Am_0004.pdf
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- Rotary Wing Taxiway PN 85710
- Solicitation number
- W9128F-16-B-0027
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Amendment 0004
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| ABSTRACT_Rotary_Wing_Taxiway_W9128F-16-B-0027.pdf | ||
| Am_0003.pdf | ||
| Parking_Lot_-_Basic-2.zip | ZIP file | |
| Parking_Lot_-_Option-1.zip | ZIP file | |
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| Am_0002.pdf | ||
| Parking_Lot_-_Basic-1.zip | ZIP file | |
| Am_0001.pdf | ||
| FCBI_-_Rotary_Wing_Taxiway _Ft_Carson _CO_-_ADVERTISEMENT_-_FULL_SIZE.PDF | ||
| W9128F-16-B-0027-SPECS-Rotary-Wing-Taxiway_Fort-Carson.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, 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 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 your 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 APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE 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.
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)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
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.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
Amendment No. 0004 Dec 13, 2016
U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT
CONTRACTING OFFICE
1616 CAPITOL AVE.
OMAHA, NE 68102-4901
See Item 6
W9128F-16-B-0027
Oct 26, 2016
ROTARY WING TAXIWAY, PN 85710 (FY16), FORT CARSON, COLORADO
See attached documentation for content of the amendment revisions
Date for receipt of Bids is 19 DEC 2016 at 1400 hours
Government Point of Contact: Dawn Barnett(402) 995-2091
13 Dec 2016
Am #0004 - 1
Am #0004 - 2 (Continuation of SF 30)
DEPARTMENT OF THE ARMY
Omaha District, Corps of Engineers
1616 Capitol Avenue Omaha, Nebraska 68102-4901
:NOTICE: Failure to acknowledge : Solicitation No. W9128F-16-B-0027 :all amendments may cause rejec-:
:tion of the bid. See FAR : Date of Issue: 26 OCT 2016 :52.214-3 of Section 00 21 00. : Date of Opening:
19 DEC 2016
Amendment No. 0004
13 DEC 2016
SUBJECT: Amendment No. 0004 to Specifications and Drawings for Construction of ROTARY WING TAXIWAY, PN 85710 (FY16).
TO: Prospective Offerors and Others Concerned
1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).
a. Specifications. (Descriptive Changes). None.
b. Specifications (New and/or Revised and Reissued). None.
c. Drawings (Not Reissued). None.
d. Drawings (Reissued). The following drawing(s) are revised with a revision date as indicated in the title block, and reissued with this amendment.
(1) Sheet CD817O, ESSAYONS ROAD – DEMOLITION PLAN – AREA 817 -
OPTION
(2) Sheet CS816O, ESSAYONS ROAD – SITE PLAN – AREA 816 -
(3) Sheet CS817O, ESSAYONS ROAD – SITE PLAN – AREA 817 -
(4) Sheet CT816O, ESSAYONS ROAD – PAVEMENT MARKINGS/TRAFFIC
SIGNING – AREA 816 - OPTION
(5) Sheet CT817O, ESSAYONS ROAD – PAVEMENT MARKINGS/TRAFFIC
SIGNING – AREA 817 - OPTION
(6) Sheet CG800O, ESSAYONS ROAD – OVERALL GRADING PLAN -
(7) Sheet CG816O, ESSAYONS ROAD – GRADING PLAN – AREA 816 -
(8) Sheet CG817O, ESSAYONS ROAD – GRADING PLAN – AREA 817 -
Am #0004 - 3 (Continuation of SF 30)
(9) Sheet CG822O, ESSAYONS ROAD – PROFILE VIEW – SHEET 2 OF 2
- OPTION
(10) Sheet CG841O, ESSAYONS ROAD – CORSS SECTIONS – SHEET 11 OF
12 - OPTION
(11) Sheet CG842O, ESSAYONS ROAD – CORSS SECTIONS – SHEET 12 OF
12 - OPTION
(12) Sheet CE816O, ESSAYONS ROAD – EROSION CONTROL PLAN – AREA
816 - OPTION
(13) Sheet CE817O, ESSAYONS ROAD – EROSION CONTROL PLAN – AREA
817 - OPTION
2. This amendment is a part of the bidding papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the specifications remain unchanged. If the bids have been mailed prior to receiving this amendment, you will notify the office where bids are received, in the specified manner, immediately of its receipt and of any changes in your bid thereby occasioned.
a. Hand-Carried Bids shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.
b. Mailed Bids shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.
