A22_16-T-0027_LrgScale_drawings.pdf
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- Devils Lake Trench Drain Federal contract opportunity
- Solicitation number
- W912ES-16-T-0027
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| A22_16-T-0027_Devils_Lake_Trench_Amendment_0002.pdf | ||
| A22_16-T-0027_Amendment.pdf | ||
| A10_16-T-0027_Dvls_Lke_Drnge_Specs _Boring_Logs _ _Plans.pdf | ||
| A22_16-T-0027_Dvls_Lke_1442.pdf |
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W912ES-16-T-0027Solicitation:
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
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Contract:
/0
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DEVILS LAKE SUB RIVER BASIN
DEVILS LAKE CITY EMBANKMENTS
DEVILS LAKE, NORTH DAKOTA
W E
S -1
-T -0
DLCE TRENCH DRAINS
D L
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JANUARY 2016
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ID
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CURVE NO. 6
NO. 4
CURVE
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CURVE NO. 1
CUVRE NO. 7
CURVE NO. 10
14551455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455145514551455145514551455145514551455145514551455145514551455
14601460146014601460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460
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US Army Corps a u t o t im e
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MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAUL
MINNEAPOLIS
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
GRAND RAPIDS
ST.CLOUD
MICHIGAN
LAGOONS
SEWAGE
DEVILS LAKE
CREEL BAY OF
STATE H
IGHWAY 19
DEVILS LAKE
CITY OF
C O
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T Y R
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STROMME RD
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DEVILS
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RAILRO
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VICINITY MAP
LOCATION MAP
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
LEGEND
LOCATION
PROJECT
SECTIONS 5 AND 8, T153N, R64W, CREEL TOWNSHIP, 5TH P.M.
/2
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SCALE:1"=2000'
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SEE SHEET G-003
SEE SHEET G-008
NOT TO SCALE
COE DL-AI
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DEVIL'S
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R E
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T H
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R T
H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
LEECH
LAKE
MILLE
LACS
LAKEM
IS
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IS
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SHEYENNE R.
FORKS
GRAND
DARLING
LAKE
ASHTABULA
LAKE
CITY
VALLEY
2 13456
7 8 9 10 11 12
131415161718
252627282930
31 32 33
F D -3
F D -4
F D -8
F D -7
F D -6
F D -5
EXISTING EMBANKMENT
SEE SHEET CS101
TRENCH DRAIN
EMBANKMENT TOE
EXISTING
SEE SHEET CS601
LIMITS OF WORK
ACCESS ROAD
HIGHWAY 2
EXISTING
ACCESS GATE
EXISTING
SITE ACCESS
EXISTING SWALE FD4
100T
101T
102T
104T
105T
106T
107T
108T
109T
110T
116T
117T
118T
119T
120T
121T
122T
123T
124T
125T
126T
127T
128T
129T
130T
131T
132T
133T
134T
135T
136T
137T
138T
103T
115T
111T
112T
114T
113T
L C
E T
D
G -0 x x x .d g n
/2
/2
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GENERAL NOTES:
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
P.I. POINT
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
97-41M
AND NUMBER
BORING LOCATION
CONTROL POINT
D D
/0
/1
W E
S -1
-T -0
ELEVATIONELEV
EQ
CL CLASS
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
EX
EQUAL
EXISTING
OD OUTSIDE DIAMETER
CO CONTRACTING OFFICER
AVOID DAMAGE TO THESE UTILITIES.
THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
SURVEY (2013).
PHOTOGRAMMETRIC MAPPING (2001) AND TOPOGRAPHIC
5. ORIGINAL DATA GROUND SURFACE DATA FROM AERIAL
COORDINATE SYSTEM, NORTH ZONE.
