00 R 1
Overlay Grade = 2,541.261 (Prof. Adj.)
Original Ground = 2,540.367
Milled Grade = 2,539.867
CL
-0.419% -2.000%-0.419%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:2.2
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .7
L T
E le v
.9
O f f s e t= .8
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.8
O f f s e t= .0
L T
E le v
.8 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+03.83 R 1
Overlay Grade = 2,541.229 (Prof. Adj.)
Original Ground = 2,540.344
Milled Grade = 2,539.844
CL
-0.249% -2.000%-0.249%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:2.1
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .7
L T
E le v
.9
O f f s e t= .8
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.8
O f f s e t= .1 L T
E le v
.8 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+13.63 R 1
Overlay Grade = 2,541.148 (Prof. Adj.)
Original Ground = 2,540.285
Milled Grade = 2,539.785
CL
+0.187% -2.000%+0.187%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
O f f s e t=
.5
R T
E le v
.1
O f f s e t= .9
L T
E le v
.8
O f f s e t=
.5
R T
E le v
.4
O f f s e t= .9
R T
E le v
.1
O f f s e t= .0
L T
E le v
.7
O f f s e t= .2
L T
E le v
.7
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 8 w e r
L in e
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+15.00 R 1
Overlay Grade = 2,541.136 (Prof. Adj.)
Original Ground = 2,540.277
Milled Grade = 2,539.777
CL
+0.248% -2.000%+0.248%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
1:3.4
O f f s e t=
.1
R T
E le v
.0
O f f s e t= .9
L T
E le v
.8
O f f s e t=
.1
R T
E le v
.4
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.7
O f f s e t= .2
L T
E le v
.7
E d g e t
R o a d w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+25.00 R 1
Overlay Grade = 2,541.059 (Prof. Adj.)
Original Ground = 2,540.217
Milled Grade = 2,539.717
CL
+0.692% -2.000%+0.692%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .1 L T
E le v
.7
O f f s e t=
.1 1' R
T
E le v
.6
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.6
O f f s e t= .3
L T
E le v
.7 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+39.18 R 1
Overlay Grade = 2,540.968 (Prof. Adj.)
Original Ground = 2,540.148
Milled Grade = 2,539.648
CL
+1.322% -2.000%+1.322%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.3
1' R
T
E le v
.2
O f f s e t= .3
L T
E le v
.7
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.5
O f f s e t= .5
L T
E le v
.6
E d g e t
R o a d
E d g e t
R o a d w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+50.00 R 1
Overlay Grade = 2,540.912 (Prof. Adj.)
Original Ground = 2,540.100
Milled Grade = 2,539.600
CL
+1.803% -2.000%+1.803%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.0
R T
E le v
.4
O f f s e t= .3
L T
E le v
.7
O f f s e t=
1.
R T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.5
O f f s e t= .7
L T
E le v
.6
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 9
E d g e t
R o a d w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+54.43 R 1
Overlay Grade = 2,540.893 (Prof. Adj.)
Original Ground = 2,540.080
Milled Grade = 2,539.580
CL
+2.000% -2.000%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.8
R T
E le v
.1
O f f s e t= .3
L T
E le v
.7
O f f s e t=
.2
R T
E le v
.3
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.4
O f f s e t= .8
L T
E le v
.5
E d g e t
R o a d w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+54.51 R 1
Overlay Grade = 2,540.893 (Prof. Adj.)
Original Ground = 2,540.080
Milled Grade = 2,539.580
CL
+2.000% -2.004%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%
W id e n e d
E d g e o f
P a v e m e n t
O f f s e t=
.8
R T
E le v
.1
O f f s e t= .3
L T
E le v
.7
O f f s e t=
.2
R T
E le v
.3
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.4
O f f s e t= .8
L T
E le v
.5 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+65.22 R 1
Overlay Grade = 2,540.855 (Prof. Adj.)
Original Ground = 2,540.032
Milled Grade = 2,539.532
CL
+2.000% -2.480%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-10.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
O f f s e t=
.1
R T
E le v
.4
O f f s e t= .2
L T
E le v
.7
O f f s e t=
.3
R T
E le v
.5
O f f s e t= .9
R T
E le v
.0
O f f s e t= .0
L T
E le v
.4
O f f s e t= .9
L T
E le v
.5 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+75.00 R 1
Overlay Grade = 2,540.832 (Prof. Adj.)
