A04_-_Drawings.pdf
PDF 12 MB Posted
- Attached to
- Long Lake Dike "A" Rehab at Long Lake NWR
- Solicitation number
- 140F0122R0078
About this file
This document outlines a federal contract opportunity for rehabilitation work on Dike "A" at Long Lake National Wildlife Refuge. The solicitation number is 140F0122R0078 and is seeking rehabilitation of approximately 1,900 linear feet of dike. Specifically, the work includes site clearing, dike rehabilitation, installation of riprap and geotextile along the lakeside slope, and reseeding of the dike crest with a designated seed mixture. The contracting agency is the Department of the Interior Fish and Wildlife Service.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sol_140F0122R0078_Amd_0001.pdf | ||
| B03_-_DOL_Wage_Determination.pdf | ||
| A04_-_Bid_Schedule.pdf | ||
| Sol_140F0122R0078.pdf | ||
| A04_-_Specifications.pdf | ||
| PP_Questionaire.doc | DOC document | |
| A04_-_Submittals.pdf |
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Text version
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
REGION 6 ENGINEERING - DENVER, COLORADO
DESIGNED:
DATE:
DRAWN:
DRAWING NO. SHEET 1 OF
CHECKED:
VICINITY MAP
NO SCALE
OR
RI
ME
RT
PA
DE
F O
NT
TE
IN
E
TH
FISH AND WILDLIFE
SERVICE
U.S.
SERVICE
FISH AND WILDLIFE
TH
ME
RT
PA
DE
NT
F O
OR
RI
TE
IN
E
U.S.
APPROVAL SIGNATURES
ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
ADJUSTED ACCORDINGLY.
NOTE TO BIDDERS:
REGIONAL ENGINEER
ASS'T. REGIONAL DIR.
DATE
PROGRAM SUPERVISOR
FACILITIES
SAFETY/IND HYGIENIST
CULTURAL RESOURCES
DATE
DATE
DATE
DATE
DATE
LONG LAKE
NATIONAL WILDLIFE REFUGE
BURLEIGH & KIDDER COUNTIES NORTH DAKOTA
LONG LAKE NATIONAL WILDLIFE REFUGE - REHABILITATE "A" DIKE
COVER SHEET AND LOCATION MAPS
JTC SAA TSS
6/8/2022 G1 18
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
LONG LAKE NATIONAL
WILDLIFE REFUGE
STATE MAP
(N.T.S.)
BISMARK
FARGODICKINSON
LOCATION MAP
DIKE "A"
R:
\1
0\
\1
2.
_L on g La ke \1
2.
.0
1_ Lo ng _L ak e_
Di ke
_A _T itl e_
II
\0
5_ Dr aw in gs \I
FR
\S he et
Fi le s\
-0
-0 8-
2:
pm s co tta
X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
Scale in Miles 0 1
2 1 2 3
LONG LAKE NATIONAL
WILDLIFE REFUGE
BISMARK
MOFFIT
MOFFIT
LONG LAKE NATIONAL
WILDLIFE REFUGE
DIKE "A"
LONG LAKE
DRAWING INDEX ON SHEET 2
REFUGE
HEADQUARTERS
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
PROFESS IONAL
DATE 6-8-226/8/22
AutoCAD SHX Text
U.S. FISH & WILDLIFE SERVICE
S2
INDICATES CROSS SECTION LOCATION. "A"
REFERS TO CROSS SECTION DESIGNATION. THE
NUMBER "S2" REFERS TO THE SHEET NUMBER
WHERE THE SECTION IS SHOWN.
INDICATES DETAIL LOCATION. THE NUMBER 6
REFERS TO THE DETAIL DESIGNATION. THE
NUMBER S2 REFERS TO THE SHEET NUMBER
WHERE THE DETAIL IS SHOWN.