4. HORIZONTAL DATUM: NORTH DAKOTA STATE PLANE
3. VERTICAL DATUM: NAVD88.
2. ORIGINAL DATA COMPILED: NAD 83 US FOOT.
OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
FILL
CUT
AND NUMBER
DWG OUTLINE
SHEET ID X-000
LIMITS OF WORK
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
G-001
G-002
G-003
D L
C E T
R E
N C
H D
R A
IN
S
T O
M S
U L L
Y
A N
D L
E G
E N
D
CS101
CS501
COVER SHEET
DETAILS AND CROSS SECTION TRENCH DRAIN
VICINITY AND LOCATION MAP
DEVILS LAKE
CS601
LIMITS OF WORK, INDEX AND LEGEND
LIMITS OF WORK DATA TABLES
L
IM
IT
S O
F W
O R
K
IN
D E
X
DLCETD_G-002xxx.DGN
DLCETD_G-001xxx.DGN
DLCETD_G-003xxx.DGN
DLCETD_CS101xxx.DGN
DLCETD_CS501xxx.DGN
DLCETD_CS601xxx.DGN
LIMITS OF WORK
PLAN
SCALE: 1''= 80'-0"
0 80'80' 40' N
HIGHW
AY 2
E L E
V A
T
IO
N D
A T
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E D F
A C
T O
R
C F
G E
PLAN TRENCH DRAIN TO EXISTING SWALE FD4
O
L
IC
IT
A T
IO
N N
O
F
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A M
E
D W
N B
Y
C K
D B
Y
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D B
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D B
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C A
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P L
O T D
A T
E
D A
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M A
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®of Engineers
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US Army Corps
F
-3
F D
-4
F D -8
F D -7
F D -6
F D
-5
CLEANOUT
END OF LINE
CLEANOUT
END OF LINE
CONCRETE HEADWALL
PRECAST
Y=399078.13
X=2379229.39
INV. 1443.5
TRENCH DRAIN
Y=399099.47
X=2379250.48
INV. 1443.5
TRENCH DRAIN
Y=399437.00
X=2378886.05
INV. 1441.7
TRENCH DRAIN
Y=399414.24
X=2378865.75
INV. 1442.0
TRENCH DRAIN
INV. 1442.82
TRENCH DRAIN
Y=399236.36
X=2379069.21
TWO-WAY CLEANOUT
INV. 1442.82
TRENCH DRAIN
Y=399258.33
X=2379089.66
TWO-WAY CLEANOUT
DISCHARGE PIPE
6" PVC
EXISTING FENCE
ELEVATION 1468.60
CONSTRUCTION GRADE
EXISTING TOP OF EMBANKMENT
SWALE FD4
EXISTING
TRENCH DRAIN
BOTTOM OF
APPROXIMATE
CLEANOUT
END OF LINE
CLEANOUT
END OF LINE
CLEANOUT
TWO-WAY
TRENCH
SOCK, CENTERED IN
DRAINTILE IN GEOTEXTILE
6" PERFORATED HDPE
EXISTING GROUND
(PROTECT IN PLACE)
EMBANKMENT TOE
EXISTING
(PROTECT IN PLACE)
EMBANKMENT TOE
EXISTING
CLEANOUT
END OF LINE
/2
/2
D E
V
IL
S L
A K
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IT
Y E
M B
A N
K M
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S L
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A
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IV
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A S
IN
S T P
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IN
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P S O
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IN
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R S
A N
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-T -0
T O
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U L L
Y
/0
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R C
M
R C
M
G C
W
P L
A N
CS101
D L
C E
T D
C
S x x x .d g n
D
N D S
P C
S
N O
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H Z
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N A
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V A
T
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N D
A T
U M
V E
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IC
A L C
O N
T R
O L
C O
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D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
E le v
.1
E le v
.7
Elev 1446.71
E le v
.7
E le v
.8
1480 1480
GRADE = .30%
GRADE = .30%
GRADE = .30%
GRADE = .46%
EXISTING EMBANKMENT
EXISTING EMBANKMENT
DEVILS LAKE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
Y .1
X .7
F D
-3
Y .2
X
.3
F
D
-5
Y .2
X .5
F D
-4
Y=399158.80 X=2379277.99
FD4-6
Y .7
X
.0
F
D
-7
M
IN
14-428M
14-427M
14-426M 14-425M
14-429M
NOTES:
LOG DESCRIPTIONS AND LOCATIONS.
LOCATIONS. SEE SPECIFICATIONS FOR BORING
2. BORINGS SHOWN ON PLAN ARE APPROXIMATE
BORING 14-426M, PROTECT IN PLACE.
