W912BV-20-R-0063 Plan Set.pdf

O H

T O

H T

O H

T O

H T

O H

T O

H T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

TEMPORARY ROCK CONSTRUCTION ENTRANCE (SEE DETAIL C-502),

INSTALL PRIOR TO BEGINNING EARTHWORK

STAGING AREA FOR:

VEHICLE FUELING AND

MATERIAL STORAGE

TEMPORARY STOCKPILE

T

M

U

N

T

A

I

N

F

R

K

V

E

R

U

N

T

A

V

E

R

S

S

S

S

S

FIBER LOG

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

FIBER LOG

FIBER LOG

AGGREGATE BASE

A

G

G

R

E

G

A

E

B

A

S

E

CONSTRUCTION/GRADING LIMITS

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P S

E

N G

I N

E E

R S

T U

L S

A

O

K L

A H

O M

A

T U

L S

A

D

I S

T R

I C

T

G A

L O

S U

Y S

T

R

B

R O

K E

N

B

W

K E

B

R O

K E

N

B

O W

O

K L A

H O

M A

A N

S I

D

W I T

H

H

U G

O

L A

T

I O

N W

B

V

R

W

B V

R X

X X

X

F

J A

A

ISSUED FOR CONSTRUCTION SUBMITTAL

4020100

B R

O K

O

R A

G

O

S I O

N

C

O N

T R

A

N

C-031

K H

W

C A

J

S A

H

EROSION CONTROL PLAN NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMP'S UNTIL WORK HAS BEEN

COMPLETED AND THE SITE HAS GONE UNDER FINAL STABILIZATION. EROSION CONTROL

DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE

PROJECT.

2. SILT FENCE TO BE INSTALLED AROUND ALL STAGING AND STOCKPILE AREAS. ANY

STOCKPILES REMAINING DISTURBED FOR MORE THAN 14 DAYS SHALL FOLLOW TEMPORARY

SEEDING REQUIREMENTS, UNLESS OTHERWISE PROTECTED BY APPROVED METHODS.

3. LIMIT VEGETATION REMOVAL TO IMMEDIATE WORK AREA AND MAINTAIN A VEGETATED

BUFFER ON THE DOWNSTREAM SLOPE WHERE EVER POSSIBLE.

4. PERMANENT SEED, FERTILIZER AND MULCH SHALL BE PLACED ON ALL TOPSOILED AREAS

AND DISTURBED AREAS. PERMANENT SEED MIX SHALL BE AS FOLLOWS:

BERMUDA GRASS : COMMON - 15 LB/ACRE

RYE GRASS : ANNUAL - 25 LB/ACRE

5. ALL EROSION CONTROL MATERIAL SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS

AFTER A RAINFALL OF 0.5 INCHES OR MORE.

6. REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF

CONSTRUCTION AND THE ESTABLISHMENT OF TURF.

7. CLEANING MAINTENANCE AND CONCRETE WASHOUT OF CONTRACTOR'S EQUIPMENT IS NOT

ALLOWED ON GOVERNMENT PROPERTY WITHOUT AN APPROVED METHOD OF CAPTURING

AND DISPOSAL OF ALL ASSOCIATED FLUIDS.

LEGEND

TEMPORARY SILT FENCE

TEMPORARY FIBER LOG

SEED, FERTILIZER, AND MULCH

DRAINAGE FLOW DIRECTION

GRADING LIMITS

SSSSSSSSSSSSS

m5ds9jam Typewritten Text

W912BV20R0052

H

T O

H T

O H

T O

H T

O H

T O

H T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

60' x 80' BULKHEAD STORAGE BUILDING

R

A

A

B

B

MATCH INTO EXISTING

F M

F

M

F

M

F

M

F

M

F M

CONNECT TO EXISTING FORCEMAIN,

VERIFY PIPE SIZE, ELEVATION, AND

LOCATION IN FIELD

CONNECT TO EXISTING FORCEMAIN

VERIFY PIPE SIZE, ELEVATION, AND

LOCATION IN FIELD

TRACER WIRE TO BOX SET

TO GRADE (SEE 1/C-504)

CONSTRUCTION/GRADING LIMITS

5.00'

5.00'

AGGREGATE BASE ACCESS ROAD

TOP OF

AGGREGATE

BASE

ELEV: 426.25

APPROXIMATE TAILRACE

LOCATION

CAUTION EXISTING OVERHEAD LINES

PVC, DR18 FORCEMAIN

R

CONTRACTOR PARKING / STAGING AREA

CONCRETE SIDEWALK

4020100

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

O

K L

A H

O M

A

T U

L S

A

D

I S

T R

I C

T

G A

O

S U

S

T

R

B

R O

K E

N

B

K E

B

R O

K E

N

B

O W

O

K L A

H O

M A

A N

S I

D

W I T

H

H

U G

O

L A

T

I O

N W

B

V

R

W

B V

R X

X X

X

F

J A

A

ISSUED FOR CONSTRUCTION SUBMITTAL

S I T

E

I M

P R

O V

E M

E N

D

A

D I N

G

P

L A

N

B R

O K

O

R A

G E

C-101

K H

W

C A

J

S A

H

SITE IMPROVEMENTS PLAN NOTES:

1. EXISTING UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

2. PRESERVE EXISTING VEGETATION THAT IS NOT DIRECTLY INSIDE THE PROJECT LIMITS. EXTREME CARE IS

TO BE GIVEN TO AREAS NEAR VEGETATION TO BE SAVED.