3. Bids will be received until 2:00 p.m, local time at place of bid opening, 19 DEC 2016.
Attachments:
Drawings listed in 1.d., above
U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901
12 DEC 2016
NEP/2160
4' BARBED WIRE
DIRT PATH
B A
R B
E D
W
IR
E
GRAVEL SHOULDER
6' CHAIN LINK
4' BARBED WIRE
4' BARBED WIRE
B A
R B
E
NATURAL SURFACE TANK TRAIL
B A
R B
E
G R
A V
L
S H
O U
L D
E R
C H
A R
T
R
O A
K
N C
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
57405740
GRAVEL SHOULDER
B A
R B
E
DIRT PATH
6' CHAIN LINK
4'
B
AR
B
ED
E
G R
A V
O U
L D
E R
WARNING
FIRE BREAK
OFF LIMITS
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
6' CHAIN LINK
4' BARBED W
IRE
RESTRICTED
AREA
GATE 19
ENTRY
SIGN
ROUTE 1 (GRAVEL)
4' BARBED WIRE
CAUTION
20 M.P.H.
6' CHAIN LINK
CAUTION
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
NATURAL SURFACE TANK TRAIL
G A T E
GRAVEL
TRUCKS USE
CENTER LANE
NATURAL SURFACE TANK TRAIL
GRAVEL
GRAVEL
DO NOT
ENTER
CAUTION
MERGE RIGHT
WRONG WAY
WILDERNESS ROAD
CLOSED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
REMOVE GRAVEL ROAD
REMOVE SIGN (TYP.)
P N
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
DEMOLITION KEYNOTE LEGEND:
REMOVE EXISTING SIGN
REMOVE EXISTING ROCK/GRAVEL MATERIALS
F C
B
IC
D
O .d g n
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F W
C D
O P
T
IO
N
D E
M O
L
IT
IO
N P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CD817O
A P
F
W F -1
-B -0
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
/1
STATION NORTHING EASTING
PC 124+19.21 1304895.64 3217823.46
PI 124+92.57 1304898.37 3217896.77
CC 1307893.57 3217711.92
PT 125+65.90 1304904.68 3217969.85
RADIUS: 3000.0000
DELTA: 2^48'05.0989" LEFT
DEGREE OF CURVATURE (ARC): 1^54'35.4935"
LENGTH: 146.6818
STATION NORTHING EASTING
PC 125+65.90 1304904.68 3217969.85
PI 126+39.40 1304911.00 3218043.09
CC 1301673.12 3218248.73
PT 127+12.89 1304913.99 3218116.54
RADIUS: 3243.5690
DELTA: 2^35'47.5399" RIGHT
DEGREE OF CURVATURE (ARC): 1^45'59.1928"
LENGTH: 146.9926
4' BARBED WIRE
6' CHAIN LINK
INV. = 5744.90
GRAVEL
GRAVEL
12" CMP
INV. = 5745.42
INV. = 5745.48
AS
PHALT
CAUTION 6' CHAIN LINK
4"
PVC
ONE WAY
INV. = 5746.03
STOP
4' BARBED WIRE
A S
P H
A L T
H
STOP
H
BOLLARDS (5)
WOODEN
OUTHOUSE
BOLLARDS (5)
P
WILDERNESS ROAD (GRAVEL)
ELEC.
BOX
WOOD FENCE
BOLLARDS (5)
RW 12
N: 1305005.59
E: 3218163.57
ELEV. = 5747.33
5/8" REBAR & 3.5"
ALUMINUM CAP
CONCRETE
WITH CONCRETE WALL
CANVAS HOOP BUILDING
(WOOD)
BUILDING
GRAVEL
CONCRETE
CAUTION
MERGE RIGHT
METAL
GUARD SHACK
WOOD FENCE
METAL
GUARD SHACK
CONCRETE
W O
F
N C
E
NATURAL SURFACE TANK TRAIL
4' BARBED WIRE
B A
R B
E
.8
P T
.9
P
C
.8
P
T
.0
P
C
.5
P I
.4
P I
ASPHALT PAVING (TYP.)
ASPHALT PAVING (TYP.)
N 1,304,898.37
E 3,217,896.77
N 1,304,904.68
E 3,217,969.85
TIE INTO EXISTING ASPHALT
TIE INTO EXISTING ASPHALT
GRAVEL SHOULDER (TYP.)
STATION NORTHING EASTING
PC 124+19.21 1304895.64 3217823.46
PI 124+92.57 1304898.37 3217896.77
CC 1307893.57 3217711.92
PT 125+65.90 1304904.68 3217969.85
RADIUS: 3000.0000
DELTA: 2^48'05.0989" LEFT
DEGREE OF CURVATURE (ARC): 1^54'35.4935"
LENGTH: 146.6818
STATION NORTHING EASTING
PC 125+65.90 1304904.68 3217969.85
PI 126+39.40 1304911.00 3218043.09
CC 1301673.12 3218248.73
PT 127+12.89 1304913.99 3218116.54
RADIUS: 3243.5690
DELTA: 2^35'47.5399" RIGHT
DEGREE OF CURVATURE (ARC): 1^45'59.1928"
LENGTH: 146.9926
N 1,304,911.00
E 3,218,043.09
N 1,304,913.99
E 3,218,116.54
3.5'R
2.