CENTERLINE
MAJOR 5 FT CONTOUR INTERVAL
WITH ELEVATION IN FEET
MINOR 1 FT CONTOUR INTERVAL
NATURAL GROUND
EMBANKMENT FILL
RIPRAP
RIPRAP BEDDING
NORTH ARROW
CONTROL
POINT/MONUMENT
BEDROCK
CUT SLOPE
FILL SLOPE
FILTER FABRIC
LEGEND
PROPERTY BOUNDARY
APPROX. WATER OR WETLANDS LIMITS
A.B. = ANCHOR BOLT
ACB = ARTICULATED CONCRETE BLOCKS
ADDL = ADDITIONAL
APPROX. = APPROXIMATELY
B.O.H. = BOTTOM OF HOLE
BF = BOTTOM FACE
BL = BOTTOM LAYER
BM = BENCHMARK
BR = BOTTOM ROW
BTWN = BETWEEN
CFS = CUBIC FEET PER SECOND
CI = CAST IRON
CJ = CONSTRUCTION JOINT
CLR. = CLEAR
CMP = CORRUGATED METAL PIPE
CMU = CONCRETE MASONRY UNIT
CONC. = CONCRETE
CP = CONTROL POINT
CRJ = CONTROL JOINT
CTJ = CONTRACTION JOINT
CTR. = CENTER OR CENTERS
℄ = CENTERLINE
D = NORMAL DIAMETER OF
DI = DUCTILE IRON
DIPS = DUCTILE IRON PIPE SIZE
DR = DIMENSION RATIO
D/S = DOWNSTREAM
db = NOMINAL DIAMETER
DIA. = DIAMETER
DEMO = DEMOLISH
DET. = DETAIL
DIAG. = DIAGONAL
DWG. = DRAWING
DWL. = DOWEL
E. = EASTING
EA. = EACH
EC = EACH CORNER LENGTHS OF BARS
EF = EACH FACE
EJ = EXPANSION JOINT
EL = ELEVATION (IN FEET)
ELL = HDPE ELBOW
EMBED = EMBEDDED/EMBEDMENT
EQ. SPC. = EQUALLY SPACED OR EQUAL
SPACES
ER = EACH ROW
ES = EACH SIDE
EW = EACH WAY
EXIST. = EXISTING
F.G. = FINAL GRADE
FF = FAR FACE
FLG = FLANGE
FR = FAR ROW
FS = FAR SIDE REINFORCING BAR
EL. = FOOTING
GA = GAUGE
GALV. = GALVANIZED
GR. = GRADE
GRP = GLASSFIBER REINFORCED PLASTICS
H = HORIZONTAL
HDPE = HIGH DENSITY POLYETHYLENE
H.R. = HAND RAIL
HK. = HOOK
HSS = HOLLOW STRUCTURAL SECTION
I.D. = INSIDE DIAMETER
IF = INSIDE FACE
INV. = INVERT
IR = INSIDE ROW
Ld = DEVELOPMENT LENGTH
LCD = LEFT CHIMNEY DRAIN
LLNWR = LONG LAKE NATIONAL WILDLIFE
REFUGE
LLV = LONG LEG VERTICAL
LOD = LEFT OUTLET DRAIN
LTD = LEFT TOE DRAIN
MAX. = MAXIMUM
MFR. = MANUFACTURER
MIN. = MINIMUM
MJ = MECHANICAL JOINT
ML = MIDDLE LAYER
MP = MONITORING POINT
MR = MIDDLE ROW
N. = NORTHING OR NORTH
NO. = NUMBER
NAVD = NORTH AMERICAN VERTICAL DATUM
NGVD = NATIONAL GEODETIC VERTICAL
DATUM
NHWL = NORMAL HIGH WATER LINE
N.T.S. = NOT TO SCALE
NF = NEAR FACE
NR = NEAR ROW EQ.