1. EXISTING PIEZOMETERS ARE LOCATED AT
D L
C E T
R E
N C
H D
R A
IN
S
100'25'0 50'
T
D
R A
IN
G R
A D
E
T O D
R A
IN
G R
A D
E
SWALE FD4
EXISTING
SWALE FD4
EXISTING
TRENCH DRAINS
PLAN
TRENCH DRAINS
PROFILE
CS501
A
T R
E N
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3'-8"
" 4
DISCHARGE PIPE
6" PVC
EXISTING GROUND
OF EMBANKMENT
EXISTING TOE
SWALE FD4
EXISTING
HEADWALL
CONCRETE
PRECAST
INV. 1441.7INV. 1441.5
CLEANOUT
END OF LINE
INV. 1442.0
3/4" CHAMFER, TYP.
WITH BOOT
6" PVC PIPE
1"
3"
7"
1'-2"
1 1/2
8"
RODENT SCREEN DETAIL
SLOT IN HEADWALL FOR
V A
R
IE
S
1'-0"
BACKFILL MATERIAL
TRENCH DRAIN
BACKFILL WITH
SOCK, CENTERED IN TRENCH
DRAINTILE IN GEOTEXTILE
6" PERFORATED HDPE
AND SEED
4" TOPSOIL
TOP SECTION WITH LID
10" GATE VALVE
1' 1'
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EXISTING GROUND
FINISHED GRADE
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L B
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END DRAIN CONNECTION
6" PVC PIPE
FINISHED GRADE
SECTION WITH LID, TYP.
10" GATE VALVE TOP
6" PVC PIPE, TYP.
CONNECTION, TYP.
MID DRAIN
°4
CLEANOUTS
END OF LINE
TRENCH DRAIN
S O
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US Army Corps of Engineers
US Army Corps
/2
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CS501
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IDNOT TO SCALE
NOTES:
TRENCH DRAIN
DETAIL
E L E
V A
T
IO
N
E L E
V A
T
IO
N
1470 1470
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170 10
SECTION
6" PVC DISCHARGE PIPE
A
CS101
GRADE = .102%
EXISTING EMBANKMENT
PRECAST CONCRETE HEADWALL
DETAIL
NOT TO SCALE NOT TO SCALE
1V:4 H
RODENT SCREEN
DETAIL
BEND AND A SNUG FIT IN THE SLOT IN HEADWALL.
2. DIMENSIONS ARE APPROXIMATE TO ALLOW FOR
FABRICATION.
16 GA METAL AND SHALL BE HOT DIP AFTER
APPROXIMATELY 0.25 SQUARE INCH. THE SCREEN SHALL BE
FLATTENED EXPANDED METAL WITH SCREEN OPENINGS OF
1. RODENT SCREEN DETAIL SHALL BE FABRICATED FROM
NOTES:
D E
T A
IL
S A
N D C
R O
S S S
E C
T
IO
N
TWO WAY CLEANOUT
DETAIL
T R
E N
C H D
R A
IN
NOT TO SCALE
END OF LINE CLEANOUT
DETAIL
DETAIL
NOT TO SCALE
NOT TO SCALE
W E
S -1
-T -0
D L
C E T
R E
N C
H D
R A
IN
S
BORINGS SHOWN ON CS101. SEE BORING LOGS IN THE SPECIFICATIONS FOR MORE DETAILS.
2. GROUND WATER LEVEL WAS ABOVE THE GROUND SURFACE AT THE TIME OF THE
1. EXISTING GROUND FROM DEVILS LAKE CITY EMBANKMENTS, PHASE 2B ASBUILTS.
PVC DISCHARGE PIPE TRENCH
L
IC
IT
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IO
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F
IL
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®of Engineers
US Army Corps of Engineers
US Army Corps
/2
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D L
C E T
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N C
H D
R A
IN
| DLCETD_G-001xxx |
| DLCETD_G-002xxx |
| DLCETD_G-003xxx |
| DLCETD_CS101xxx |
| DLCETD_CS501xxx |
| DLCETD_CS601xxx |
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