5'
R 10.75'R
R
2.5' R
5' R
N 1,305,004.09
E 3,218,431.68
N 1,304,949.90
E 3,218,469.25
N 1,304,928.41
E 3,218,470.13
GRAVEL SHOULDER (TYP.)
5'
R
& GUTTER
CONC. CURB
N 1,305,006.75
E 3,218,546.32
N 1,304,956.80
E 3,218,638.39
N 1,304,937.19
E 3,218,685.19
.6
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
ANY DISCREPANCIES ARE PRESENT
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
1. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
GENERAL NOTES:
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
B
IC
S
O .d g n
A N
S I
D
C
IV
IL
S
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T
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N
/1
/2
A P
F W
C D
O P
T
IO
N
S
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E P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CS816O
W F -1
-B -0
A P
F
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
STATION NORTHING EASTING
PC 132+82.02 1304937.19 2318685.19
PI 133+75.23 1304940.99 3218778.33
CC 1304329.69 3218709.97
PT 134+67.00 1304916.71 3218868.32
RADIUS: 608.0000
DELTA: 17^25'48" RIGHT
DEGREE OF CURVATURE (ARC): 9^25'12"
LENGTH: 184.979
4' BARBED WIRE
DIRT PATH
B A
R B
E
6' CHAIN LINK
4' BARBED WIRE
GRAVEL SHOULDER
4' BARBED WIRE
B A
R B
E
NATURAL SURFACE TANK TRAIL
B A
R B
E
G R
A V
O U
L D
E R
C H
A R
T
N
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
GRAVEL SHOULDER
B A
R B
E
DIRT PATH
6' CHAIN LINK
4'
B
AR
E
G R
A V
O U
L D
E R
WARNING
FIRE BREAK
OFF LIMITS
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
6' CHAIN LINK
4' BARBED W
IRE
RESTRICTED
AREA
GATE 19
ENTRY
SIGN
ROUTE 1 (GRAVEL)
4' BARBED WIRE
CAUTION
20 M.P.H.
6' CHAIN LINK
CAUTION
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
NATURAL SURFACE TANK TRAIL
G A T E
GRAVEL
TRUCKS USE
CENTER LANE
NATURAL SURFACE TANK TRAIL
GRAVEL
GRAVEL
DO NOT
ENTER
CAUTION
MERGE RIGHT
WRONG WAY
WILDERNESS ROAD
CLOSED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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E N
U M
B E
R
S
IZ
E
S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.0
P T
.8
P O
E
.2
P I
6+
7+
108+
109+00 110+00
PC: 102+79.32
M
ID
.7
P T
.1
203+00
204+00
205+00
206+00
207+00 208+00 208+64
P T
.9
P C
.1
M
ID
.7
P T
.4
E P
.7
EP: 216+65.05
STA 214+04.13, 20.59' RTT
STA 207+56.29, 12.00' RTT
ANY DISCREPANCIES ARE PRESENT
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
1. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
GENERAL NOTES:
N 1,304,935.61
E 3,218,802.78
N 1,304,938.37
E 3,218,793.07
N 1,304,930.73
E 3,218,801.72
N 1,304,984.79
E 3,218,717.83
N 1,304,936.27
E 3,218,887.95
N 1,304,913.11
E 3,218,881.66
N 1,304,895.74
E 3,218,876.93
N 1,304,899.61
E 3,218,877.97
R
2.5'R
NOT IN CONTRACT
FUTURE DAR PROJECT
' 2
EXISTING SURFACES
TRANSITION BETWEEN NEW AND
USING AGGREGATE, GRADUALLY
END OF ASPHALT PAVEMENT.
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
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N E
B R
A S
K A
O M
A H
A D
IS
T R
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T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
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S A
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N S R
O A
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CS817O
W F -1
-B -0
A P
F
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
6' CHAIN LINK
INV. = 5744.90
12" CMP
INV. = 5745.42
INV. = 5745.48
AS
PHALT
CAUTION 6' CHAIN LINK
4"
PVC
ONE WAY
INV. = 5746.03
STOP
4' BARBED WIRE
A S
P H
A L T
H
STOP
H
WOODEN
OUTHOUSE
P
WILDERNESS ROAD (GRAVEL)
ELEC.