NS = NEAR SIDE
O.C. = ON CENTER
O.D. = OUTSIDE DIAMETER
O.H.P. = OVER HEAD POWER
OF = OUTSIDE FACE
OPP = OPPOSITE
OR = OUTSIDE ROW
PC = POINT OF CURVATURE
P.D. = PLAIN DOWELS
P.I. = POINT OF INTERSECTION
P.R.C. = POINT OF REVERSE CURVATURE
PT = POINT OF TANGENCY
PE = PLAIN END
⅊ = PLATE
PLCS = PLACES
PROJ = PROJECTION
PVC = POLY VINYL CHLORIDE
R = RADIUS
RCD = RIGHT CHIMNEY DRAIN
REQD = REQUIRED
REINF. = REINFORCEMENT
ROD = RIGHT OUTLET DRAIN
RSP = RIVETED STEEL PIPE
RTD = RIGHT TOE DRAIN
S = SLOPE
SCH. = SCHEDULE
SDR = STANDARD DIMENSION RATIO
SECT. = SECTION
SIM. = SIMILAR
SPC. = SPACE OR SPACES
SPY. = SPILLWAY
SQ. = SQUARE
SS = STAINLESS STEEL
STA. = STATION
STD = STANDARD
STL. = STEEL
SYM. = SYMMETRICAL
T.&B. = TOP AND BOTTOM
T.O. = TOP OF
T.O.W. = TOP OF WALL
TF = TOP FACE
THK = THICK
THRD = THREADED
TL = TOP LAYER
TR = TOP ROW OF REINFORCING BAR
TYP. = TYPICAL
U.N.O. = UNLESS NOTED OTHERWISE
U/S = UPSTREAM
UV = UNIFORMLY VARYING
V = VERTICAL
VCP = VITRIFIED CLAY PIPE
W = WIDE FLANGE STRUCTURAL BEAM
W/ = WITH
W/O = WITHOUT
WP = WORK POINT
W.S. = WATER SURFACE
W.S.A. = WATER STOP TYPE A
WSP = WELDED STEEL PIPE
WTP = WATER TREATMENT PLANT
ABBREVIATIONS
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 2 18
DRAWING INDEX, ABBREVIATIONS, AND LEGEND G2
G2R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
DRAWING INDEX
SHEET NO. DRAWING NO. DRAWING TITLE
Construction Drawings: General
1 G1 COVER SHEET AND LOCATION MAPS
2 G2 DRAWING INDEX, ABBREVIATIONS, AND LEGEND
3 G3 SITE ACCESS AND BORROW AREA
4 G4 PLAN OF EXISTING CONDITIONS - OVERVIEW
5 G5 PLAN OF EXISTING CONDITIONS - STA. 0+00 TO 6+50
6 G6 PLAN OF EXISTING CONDITIONS - STA. 6+50 TO 15+00
7 G7 PLAN OF EXISTING CONDITIONS - STA. 15+00 TO END
Construction Drawings: Civil
8 C1 PLAN OF MODIFICATIONS - OVERVIEW
9 C2 PLAN OF MODIFICATIONS - 0+00 TO 6+50
10 C3 PLAN OF MODIFICATIONS - 6+50 TO 15+00
11 C4 PLAN OF MODIFICATIONS - 15+00 TO END
12 C5 TYPICAL DETAILS
13 C6 CROSS SECTIONS - 3+00 TO 5+50
14 C7 CROSS SECTIONS - 6+00 TO 8+50
15 C8 CROSS SECTIONS - 9+00 TO 11+50
16 C9 CROSS SECTIONS - 12+00 TO 14+50
17 C10 CROSS SECTIONS - 15+00 TO 17+50
18 C11 CROSS SECTIONS - 18+00 TO 20+00
A S2
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
PROFESS IONAL
DATE 6-8-226/8/22
R:
\1
0\
\1
2.
_L on g La ke \1
2.
.0
1_ Lo ng _L ak e_
Di ke
_A _T itl e_
II
\0
5_ Dr aw in gs \I
FR
\S he et
Fi le s\
-0
-0 8-
2:
pm s co tta
X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
Scale in FeetScale in Feet 0 400 800 1600 2400
MOFFIT
DIKE "A"
LONG LAKE
REFUGE
HEADQUARTERS
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 3 18
SITE ACCESS AND BORROW AREA G3
G3
102ND AVE SE
7T
H
ST
S E
0T
H
ST
S E
3R
D
ST
S E
HAUL ROUTE
HA
UL
R
OU
TE
128TH AVE SE
BORROW
AREA
REFUGE
HEADQUARTERS
BORROW
AREA
TO
BISMARCK
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
GPS1
GPS2
CP10
CP11
0+00
5+
+0
+0
20+00 20+34
17201720
CONTROL POINTS
Point
CP10
CP11
GPS1
GPS2
Northing
374007.35
374051.58
374000.02
373964.04
Easting
2024489.74
2022410.17
2022447.14
2024302.41
Elevation
1722.11
1727.62
1725.17
1723.87
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 4 18
PLAN OF EXISTING CONDITIONS - OVERVIEW G4
G4
0 50 100 200 300 Scale in Feet
R:
\1
0\
\1
2.
_L on g La ke \1
2.
.0
1_ Lo ng _L ak e_
Di ke
_A _T itl e_
II
\0
5_ Dr aw in gs \I
FR
\S he et
Fi le s\
-0
-0 8-
2:
pm s co tta
X
RE
FS
: A er ia l;
TS
S_ st am p_
ND
T
SS
_s ig ; L on g_
La ke
_2 _t ra ns pa re nt _m os ai c_ gr ou p1
DIKE CREST
EL. 1,721.33±
102ND AVE SE
NOTES:
1. PROJECT HORIZONTAL CONTROL REFERENCES NORTH DAKOTA STATE PLANE
SOUTH ZONE (3302), NAD1983, WITH UNITS OF U.S. SURVEY FEET.