Original Ground = 2,539.995
Milled Grade = 2,539.495
CL
+2.000% -2.914%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
O f f s e t= .7
R T
E le v
.2
O f f s e t= .1 L T
E le v
.7
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.3
O f f s e t= .0
L T
E le v
.4
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 10 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+81.43 R 1
Overlay Grade = 2,540.822 (Prof. Adj.)
Original Ground = 2,540.010
Milled Grade = 2,539.510
CL
+2.000% -3.200%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
O f f s e t= .4
R T
E le v
.4
O f f s e t= .1 L T
E le v
.7
O f f s e t= .6
R T
E le v
.3
O f f s e t= .0
L T
E le v
.3
O f f s e t= .1 L T
E le v
.4 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+85.76 R 1
Overlay Grade = 2,540.818 (Prof. Adj.)
Original Ground = 2,540.021
Milled Grade = 2,539.521
CL
+2.000% -3.392% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .5
O f f s e t= .4
R T
E le v
.4
O f f s e t= .2
L T
E le v
.7
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.3
O f f s e t= .1 L T
E le v
.4 w e r
L in e
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+92.52 R 1
Overlay Grade = 2,540.816 (Prof. Adj.)
Original Ground = 2,540.039
Milled Grade = 2,539.539
CL
+2.000% -3.693% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .4
O f f s e t= .4
R T
E le v
.5
O f f s e t= .1 L T
E le v
.7
O f f s e t= .6
1' R
T
E le v
.2
O f f s e t= .1 1' L
T
E le v
.3
O f f s e t= .1 L T
E le v
.4 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1203+99.43 R 1
Overlay Grade = 2,540.818 (Prof. Adj.)
Original Ground = 2,540.058
Milled Grade = 2,539.558
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .2
O f f s e t= .4
R T
E le v
.5
O f f s e t= .1 L T
E le v
.7
O f f s e t= .0
R T
E le v
.1
O f f s e t= .2
L T
E le v
.3
O f f s e t= .3
L T
E le v
.4
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 11 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+00.00 R 1
Overlay Grade = 2,540.819 (Prof. Adj.)
Original Ground = 2,540.059
Milled Grade = 2,539.559
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .2
O f f s e t= .5
1' R
T
E le v
.5
O f f s e t= .1 L T
E le v
.7
O f f s e t= .1
R T
E le v
.1
O f f s e t= .2
L T
E le v
.3
O f f s e t= .3
L T
E le v
.4 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+16.67 R 1
Overlay Grade = 2,540.847 (Prof. Adj.)
Original Ground = 2,540.111
Milled Grade = 2,539.611
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2
O f f s e t= .2
R T
E le v
.5
O f f s e t= .4
L T
E le v
.6
O f f s e t= .9
R T
E le v
.1
O f f s e t= .8
L T
E le v
.3
O f f s e t= .9
L T
E le v
.4 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+25.00 R 1
Overlay Grade = 2,540.872 (Prof. Adj.)
Original Ground = 2,540.152
Milled Grade = 2,539.652
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:1.
O f f s e t=
.8
R T
E le v
.5
O f f s e t= .4
L T
E le v
.8
O f f s e t= .5
R T
E le v
.1
O f f s e t= .2
L T
E le v
.4
O f f s e t= 1.
L T
E le v
.5 w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+50.00 R 1
Overlay Grade = 2,540.992 (Prof. Adj.)
Original Ground = 2,540.290
Milled Grade = 2,539.790
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:1 .5
O f f s e t=
.9
R T
E le v
.2
O f f s e t= .0
L T
E le v
.5
O f f s e t=
.6
R T
E le v
.0
O f f s e t= .3
L T
E le v
.6
O f f s e t= .2
L T
E le v
.7
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 12 w e r
L in e w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+75.00 R 1
Overlay Grade = 2,541.179 (Prof. Adj.)
Original Ground = 2,540.469
Milled Grade = 2,539.969
CL
+2.000% -4.000%
O f f s e t=
.5
R T
E le v
.3
O f f s e t= 1.
L T
E le v
.2
O f f s e t=
.0
R T
E le v
.2 w e r
L in e w e r
L in e
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1204+95.00 R 1
Overlay Grade = 2,541.376 (Prof. Adj.)
Original Ground = 2,540.617
Milled Grade = 2,540.117
CL
+2.000% -4.000%
O f f s e t=
.4
R T
E le v
.3
O f f s e t= 1.
L T
E le v
.5
O f f s e t=
.3
R T
E le v
.4
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+00.00 R 1
Overlay Grade = 2,541.431 (Prof. Adj.)