BOX
WOOD FENCE
RW 12
N: 1305005.59
E: 3218163.57
ELEV. = 5747.33
5/8" REBAR & 3.5"
ALUMINUM CAP
CONCRETE
WITH CONCRETE WALL
CANVAS HOOP BUILDING
GRAVEL
(WOOD)
BUILDING
CONCRETE
CAUTION
MERGE RIGHT
METAL
GUARD SHACK
WOOD FENCE
METAL
GUARD SHACK
CONCRETE
W O
N C
E
NATURAL SURFACE TANK TRAIL
4' BARBED WIRE
B A
R B
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.8
P T
.9
P
C
.8
P
T
.0
P
C
.5
P I
.4
I
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
NOTE:
SHEET CT853
OF NEW PAVEMENT ACCORDING TO PLAN FOUND ON
3. DELINEATORS MUST BE PLACED ALONG ENTIRE LENGTH
2. FOR TRAFFIC SIGNAGE DETAILS, SEE SHEET CT852
1. FOR PAVEMENT MARKING DETAILS, SEE SHEET CT851
CONTINUOUS WHITE EDGE LINE 4"
DOUBLE YELLOW NO PASSING LINE 4"
CONTINUOUS YELLOW EDGE LINE 4"
F C
B
IC
T
O .d g n
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
A R
E A
O
P T
IO
N
P A
V E
M E
N T M
A R
K
IN
G S /T
R A
F F
IC
S
IG
N
IN
G
E S
S A
Y O
N S R
O A
D
CT816O
W F -1
-B -0
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
DIRT PATH
B A
R B
E
GRAVEL SHOULDER
6' CHAIN LINK
4' BARBED WIRE
4' BARBED WIRE
B A
R B
E
NATURAL SURFACE TANK TRAIL
B A
R B
E
G R
A V
O U
L D
E R
C H
A R
T
N
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
GRAVEL SHOULDER
B A
R B
E
DIRT PATH
6' CHAIN LINK
4'
B
AR
E
G R
A V
O U
L D
E R
WARNING
FIRE BREAK
OFF LIMITS
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
6' CHAIN LINK
4' BARBED W
IRE
RESTRICTED
AREA
GATE 19
ENTRY
SIGN
ROUTE 1 (GRAVEL)
4' BARBED WIRE
CAUTION
20 M.P.H.
6' CHAIN LINK
CAUTION
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
NATURAL SURFACE TANK TRAIL
G A T E
TRUCKS USE
CENTER LANE
NATURAL SURFACE TANK TRAIL
WILDERNESS ROAD
CLOSED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.0
P T
.8
P O
E
.2
I
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
NOTE:
SHEET CT853
OF NEW PAVEMENT ACCORDING TO PLAN FOUND ON
3. DELINEATORS MUST BE PLACED ALONG ENTIRE LENGTH
2. FOR TRAFFIC SIGNAGE DETAILS, SEE SHEET CT852
1. FOR PAVEMENT MARKING DETAILS, SEE SHEET CT851
CONTINUOUS WHITE EDGE LINE 4"
DOUBLE YELLOW NO PASSING LINE 4"
CONTINUOUS YELLOW EDGE LINE 4"
F C
B
IC
T
O .d g n
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
A R
E A
O
P T
IO
N
P A
V E
M E
N T M
A R
K
IN
G S /T
R A
F F
IC
S
IG
N
IN
G
E S
S A
Y O
N S R
O A
D
CT817O
W F -1
-B -0
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/1
/1
ROCK
ROCK
B A
R B
E
APPROXIMATE LOCATION OF WATERLINE PLOTTED
BASED ON EXISTING MANHOLES, VALVES, &
MAKER POSTS AND G-TAB MAPPING.
ROCK
ROCK
ROUTE 1
G
R A
V E
L
R O
U T
RW 11
N: 1303046.24
E: 3214961.73
ELEV. = 5665.14
5/8" REBAR & 3.5"
ALUMINUM CAP
B A
R B
E
ROCK
ROCK
B A
R B
E
CP TEST
4' BARBED WIRE
APPROXIMATE LOCATION OF WATERLINE PLOTTED
BASED ON EXISTING MANHOLES, VALVES, &
MAKER POSTS AND G-TAB MAPPING.
4' BARBED WIRE
WATER
MANHOLE
INV. = 5700.28
ROCK
P
L A S T
IC
INV. = 5702.40
30 M.P.H.
20 M.P.H.
EDGE ROAD
DELINEATOR
R O
U T E
G
R A
V E L
EDGE ROAD
DELINEATOR
ROCK
ROCK
CHEVRON
CHEVRON
ROCK
ROCK
ROCK
CHEVRON
CHEVRON
GATE 19
RW 10
N: 1304704.31
E: 3207016.81
ELEV. = 5735.01
5/8" REBAR & 3.5"
ALUMINUM CAP
B U
T
A D
A S
P H
A L T
B A
R B
E
4' BARBED WIRE
B A
R B
E
C H
A R
T
N
A D
A S P
H A L T
4' BARBED WIRE
X J
FIELD MARKINGS STOP
AT PEDESTAL
B A
R B
E
4' BARBED WIRE
6' CHAIN LINK
4' BARBED WIRE
4' BARBED WIRE
B A
R B
E
NATURAL SURFACE TANK TRAIL
B A
R B
E
CURVE
AHEAD
C H
A R
T
N
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
57405740
18" DECID.