2. PROJECT VERTICAL CONTROL REFERENCES NAVD 1988, GEOID 18.
3. LAKE LEVEL SHOWN REFLECT AVERAGE WATER SURFACE ELEVATION 1716.7
AND MAY VARY.
G5 G6 G7
US
FW
S
BR
UC
E
E.
B
AI
LE
Y
BU
RN
S A.
B
AI
LE
Y
USFWS
LLNWR
TO REFUGE
HEADQUARTERS
BRIDGE
BOX CULVERT
LONG LAKE
LONG LAKE
POND
BRUCE E. BAILEY & BURNS A. BAILEY
LLNWR
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
GPS1
CP11
0+00
1+
2+
3+
4+
5+
6+
0 10 30 60 90 Scale in Feet
DIKE CREST
EL. 1,721.33±
102ND AVE SE
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 5 18
PLAN OF EXISTING CONDITIONS - STA. 0+00 TO 6+50 G5
G5R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: A er ia l;
TS
S_ st am p_
ND
T
SS
_s ig
; L on g_ La ke _2
_t ra ns pa re nt
_m os ai c_ gr ou p1
USFWS
LLNWR
LONG LAKE
POND
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
0 10 30 60 90 Scale in Feet
DIKE CREST
EL. 1,721.33±
102ND AVE SE
BRIDGE
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 6 18
PLAN OF EXISTING CONDITIONS - STA. 6+50 TO 15+00 G6
G6R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: A er ia l;
TS
S_ st am p_
ND
T
SS
_s ig
; L on g_ La ke _2
_t ra ns pa re nt
_m os ai c_ gr ou p1
USFWS
LLNWR
US
FW
S
BR
UC
E
E.
B
AI
LE
Y
BU
RN
S A.
B
AI
LE
Y
BRUCE E. BAILEY & BURNS A. BAILEY
LLNWR
LONG LAKE
POND
LONG LAKE
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
GPS2
CP10
17171718
171717181719 17211722
172317231723
+0
+0
+0
+0
18+00
19+00
20+00
20+34
0 10 30 60 90 Scale in Feet
DIKE CREST
EL. 1,721.33±
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 7 18
PLAN OF EXISTING CONDITIONS - STA. 15+00 TO END G7
G7R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: A er ia l;
TS
S_ st am p_
ND
T
SS
_s ig
; L on g_ La ke _2
_t ra ns pa re nt
_m os ai c_ gr ou p1
102ND AVE SE
BRUCE E. BAILEY & BURNS A. BAILEY
LLNWR
TO REFUGE
HEADQUARTERS
LONG LAKE
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
BRIDGE
BOX CULVERT
GPS1
GPS2
CP10
CP11
0+00
5+
+0
+0
20+00 20+34
PC: 0+01.39
N: 373968.96
E: 2022477.39
PT
: 2
+7 0.
N
: 3
7.
E:
.7
PC
: 1
6+
.3
N : 3
6.
E:
.1
8PT: 17+61.68
N: 373818.46
E: 2024186.01
EP: 20+33.84
N: 373942.27
E: 2024428.38
L=268.953
Δ=58.1505R=265.000
L=100.296Δ=28.7328
R=200.000
SSA1
SSA2
SSA3
SSA4
DL1
DL2
DL3
DL4
D L5
DL6
DL7
DL8
DL9
DL10
DL11
STAGING AND STOCKPILE
Point #
SSA1
SSA2
SSA3
SSA4
Northing
373969.71
373968.51
373838.68
373742.10
Easting
2022093.49
2022409.85
2022409.32
2022091.40
DISTURBANCE LIMITS
Point #
DL1
DL2
DL3
DL4
DL5
DL6
Northing
373973.51
373973.51
373887.26
373845.51
373964.39
373964.39
Easting
2022088.52
2022560.40
2022700.20
2024129.05
2024361.77
2024478.38
DISTURBANCE LIMITS
Point #
DL7
DL8
DL9
DL10
DL11
Northing
373911.66
373744.80
373793.14
373797.88
373696.56
Easting
2024478.38
2024151.73
2022716.38
2022419.51
2022085.98
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 8 18
PLAN OF MODIFICATIONS - OVERVIEW C1
C1
0 50 100 200 300 Scale in Feet
R:
\1
0\
\1
2.