Original Ground = 2,540.651
Milled Grade = 2,540.151
CL
+2.000% -4.000%
O f f s e t=
.6
R T
E le v
.3
O f f s e t= 1.
L T
E le v
.5
O f f s e t=
.3
R T
E le v
.4
E x is ti n g
F e n c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+10.00 R 1
Overlay Grade = 2,541.540 (Prof. Adj.)
Original Ground = 2,540.777
Milled Grade = 2,540.277
CL
+2.000% -4.000%
O f f s e t=
.0
R T
E le v
.4
O f f s e t= 1.
L T
E le v
.9
O f f s e t=
.4
R T
E le v
.5
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 13
E x is ti n g
F e n c e
E d g e o f
E x is t
S h o u ld e r
F a c e o f
E x is t
C u r b
F a c e o f
E x is t
C u r b
F a c e o f
E x is t
C u r b
F a c e o f
E x is t
C u r b
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+25.00 R 1
Overlay Grade = 2,541.704 (Prof. Adj.)
Original Ground = 2,540.979
Milled Grade = 2,540.479
CL
+2.000% -4.000%
O f f s e t=
.9
R T
E le v
.5
O f f s e t= 1.
L T
E le v
1.
O f f s e t=
.6
R T
E le v
.7
E x is ti n g
F e n c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+48.00 R 1
Overlay Grade = 2,541.956 (Prof. Adj.)
Original Ground = 2,541.277
Milled Grade = 2,540.777
CL
+2.000% -4.000%
O f f s e t=
.1
R T
E le v
.7
O f f s e t= 1.
L T
E le v
1.
O f f s e t=
.2
R T
E le v
.9
E x is ti n g
F e n c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+50.00 R 1
Overlay Grade = 2,541.978 (Prof. Adj.)
Original Ground = 2,541.302
Milled Grade = 2,540.802
CL
+2.000% -4.000%
O f f s e t=
.0
R T
E le v
.7
O f f s e t= 1.
L T
E le v
1.
O f f s e t=
.1
R T
E le v
1.
E x is ti n g
F e n c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+75.00 R 1
Overlay Grade = 2,542.231 (Prof. Adj.)
Original Ground = 2,541.617
Milled Grade = 2,541.117
CL
+2.000% -4.000%
O f f s e t=
.5
1' R
T
E le v
.9
O f f s e t= 1.
L T
E le v
.0
O f f s e t=
.5
R T
E le v
1.
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 14
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1205+81.43 R 1
Overlay Grade = 2,542.291 (Prof. Adj.)
Original Ground = 2,541.695
Milled Grade = 2,541.195
CL
+2.000% -4.000%
O f f s e t=
.5
R T
E le v
.0
O f f s e t= 1.
L T
E le v
.0
O f f s e t=
.3
R T
E le v
1.
O f f s e t= 1.
L T
E le v
1.
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+00.00 R 1
Overlay Grade = 2,542.449 (Prof. Adj.)
Original Ground = 2,541.863
Milled Grade = 2,541.363
CL
+2.000% -4.000%
O f f s e t=
.5
R T
E le v
.2
O f f s e t= 1.
L T
E le v
.2
O f f s e t=
.3
R T
E le v
1.
O f f s e t= 1.
L T
E le v
1.
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+25.00 R 1
Overlay Grade = 2,542.633 (Prof. Adj.)
Original Ground = 2,542.018
Milled Grade = 2,541.518
CL
+2.000% -4.000%
O f f s e t=
.2
R T
E le v
.4
O f f s e t= 1.
L T
E le v
.0
O f f s e t=
.3
R T
E le v
1.
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+50.00 R 1
Overlay Grade = 2,542.781 (Prof. Adj.)
Original Ground = 2,542.113
Milled Grade = 2,541.613
CL
+2.000% -4.000%
O f f s e t=
.3
R T
E le v
.9
O f f s e t= 1.
L T
E le v
.1
O f f s e t=
1.
1' R
T
E le v
1.
3:16 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 15
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
G u a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+55.13 R 1
Overlay Grade = 2,542.807 (Prof. Adj.)
Original Ground = 2,542.129
Milled Grade = 2,541.629
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:3.
O f f s e t=
.5
R T
E le v
1.
O f f s e t= .7
L T
E le v
1.
O f f s e t=
.9
R T
E le v
1.
O f f s e t= 1.
L T
E le v
1.
O f f s e t= .1 L T
E le v
1.
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+75.00 R 1
Overlay Grade = 2,542.894 (Prof. Adj.)
Original Ground = 2,542.156
Milled Grade = 2,541.656
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:3.