B A
R B
E
6' CHAIN LINK
4'
B
AR
E
WARNING
FIRE BREAK
OFF LIMITS
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
6' CHAIN LINK
4' BARBED W
IRE
RESTRICTED
AREA
GATE 19
ENTRY
SIGN
4' BARBED WIRE
CAUTION
20 M.P.H.
6' CHAIN LINK
CAUTION
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
NATURAL SURFACE TANK TRAIL
G A T E
TRUCKS USE
CENTER LANE
4' BARBED WIRE
NATURAL SURFACE TANK TRAIL
6' CHAIN LINK
WILDERNESS ROAD
CLOSED
INV. = 5744.90
12" CMP
FIRE
BREAK
FIRE
BREAK
INV. = 5745.42
INV. = 5745.48
STEEP
GRADE
CAUTION 6' CHAIN LINK
EDGE ROAD
DELINEATOR
4" PVC
ONE WAY
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
INV. = 5746.03
STOP
4' BARBED WIRE
EDGE ROAD
DELINEATOR
H
STOP
H
P
EDGE ROAD
DELINEATOR
WILDERNESS ROAD (GRAVEL)
ELEC.
BOX
WOOD FENCE
RW 12
N: 1305005.59
E: 3218163.57
ELEV. = 5747.33
5/8" REBAR & 3.5"
ALUMINUM CAP
EDGE ROAD
DELINEATOR
CAUTION
MERGE RIGHT
WOOD FENCE
W O
N C
E
NATURAL SURFACE TANK TRAIL
4' BARBED WIRE
B A
R B
E
WARNING
FIRE BREAK
OFF LIMITS
RANGE PASS
REQUIRED
5750 5750
NORTH ROUTE 1 RIGHT
SNOW EMERGENCY ROUTE
ROUTE 1
LEFT
STOP
SOUTH
ROUTE 1
B U
T
A D
A S
P H
A L T
57555755
5755 5755
813 814 815 816 817
5665 5665
56705670
5670 56
57255725
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
SCALE: 1" = 500' - 0"
1000'250'0 500'
RW 12
N
F C
B
IC
G
O .d g n
O P
T
IO
N
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F W
C D
O V
E R
A L L G
R A
D
IN
G P
L A
N
E S
S A
Y O
N S R
O A
D
CG800O
A P
F
W F -1
-B -0
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
/1
RW 11
RW 10
ESSAYONS ROAD
GATE 19
BUTTS ROAD
6' CHAIN LINK
INV. = 5744.90
12" CMP
INV. = 5745.42
INV. = 5745.48
CAUTION 6' CHAIN LINK
4"
PVC
ONE WAY
INV. = 5746.03
STOP
4' BARBED WIRE
H
STOP
H
P
WILDERNESS ROAD (GRAVEL)
ELEC.
BOX
WOOD FENCE
RW 12
N: 1305005.59
E: 3218163.57
ELEV. = 5747.33
5/8" REBAR & 3.5"
ALUMINUM CAP
CAUTION
MERGE RIGHT
WOOD FENCE
W O
N C
E
NATURAL SURFACE TANK TRAIL
4' BARBED WIRE
B A
R B
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
57445745
.8
P T
.9
P
C
.8
P
T
.0
P
C
.5
P I
.4
P I
AT PAVEMENT INTERFACE
MATCH EXISTING GRADE
AT PAVEMENT INTERFACE
MATCH EXISTING GRADE
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
LEGEND:
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
ANY DISCREPANCIES ARE PRESENT.
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
AND SEEDED.
OTHERWISE SURFACED SHALL BE TOPSOILED (4 INCHES)
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT
STRIPPED TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE
REFER TO MEAN SEA LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS
OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS
OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS
GENERAL NOTES:
F C
B
IC
G
O .d g n
W F -1
-B -0
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
O P
T
IO
N
G R
A D
IN
G P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CG816O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
B A
R B
E
6' CHAIN LINK
4' BARBED WIRE
4' BARBED WIRE
B A
R B
E
NATURAL SURFACE TANK TRAIL
B A
R B
E
C H
A R
T
N
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
57405740
B A
R B
E
6' CHAIN LINK
4'
B
AR
E
WARNING
FIRE BREAK
OFF LIMITS
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
6' CHAIN LINK
4' BARBED W
IRE
RESTRICTED
AREA
GATE 19
ENTRY
SIGN
4' BARBED WIRE
CAUTION
20 M.P.H.
6' CHAIN LINK
CAUTION
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
NATURAL SURFACE TANK TRAIL
G A T E
TRUCKS USE
CENTER LANE
NATURAL SURFACE TANK TRAIL
WILDERNESS ROAD
CLOSED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.0
P T
.8
P O
E
.2
P I
EXISTING GRADE
TRANSITISION BETWEEN NEW AND
USING AGGREGATE, GRADUALLY5742.68'
5743.16'
5742.88'
5742.80'
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
LEGEND:
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
ANY DISCREPANCIES ARE PRESENT.