_L on g La ke \1
2.
.0
1_ Lo ng _L ak e_
Di ke
_A _T itl e_
II
\0
5_ Dr aw in gs \I
FR
\S he et
Fi le s\
-0
-0 8-
2:
pm s co tta
X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
DIKE CREST
EL. 1,721.33±
102ND AVE SE
NOTES:
1. PROJECT HORIZONTAL CONTROL REFERENCES NORTH DAKOTA STATE PLANE
SOUTH ZONE (3302), NAD1983, WITH UNITS OF U.S. SURVEY FEET.
2. PROJECT VERTICAL CONTROL REFERENCES NAVD 1988, GEOID 18.
C2 C3 C4
LONG LAKE
LONG LAKE
POND
TO REFUGE
HEADQUARTERS
STAGING &
STOCKPILE AREA
REPLACE RIPRAP
SLOPE PROTECTION
ROCK DISPOSAL
AREA
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
0+00
1+
2+
3+
4+
5+
6+
7+
GPS1
CP11
3+
3+
4+
4+
5+
5+
6+
6+
7+
171717181719
PC: 0+01.39
N: 373968.96
E: 2022477.39
PT
: 2
+7 0.
N
: 3
7.
E:
.7 4L=268.953
Δ=58.1505R=265.000
-6 H
:1 V
-6 H
:1 V
0 10 30 60 90 Scale in Feet
102ND AVE SE
DIKE CREST
EL. 1,721.33±
POND AREA
(APPROX.)
LAKE BOUNDARY
(APPROX.)
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 9 18
PLAN OF MODIFICATIONS - 0+00 TO 6+50 C2
C2R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
LONG LAKE
LONG LAKE
STAGING AND
STOCKPILE AREA
ROCK DISPOSAL
AREA
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
6+
6+
7+
7+
8+
8+
9+
9+
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
17181719
-6 H
:1 V
-6 H
:1 V
0 10 30 60 90 Scale in Feet
DIKE CREST
EL. 1,721.33±
POND AREA
(APPROX.)
102ND AVE SE
BRIDGE
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 10 18
PLAN OF MODIFICATIONS - 6+50 TO 15+00 C3
C3R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
LONG LAKE
LONG LAKE
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
+0
+0
+0
+0
18+00
19+00
20+00
20+34
GPS2
CP10
+0
+5
+0
+5
+0
+5
+2
17+50
18+00
18+50
19+00
19+50
20+00
17161716
171717181719
171717181719
PC
: 1
6+
.3
N : 3
6.
E:
.1
PT: 17+61.68
N: 373818.46
E: 2024186.01
EP: 20+33.84
N: 373942.27
E: 2024428.38
L=100.296Δ=28.7328
R=200.000
-6 H
:1 V
-6H:1V
-6H:1V
0 10 30 60 90 Scale in Feet
102ND AVE SE
DIKE CREST
EL. 1,721.33±
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 11 18
PLAN OF MODIFICATIONS - 15+00 TO END C4
C4R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
LONG LAKE
TO REFUGE
HEADQUARTERS
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 12 18
TYPICAL DETAILS C5
C5R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
12.0' PRE-CONSTRUCTION
GROUND SURFACE
12" STRIPPING
2.0'
2.0'
2.0'
FILTER FABRIC
LIMIT OF
EXCAVATION
EMBANKMENT
FILL
6" TOPSOIL
6"
FILTER FABRIC
C5
2.5' RIPRAP OVER
8" RIPRAP BEDDING
NOTE:
1. REMOVE AND STOCKPILE EXISTING RIPRAP PRIOR TO STRIPPING.
2. STRIP ALL TOPSOIL, VEGETATION, AND ORGANICS BELOW BOTTOM OF
EXISTING RIPRAP FOR WIDTH OF 12-FEET. PLACE EMBANKMENT FILL TO
PROVIDE MIN. CREST EL. 1721.33, COVER WITH 6" OF TOPSOIL
12" STRIPPING
(NOTE 1)1
NHWL 1716.7
2.5' RIPRAP OVER
8" RIPRAP BEDDING DESIGN CREST
EL. 1721.33
TYPICAL DETAIL
ANCHOR TRENCH
C5
0 1 2 1 2 3
Scale in Feet
TYPICAL DETAIL
EMBANKMENT REPAIR
C5
0 1 2 4 6 Scale in Feet
LIMIT OF
EXCAVATION
DESIGN CREST
EL. 1721.33
6" TOPSOIL
EMBANKMENT FILL
℄ DIKE
ANCHOR
TRENCH
FILTER
FABRIC
2.5'
8"
EXISTING CREST
EL. VARIES
(NOTE 2)
2.8' (TYP.)