O f f s e t=
.4
R T
E le v
1.
O f f s e t= .5
L T
E le v
.7
O f f s e t= .5
R T
E le v
.1
O f f s e t= .6
L T
E le v
1.
O f f s e t= 1.
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1206+95.21 R 1
Overlay Grade = 2,542.961 (Prof. Adj.)
Original Ground = 2,542.115
Milled Grade = 2,541.615
CL
+2.000% -4.000% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1.
O f f s e t=
1.
R T
E le v
1.
O f f s e t= .3
L T
E le v
.2
O f f s e t= .8
R T
E le v
.2
O f f s e t= .6
L T
E le v
1.
O f f s e t= .0
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in in
W a ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+00.00 R 1
Overlay Grade = 2,542.973 (Prof. Adj.)
Original Ground = 2,542.105
Milled Grade = 2,541.605
CL
+2.000% -3.787% +2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1.
O f f s e t=
.5
R T
E le v
1.
O f f s e t= .5
L T
E le v
.0
O f f s e t= .4
R T
E le v
.2
O f f s e t= .4
1' L
T
E le v
1.
O f f s e t= .7
L T
E le v
1.
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 16
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+13.21 R 1
Overlay Grade = 2,543.000 (Prof. Adj.)
Original Ground = 2,542.030
Milled Grade = 2,541.530
CL
+2.000% -3.200%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1.
-3.200%
O f f s e t= .6
R T
E le v
1.
O f f s e t= .3
L T
E le v
.4
O f f s e t= .1 L T
E le v
1.
O f f s e t= .5
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+25.00 R 1
Overlay Grade = 2,543.017 (Prof. Adj.)
Original Ground = 2,542.050
Milled Grade = 2,541.550
CL
+2.000% -2.676%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.676%
O f f s e t= .7
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.4
O f f s e t= .1 L T
E le v
1.
O f f s e t= .6
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+40.21 R 1
Overlay Grade = 2,543.026 (Prof. Adj.)
Original Ground = 2,542.131
Milled Grade = 2,541.631
CL
+2.000% -2.000%+2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .1
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.6
O f f s e t= .1 L T
E le v
1.
O f f s e t= .6
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+46.27 R 1
Overlay Grade = 2,543.026 (Prof. Adj.)
Original Ground = 2,542.164
Milled Grade = 2,541.664
CL
+1.730% -2.000%+1.730%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .0
R T
E le v
.0
O f f s e t= .7
L T
E le v
.7
O f f s e t= .1 L T
E le v
1.
O f f s e t= .5
L T
E le v
1.
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
Riverside Road & Lake Shore Drive Rehabilitation
Riverside Road, Lake Shore to Hoadley
Sheet 17
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+48.00 R 1
Overlay Grade = 2,543.026 (Prof. Adj.)
Original Ground = 2,542.173
Milled Grade = 2,541.673
CL
+1.654% -2.000%+1.654%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .0
R T
E le v
.0
O f f s e t= .6
L T
E le v
.8
O f f s e t= .1 L T
E le v
1.
O f f s e t= .4
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+50.00 R 1
Overlay Grade = 2,543.025 (Prof. Adj.)
Original Ground = 2,542.184
Milled Grade = 2,541.684
CL
+1.565% -2.000%+1.565%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .0
R T
E le v
.0
O f f s e t= .5
L T
E le v
.8
O f f s e t= .1 L T
E le v
1.
O f f s e t= .4
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1207+75.00 R 1
Overlay Grade = 2,543.019 (Prof. Adj.)
Original Ground = 2,542.283
Milled Grade = 2,541.783
CL
+0.454% -2.000%+0.454%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .0
R T
E le v
.0
O f f s e t= .8
L T
E le v
1.
O f f s e t= .1 L T
E le v
1.
O f f s e t= .0
L T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e
E d g e o f
E x is t
S h o u ld e r
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 1208+00.00 R 1
Overlay Grade = 2,543.013 (Prof. Adj.)
Original Ground = 2,542.331
Milled Grade = 2,541.831
CL
-0.657% -2.000%-0.657%<
W id e n e d
E d g e o f
P a v e m e n t
1:1 .5
1:1 .5
1:1 .5
-2.000%
O f f s e t= .0
R T
E le v
.0
O f f s e t= .6
L T
E le v
1.
O f f s e t= .1 L T
E le v
1.
O f f s e t= .9
L T
E le v
1.
3:03 PM 29 March 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_RIVER.dgn
100100
100100
2520 2520
2530 2530
2540 2540
2550…
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