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
AND SEEDED.
OTHERWISE SURFACED SHALL BE TOPSOILED (4 INCHES)
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT
STRIPPED TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE
REFER TO MEAN SEA LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS
OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS
OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS
GENERAL NOTES:
F C
B
IC
G
O .d g n
W F -1
-B -0
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
O P
T
IO
N
G R
A D
IN
G P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CG817O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
57805780
123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00 135+50 136+00
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
P V I .5
E le v
.4
P V
T
.5
E le v
.0
L = 500.00' e = 0.18'
SSD = 6353.81'
K = 1783.30
57805780
M A
C T
H L
IN
E S
H E
E T
E le v
.9
P
V I .9
E le v
.1
P
V I .8
-0.57%
-0.54%
STATION
EXISTING SURFACES
TRANSITION BETWEEN NEW AND
USING AGGREGATE, GRADUALLY
ESSAYONS ROAD PROFILE
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
50'025'50'
HORIZONTAL SCALE: 1" = 50'-0"
10' 5' 0
VERTICAL SCALE: 1" = 10'-0"
10'
F C
B
IC
G
O .d g n
A N
S I
D
W F -1
-B -0
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
O P
T
IO
N
P R
O F
IL
E V
IE
W S
H E
E T O
F
E S
S A
Y O
N S R
O A
D
CG822O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
E
L E
V A
T
IO
N F
T
0 20 40 60 80 100 120-20-40-60-80
132+50
E L E
V A
T
IO
N F
T
0 20 40 60 80 100 120-20-40-60-80
133+00
E L E
V A
T
IO
N F
T
0 20 40 60 80 100 120-20-40-60-80
133+50
E le v .9
O ff s e t .0
E le v .7
O ff s e t .0
E le v .6
O ff s e t .0
E le v .6
O ff s e t .0
E le v .6
O ff s e t .0
E le v .3
O ff s e t .0
E le v .2
O ff s e t -3
.8
E le v .0
O ff s e t -4
.1
E le v .8
O ff s e t -5
.3
E le v .2
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .5
O ff s e t .0
E le v .2
O ff s e t -5
.2
E le v .0
O ff s e t -6
.1
E le v .4
O ff s e t .0
E le v .2
O ff s e t .0
E le v .1
O ff s e t .0
E le v .1
O ff s e t .0
E le v .1
O ff s e t .0
E le v .8
O ff s e t .3
E le v .2
O ff s e t -7
.6
E le v .2
O ff s e t -7
.5
E L E
V A
T
IO
N F
T
0 20 40 60 80 100-20-40-60-80-100
131+00
E le v .2
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .9
O ff s e t .0
E le v .3
O ff s e t .4
E le v .1
O ff s e t -7
.9
E le v .0
O ff s e t -7
.9
E le v .7
O ff s e t -9
.4
E L E
V A
T
IO
N F
T
0 20 40 60 80 100-20-40-60-80-100
131+50
E le v .0
O ff s e t .0
E le v .7
O ff s e t .0
E le v .6
O ff s e t .0
E le v .6
O ff s e t .0
E le v .6
O ff s e t .0
E le v .3
O ff s e t .0
E le v .4
O ff s e t -7
.0
E le v .0
O ff s e t -8
.6
E le v .4
O ff s e t -9
.5
E L E
V A
T
IO
N F
T
0 20 40 60 80 100-20-40-60-80-100
132+00
E le v .7
O ff s e t .0
E le v .4
O ff s e t .0
E le v .3
O ff s e t .0
E le v .3
O ff s e t .0
E le v .3
O ff s e t .0
E le v .1
O ff s e t .2
E le v .2
O ff s e t -7
.6
E le v .5
O ff s e t -8
.0
E le v .5
O ff s e t -8
.2
E le v .0
O ff s e t -9
.0
E le v .9
O ff s e t -5
.2
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
20'010'20'
HORIZONTAL SCALE: 1" = 20'-0"
10' 5' 0
VERTICAL SCALE: 1" = 10'-0"
10'
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
E S
S A
Y O
N S R
O A
D
W F -1
-B -0
F C
B
IC
G
O .d g n
O P
T
IO
N
C R
O S
S S
E C
T
IO
N S S
H E
E T
O
F
CG841O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
4 4
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
E L E
V A
T
IO
N F
T
0 20 40 60 80 100 120-20-40-60-80
134+00
E L E
V A
T
IO
N F
T
0 20 40 60 80 100 120-20-40-60-80
134+50
E le v .4
O ff s e t .0
E le v .1
O ff s e t .0
E le v .0
O ff s e t .0
E le v .0
O ff s e t .0
E le v .0
O ff s e t .0
E le v .8
O ff s e t .4
E le v .9
O ff s e t -2
.7
E le v .2
O ff s e t -5
.4
E le v .5
O ff s e t -5
.6
E le v .4
O ff s e t .0
E le v .3
O ff s e t .0
E le v .3
O ff s e t .0
E le v .3
O ff s e t .0
E le v .0
O ff s e t .0
E le v .1
O ff s e t -2
.0
E le v .5
O ff s e t -4
.9
E le v .8
O ff s e t -5
.0
E le v .7
O ff s e t .0
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
20'010'20'
HORIZONTAL SCALE: 1" = 20'-0"
10' 5' 0
VERTICAL SCALE: 1" = 10'-0"
10'
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
E S
S A
Y O
N S R
O A
D
W F -1
-B -0
F C
B
IC
G
O .d g n
O P
T
IO
N
C R
O S
S S
E C
T
IO
N S S
H E
E T
O
F
CG842O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
HH
INV. = 5745.42
12" CMP
ELEC.
