Atch_2_Bone_Hill_Dam_Breach_21-046_Drawings.pdf

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

BONE HILL CREEK NATIONAL

WILDLIFE REFUGE

BONE HILL CREEK NATIONAL

WILDLIFE REFUGE

REFUGE BOUNDARY

BONE HILL DAM

BISMARK

EDGLEY

BONE HILL

CREEK LAKE

0 200 500 1000 1500 Scale in Feet

LOCATION MAP

STATE MAP

(N.T.S.)

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

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

BONE HILL CREEK

NATIONAL WILDLIFE REFUGE

LAMORE COUNTY NORTH DAKOTA

BONE HILL DAM REMOVAL

LOCATION MAPS AND

DRAWING INDEX

CBM SAA JJT

01/22/2021 5

BONE HILL CREEK

BONE HILL DAM REMOVAL

REFUGE BOUNDARY

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DRAWING INDEX

SHEET

NUMBER SHEET TITLE

1 LOCATION MAPS AND DRAWING INDEX

2 ABBREVIATIONS, LEGEND, AND SITE ACCESS

3 EXISTING PLAN AND SECTION

4 GENERAL PLAN OF MODIFICATIONS

5 BREACH PLAN, PROFILE, AND CROSS-SECTION

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IN

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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rbolduc Typewritten Text

6R-ND-285-21-046

-13+33

-13+00

-12+00

-1 1+

-1 0+

00-9+00

-8+00

-7+00

-6+ 00-5

+0 0-4

+0

-3+00

-2+00

-1+000+

1+00

2+00

3+00

4+00

5+00

0 100 200 400 600 Scale in Feet

BONE HILL DAM

BONE HILL

CREEK LAKE

ACCESS ROAD

59TH STREET SE

LOCKED GATE

LOCKED GATE

TH

A

VE

NU

E

SE

S2

A 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

NEW CONCRETE

EXISTING

CONCRETE

NATURAL GROUND

FILTER SAND

STEEL

EMBANKMENT

BACKFILL

SELECT FILL

NORTH ARROW

CONTROL

POINT/MONUMENT

BEDROCK

CUT SLOPE

FILL SLOPE

STRUCTURAL

SLOPE

LEGEND

PROPERTY BOUNDARY

APPROX. WATER OR WETLANDS LIMITS

DRAIN GRAVEL

RIPRAP

BACKFILL

CONCRETE

GROUT

BASECOURSE

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

EL. = FINISH

FLG = FLANGE

FR = FAR ROW

FS = FAR SIDE REINFORCING BAR

FTG. = 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

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

SEO = COLORADO DIVISION OF WATER

RESOURCES, OFFICE OF THE STATE

ENGINEER

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

SURVEY NOTES:

1. TOPOGRAPHIC SURVEY DATA WAS COLLECTED BY HOLLYBECK

SURVEYING AND ENGINEERING, INC. ON JULY 14, 2020

2. HORIZONTAL PROJECT COORDINATES ARE NORTH DAKOTA STATE

PLANE SOUTH, NORTH AMERICAN DATUM 1983 (NAD 83). PROJECT

VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM

1988 (NAVD 88)

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETBONE HILL CREEK

BONE HILL DAM REMOVAL

CBM SAA JJT 01/22/2021 2 5

ABBREVIATIONS, LEGEND, AND SITE ACCESS G2

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ABBREVIATIONS PRIVATE PROPERTY

AND ACCESS ROAD

NOTES:

1. ACCESS ROAD IS ON PRIVATE PROPERTY. GATES MUST BE CLOSED UPON ENTRY

AND EXIT DUE TO CATTLE.

STAGING AND

STOCKPILE AREA

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BH

B1

BH

B2

BH

B3

BH

B4

BORING LOCATION TABLE

Point #

B1

B2

B3

B4

Northing

326807.11

326880.56

326917.02

326990.46

Easting

2380937.57

2380961.20

2380960.44

2380984.07

Elevation

1644.97

1645.17

1645.56

1645.58

0 20 50 100 150 Scale in Feet

SPILLWAY

TRAINING DIKE

AUXILIARY

SPILLWAY

BONE HILL

DAM

CMP SERVICE

SPILLWAY OUTLET

BONE HILL

CREEK LAKE

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETBONE HILL CREEK

BONE HILL DAM REMOVAL

CBM SAA JJT 01/22/2021 3 5

EXISTING PLAN AND SECTION C1

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EROSION/

HEADCUTTING

IN SPILLWAY

OUTLET DISCHARGE

CHANNEL

DOWNSTREAM

CHANNEL

A C1

SECTION

OUTLET STRUCTURE

C1 A

0 5 10 15 Scale in Feet

10.0'

10.0'

36" DIA. CMP

APPROX. 65'

12" D50 RIPRAP

ON 6" BEDDING

48" - 12 SECTION

CMP RISER

12" D50 RIPRAP

ON 6" BEDDING

2.0'

RIPRAP

DRAIN

COMPACTED

BACKFILL

6" DIA. TOE DRAIN

STA. 1+88 TO 4+88±

NOTES:

1. CONTOURS UPSTREAM OF CMP HEADWALL WERE INTERPOLATED BASED ON

GROUND CONDITIONS.