APPROX. TOP OF
EXISTING RIPRAP
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 3+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 3+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 4+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 4+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 5+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 5+50
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 13 18
CROSS SECTIONS - 3+00 TO 5+50 C6
C6R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 6+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 6+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 7+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 7+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 8+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 8+50
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
12' MINPROPOSED GRADE
MIN CREST EL 1721.33
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 14 18
CROSS SECTIONS - 6+00 TO 8+50 C7
C7R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
PROFESS IONAL
EMBANKMENT FILL
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 9+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 9+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 10+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 10+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 11+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 11+50
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
12' MINPROPOSED GRADE
MIN CREST EL 1721.33
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 15 18
CROSS SECTIONS - 9+00 TO 11+50 C8
C8R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
PROFESS IONAL
EMBANKMENT FILL
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 12+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 12+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 13+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 13+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 14+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 14+50
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
12' MINPROPOSED GRADE
MIN CREST EL 1721.33
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 16 18
CROSS SECTIONS - 12+00 TO 14+50 C9
C9R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 15+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 15+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 16+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 16+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 17+29
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 17+50
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
12' MINPROPOSED GRADE
MIN CREST EL 1721.33
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 17 18
CROSS SECTIONS - 15+00 TO 17+50 C10
C10R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N
(F
EE
T)
STA. 18+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 18+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 19+00
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 19+50
0.020.040.060.0 0.0 -20.0 -40.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STA. 20+00
0.020.040.060.0 0.0 -20.0 -40.0
EXISTING GRADE
DOWNSTREAM (POND) SLOPEUPSTREAM (LAKE) SLOPE
12' MINPROPOSED GRADE
MIN CREST EL 1721.33
DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET
OF
LONG LAKE NATIONAL WILDLIFE REFUGE
REHABILITATE "A" DIKE
JTC SAA TSS 6/8/2022 18 18
CROSS SECTIONS - 18+00 TO 20+00 C11
C11R:
\1
0\
\1
2.
_L on g
La ke
\1
2.
.0 1_
Lo ng
_L ak e_ Di ke _A
_T itl e_
II
\0 5_
Dr aw in gs
\I
FR
\S he et Fi le s\
-0
-0
8-
2:
pm s co tta X
RE
FS
: T
SS
_s ta m p_
ND
T
SS
_s ig
C5
NHWL 1716.7
LIMIT OF
EXCAVATION
RE
G
IS
TE
RE
D
NORTH DAKOTA
PE-28811
TODD S.
STREET
ENG
INEER
| Sheets and Views |
| G1 COVER SHEET AND LOCATION MAPS |
| G2 DRAWING INDEX, ABBREVIATIONS, AND LEGEND |
| G3 SITE ACCESS AND BORROW AREA |
| G4 PLAN OF EXISTING CONDITIONS - OVERVIEW |
| G5 PLAN OF EXISTING CONDITIONS - STA. 0+00 TO 6+50 |
| G6 PLAN OF EXISTING CONDITIONS - STA. 6+50 TO 15+00 |
| G7 PLAN OF EXISTING CONDITIONS - STA. 15+00 TO END |
| C1 PLAN OF MODIFICATIONS - OVERVIEW |
| C2 PLAN OF MODIFICATIONS - 0+00 TO 6+50 |
| C3 PLAN OF MODIFICATIONS - 6+50 TO 15+00 |
| C4 PLAN OF MODIFICATIONS - 15+00 TO END |
| C5 TYPICAL DETAILS |
| C6 CROSS SECTIONS - 3+00 TO 5+50 |
| C7 CROSS SECTIONS - 6+00 TO 8+50 |
| C8 CROSS SECTIONS - 9+00 TO 11+50 |
| C9 CROSS SECTIONS - 12+00 TO 14+50 |
| C10 CROSS SECTIONS - 15+00 TO 17+50 |
| C11 CROSS SECTIONS - 18+00 TO 20+00 |
File details come from the government source that posted it. Updated .