BOX
INV. = 5744.90
INV. = 5745.48
INV. = 5746.03
4"
PVC
BOLLARDS (5)
BOLLARDS (5)
BOLLARDS (5)
WOODEN
OUTHOUSE
WITH CONCRETE WALL
CANVAS HOOP BUILDING
METAL
GUARD SHACK
METAL
GUARD SHACK
(WOOD)
BUILDING
STOP
CAUTION
ONE WAY
STOP
CAUTION
MERGE RIGHT
P
WOOD FENCE
WOOD FENCE
W O
N C
E
6' CHAIN LINK
6' CHAIN LINK
4' BARBED WIRE
4' BARBED WIRE
4' BARBED WIRE
B A
R B
E
AS
PHALT
CONCRETE
CONCRETE
CONCRETE
GRAVEL
A S
P H
A L T
WILDERNESS ROAD (GRAVEL)
NATURAL SURFACE TANK TRAIL
RW 12
N: 1305005.59
E: 3218163.57
ELEV. = 5747.33
5/8" REBAR & 3.5"
ALUMINUM CAP
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.8
P T
.9
P
C
.8
P
T
.0
P
C
.5
P I
.4
P I
CIP
57445745
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
LEGEND
SEE DETAIL SHEET CE851
ROCK CHECK DAM
CIP
SEE DETAIL SHEET CE851
CULVERT INLET PROTECTION
SEE DETAIL SHEET CE851
EROSION CONTROL BLANKET
SEE DETAIL SHEET CE851
RIPRAP
AND LEFT IN PLACE FOLLOWING PROJECT COMPLETION.
MEASURES, AND SHALL BE MAINTAINED DURING CONSTRUCTION
DAMS ARE PERMANENT EROSION AND SEDIMENT EROSION CONTROL
4. ROCK RIPRAP TRENCHES, PREFORMED SCOUR HOLES, AND CHECK
BY THE NPDES PERMIT.
IN ORDER TO PROTECT RECEIVING DRAINAGEWAYS, AS REQUIRED
MEASURES THAT ARE NECESSARY DURING CONSTRUCTION PHASES
MAINTAIN ANY TEMPORARY EROSION AND SEDIMENT CONTROL
SEDIMENT CONTROL PLAN. CONTRACTOR SHALL DESIGN AND
3. SEDIMENT CONTROL DEVICES SHOWN REFLECT AN OVERALL
CONSTRUCTION AND POSTED AT THE CONSTRUCTION SITE.
PREVENTION PLAN (SWPPP) THAT SHALL BE APPROVED BEFORE
2. CONTRACTOR SHALL DEVELOP A STORM WATER POLLUTION
AS NOTED IN SECTION 32 92 19 OF THE SPECIFICATIONS.
1. CONTRACTOR SHALL TOPSOIL AND SEED ALL DISTURBED AREAS
GENERAL NOTES:
F C
B
IC
E
O .d g n
W F -1
-B -0
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
O P
T
IO
N
E R
O S
IO
N C
O N
T R
O L P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CE816O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/1
RESTRICTED
AREA
GATE 19
STOP/
ESSAYONS ROAD/
CHARTER OAK RANCH ROAD
WARNING
FIRE BREAK
OFF LIMITS
ENTRY
SIGN
6' CHAIN LINK
6' CHAIN LINK 6' CHAIN LINK
4' BARBED WIRE
4' BARBED W
IRE
B A
R B
E
B A
R B
E
B A
R B
E
B A
R B
E
4'
B
AR
E
4' BARBED WIRE 4' BARBED WIRE
4' BARBED WIRE
C H
A R
T
N
A D
A S P
H A L T
CHARTER OAK RANCH ROAD (ASPHALT)
DIRT PATH DIRT PATH
ROUTE 1 (GRAVEL)