2. GABION ROCK BASKETS ARE SPREAD OUT ALONG AUXILIARY SPILLWAY CHANNEL.

3. REMOVE AND DISPOSE OF EXISTING CMP RISER AND OUTLET PIPE.

4. SALVAGE AND REUSE UPSTREAM SLOPE RIPRAP FOR BREACH TO THE EXTENT

POSSIBLE.

5. EXCAVATE AND REMOVE TOE DRAIN WITHIN THE EXCAVATION LIMITS. ABANDON

AND GROUT TO FILL REMAINING TOE DRAIN WITH 3,000 PSI GROUT.

6. EXCAVATED RANDOM FILL TO BE PLACED AND GRADED IN THE AUXILIARY SPILLWAY

CHANNEL. SLOPE 3H:1V OR FLATTER.

INV. EL. 1634.14

OUTLET INV. EL. 1628.63

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0+00 0+40

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETBONE HILL CREEK

BONE HILL DAM REMOVAL

CBM SAA JJT 01/22/2021 4 5

GENERAL PLAN OF MODIFICATIONS C2

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0 20 50 100 150 Scale in Feet

36" DIA. CMP

(TO BE REMOVED)

EROSION AREA TO BE

FILLED W/ EMBANKMENT

MATERIAL

ACCESS ROAD

LOW WATER

CROSSING

NOTES:

1. EXCAVATED EMBANKMENT FILL WILL BE PLACED AND

GRADED IN THE EROSION HEADCUTTING AREAS

WITHIN THE AUXILIARY SPILLWAY.

2. SLOPE HEADCUTTING AREAS 3H:1V FOR CATTLE.

140.0'

260.0'

210.0'

160.0'LIMITS OF SITE

DISTURBANCE

LIMITS OF SITE

DISTURBANCE

STAGING AND

STOCKPILE AREA

200.0'

100.0'

LIMITS OF

WETLANDS

LIMITS OF

WETLANDS

LIMITS OF

WETLANDS

MIN. 6"

STRIPPING

MIN. 4.0'

EROSION SCARP

RANDOM FILL

A C2

TYPICAL SECTION

EROSION SCARP

C2 A

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5+

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-5.0H:1V -5.0H:1V

-5 .0

-1

.0

CP

CP

CP

CP

EL

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EL

EV

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N (F

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PROFILE VIEW OF EMBANKMENT BREACH

1+00 2+00 3+00 4+00 4+50

EL

EV

AT

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N (F

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T)

EL

EV

AT

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N (F

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2+54

0.0 20.0 40.00.0-20.0-40.0

TEMPORARY CONTROL POINT TABLE

Point #

CP1

CP2

CP3

CP4

Northing

326926.06

326923.89

326876.88

326874.71

Easting

2380963.00

2380974.80

2380953.98

2380965.79

Elevation

1635.15

1635.14

1635.15

1635.14

0 10 20 40 60 Scale in Feet

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETBONE HILL CREEK

BONE HILL DAM REMOVAL

CBM SAA JJT 01/22/2021 5 5

BREACH PLAN, PROFILE, AND CROSS-SECTION C3

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PRECONSTRUCTION

GROUND SURFACE

50.0'

ST

A.

.1

" D

IA

. C M

P

FLATTER

FLATTER

LOW WATER

CONCRETE CROSSING

PLAN VIEW OF

EMBANKMENT BREACH

PRECONSTRUCTION

GROUND SURFACE

EL. 1635.15

12.0'

-0.1% -1.0%

36" DIA. CMP

4.0'

2.0'

BREACH INV.

EXCAVATE 2' BELOW PIPE AND

BACKFILL AND COMPACT W/

SUITABLE EMBANKMENT FILL

C3

DETAIL

OUTLET REMOVAL

C3

0 5 10 15 Scale in Feet

10.0'

C3

-0.1% -1.0% -5.0%

GABION ROCK ON

FILTER FABRIC6" BEDDING

CONTROL SILL

EL. 1635.15

12.0' 5.0'

DETAIL

LOW WATER CROSSING

C3

0 5 10 15 Scale in Feet

5.0'

24" THICK TYPE I RIPRAP

OVER 6" BEDDING

5.0'

24" THICK TYPE I RIPRAP

OVER 6" BEDDING

1.0'

2.5'

1.0'

DETAIL

LOW WATER CROSSING

C3

0 1 2 4 6 Scale in Feet

#5@12 EW

C3

4.0'

6" ROADBASE FROM

CROSING TO GRADE

6" ROADBASE 3,500 PSI

CONCRETE

NOTES:

1. LOW WATER CROSSING CONCRETE WILL TRANSITION TO ROADBASE ON SIDE

SLOPES TO GRADE.

2. CUT SLOPES TO BE MATTED AND SEEDED BOTH UPSTREAM AND DOWNSTREAM.

3. TEMPORARY CONTROL POINTS ARE FOR CONSTRUCTION ONLY AND REPRESENT

THE EXTENT OF THE BREACH LOCATION AND ELEVATION.

4. SIDE SLOPES TO BE CONSTRUCTED AT 5H:1V MINIMUM. SLOPES MAY BE

FLATTENED AT THE DISCRETION OF THE LAND OWNER AND FWS.

6" ROADBASE

(TYP.)

CUT SLOPES TO

BE SEEDED

NATIVE UPLAND

SEED MIX

LIMITS OF SITE

DISTURBANCE

TYPE I RIPRAP

AND GABION ROCK

1.5

1.5

-5.0%

TYPE I RIPRAP

5 OR5 OR

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