NATURAL SURFACE TANK TRAIL
G R
A V
O U
L D
E R
G R
A V
O U
L D
E R
GRAVEL SHOULDER
GRAVEL SHOULDER
57405740
CAUTION
CAUTION
DANGER
WEAPONS FIRING
DO NOT ENTER
WILDERNESS ROAD
CLOSED
CAUTION
20 M.P.H.
TRUCKS USE
CENTER LANE
CAUTION
6' CHAIN LINK
G A T E
NATURAL SURFACE TANK TRAIL
NATURAL SURFACE TANK TRAIL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
813 814 815 816 817
KEY PLAN SCALE: 1" = 1000'
SCALE: 1" = 40' - 0"
80'20'0 40'
N
N
.0
P T
.8
P O
E
.2
P I 5741
F
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
R O
T A
R Y W
IN
G T
A X
IW
A Y
F O
R T C
A R
S O
N
C O
L O
R A
LEGEND
SEE DETAIL SHEET CE851
ROCK CHECK DAM
CIP
SEE DETAIL SHEET CE851
CULVERT INLET PROTECTION
SEE DETAIL SHEET CE851
EROSION CONTROL BLANKET
SEE DETAIL SHEET CE851
RIPRAP
AND LEFT IN PLACE FOLLOWING PROJECT COMPLETION.
MEASURES, AND SHALL BE MAINTAINED DURING CONSTRUCTION
DAMS ARE PERMANENT EROSION AND SEDIMENT EROSION CONTROL
4. ROCK RIPRAP TRENCHES, PREFORMED SCOUR HOLES, AND CHECK
BY THE NPDES PERMIT.
IN ORDER TO PROTECT RECEIVING DRAINAGEWAYS, AS REQUIRED
MEASURES THAT ARE NECESSARY DURING CONSTRUCTION PHASES
MAINTAIN ANY TEMPORARY EROSION AND SEDIMENT CONTROL
SEDIMENT CONTROL PLAN. CONTRACTOR SHALL DESIGN AND
3. SEDIMENT CONTROL DEVICES SHOWN REFLECT AN OVERALL
CONSTRUCTION AND POSTED AT THE CONSTRUCTION SITE.
PREVENTION PLAN (SWPPP) THAT SHALL BE APPROVED BEFORE
2. CONTRACTOR SHALL DEVELOP A STORM WATER POLLUTION
AS NOTED IN SECTION 32 92 19 OF THE SPECIFICATIONS.
1. CONTRACTOR SHALL TOPSOIL AND SEED ALL DISTURBED AREAS
GENERAL NOTES:
F C
B
IC
E
O .d g n
W F -1
-B -0
A N
S I
D
C
IV
IL
S
E C
T
IO
N
/1
/2
A P
F
A P
F
W C
D
O P
T
IO
N
E R
O S
IO
N C
O N
T R
O L P
L A
N A
R E
A
E S
S A
Y O
N S R
O A
D
CE817O
A M G
E N
E R
A L R
E V
IS
IO
N S
W C
D /1
| Standard_Form_30 |
| Am_0004_Narrative |
| Drawings (Reissued) |
| Sheet CD817O - ESSAYONS ROAD - DEMOLITION PLAN - AREA 817 - OPTION |
| Sheet CS816O - ESSAYONS ROAD - SITE PLAN - AREA 815 - OPTION |
| Sheet CS817O - ESSAYONS ROAD - SITE PLAN - AREA 817 - OPTION |
| Sheet CT816O - ESSAYONS ROAD - PAVEMENT MARKINGS/TRAFFIC SIGNING - AREA 816 - OPTION |
| Sheet CT817O - ESSAYONS ROAD - PAVEMENT MARKINGS/TRAFFIC SIGNING - AREA 817 - OPTION |
| Sheet CG800O - ESSAYONS ROAD - OVERALL GRADING PLAN - OPTION |
| Sheet CG816O - ESSAYONS ROAD - GRADING PLAN - AREA 816 - OPTION |
| Sheet CG817O - ESSAYONS ROAD - GRADING PLAN - AREA 817 - OPTION |
| Sheet CG822O - ESSAYONS ROAD - PROFILE VIEW - SHEET 2 OF 2 - OPTION |
| Sheet CG841O - ESSAYONS ROAD - CROSS SECTIONS - SHEET 11 OF 12 - OPTION |
| Sheet CG842O - ESSAYONS ROAD - CROSS SECTIONS - SHEET 12 OF 12 - OPTION |
| Sheet CE816O - ESSAYONS ROAD - EROSION CONTROL PLAN - AREA 816 - OPTION |
| Sheet CE817O - ESSAYONS ROAD - EROSION CONTROL PLAN - AREA 817 - OPTION |
File details come from the government source that posted it. Updated .