3. STRIP TOPSOIL FROM THE PROPOSED PROJECT AREA TO THE FULL DEPTH PRESENT.

4. ALL ELEVATIONS AND CONTOURS SHOWN ARE TO FINISHED GRADE UNLESS NOTED OTHERWISE.

5. AFTER AGGREGATE PLACEMENT AND SITE GRADING IS COMPLETE, STOCKPILED TOPSOIL IS TO BE

REDISTRIBUTED OVER THE NEWLY GRADED UNGRAVELED AREAS. REDISTRIBUTED TOPSOIL CAN BE USED

TO BRING SITE GRADING UP TO FINISHED GRADE ELEVATIONS SHOW ON THE PLANS.

6. ONCE THE TOPSOIL HAS BEEN PLACED, PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL

ITEMS ARE TO BE IMPLEMENTED. SEE SHEET C-031 FOR EROSION CONTROL PLAN.

7. THE CONTRACTOR SHALL BE AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES AND SHALL

PROVIDE FOR DRAINAGE AND EROSION CONTROL DURING ALL PHASES DURING CONSTRUCTION. DAMAGE

CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT

NO ADDITIONAL COST.

8. MOWING, MAINTENANCE, AND CLEAN-UP IS REQUIRED WITHIN THE PROJECT LIMITS DURING THE

DURATION OF CONSTRUCTION.

9. NOMINAL DEPTH OF COVER FOR THE FORCEMAIN SHALL BE 5 FEET MEASURED FROM THE TOP OF

FINISHED GRADE TO THE TOP OF PIPE.

10. RESTRAINED JOINTS SHALL BE INSTALLED WHEREVER FORCEMAIN PIPE ALIGNMENT CHANGES

DIRECTION.

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Karen L. Wiemeri, P.E.

License No. 21122 Date: November 16, 2018 m5ds9jam of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

IC

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

T R

U C

K D

R

IV

E T

H R

U

PORTAL FRAME

PORTAL FRAME

FILLED BOLLARD, TYP.

8" DIA. CONC.

N 309341.84

E 2971952.03

N 309283.09

E 2971897.73

A

B

3 4 5

21 3 4 5

A

B

"=1'-0"8

1GRAPHIC SCALE:

24'16'8'04'8'

A @COL

GENERAL NOTES

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

2.

1.

80'-0"

20'-0"20'-0"20'-0"20'-0"

60'-0"

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN

B @COL

@COL C

D

S-301

S-301

S-250 S-301

F O

U N

D A

T

IO

N P

L A

N

M J P

W S

F

T D

H

B R

O K

E N B

O W D

A M

S-110

@COL A

S-301

A

S-251

E

S-301

TYP.

A

S-252

F-1 F-2 F-1F-1F-2

F-2F-2F-1 F-1 F-1

N

SITE EL = 426.92'

TO PEDESTAL EL = 100'-0"

FOOTING TYPE

DOWELS

TIES

1'-4"x1'-4"

FOOTING SCHEDULE

3'-4"x1'-4"

F-1 F-2

(4) #6 (6) #6

#3 @ 12" #3 @ 12"

PEDESTAL SIZE

FOOTING SIZE 4'-6"x4'-6" 6'-0"x4'-6"

EACH WAY

REINFORCING

#6@8" OC #6@8" OC

SHEET NOTES

DISCONNECT SHALL BE NEMA 3R RATED.

STAINLESS STEEL UNI-STRUT.

UTILIZING CORROSION-RESISTANT,

COLUMN AT 48" ABOVE FINISHED GRADE

MOUNT DISCONNECT ON STRUCTURE

OF STRUCTURE. FUSE AT 100 AMPS.

FUSED DISCONNECT AT THE NE CORNER

PROVIDE A 600 VOLT, 200 AMP RATED

m5ds9jam

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

S L

O P

E

RIDGE

C L R

IG

ID

F

R A

M E

BRACING, AS REQ'D.

HORIZONTAL ROD

BY MBM

COLD-FORMED PURLINS

C L R

IG

ID

F

R A

M E

C L R

IG

ID

F

R A

M E

C L R

IG

ID

F

R A

M E

C L R

IG

ID

F

R A

M E

S L

O P

E

BY MBM

W10x26

BY MBM

W10x26

BY MBM

FRAME

PORTAL

BY MBM

FRAME

PORTAL

A

B

3 4 5

21 3 4 5

A

B

"=1'-0"8

1GRAPHIC SCALE:

24'16'8'04'8'

SCALE: 1/8" = 1'-0"

SCHEMATIC ROOF FRAMING PLAN

GENERAL NOTES

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

2.

1.

80'-0"

1'-8"20'-0"20'-0"20'-0"20'-0"1'-8"

S C

H E

M A

T

IC

F

R A

M

IN

G P

L A

N

M J P

W S

F

T D

H

S-120

B R

O K

E N B

O W D

A M

@COL A

S-250

A

S-251

A

S-252

N m5ds9jam

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

B

60'-0"

A

H O

O K H

E

IG

H T

4'-0"

CL RUNWAY CL RUNWAY

BY MBM

OUTRIGGER

BY MBM

METAL ROOFING

GIRTS BY MBM

METAL PANEL AND 15-TON HOIST 15-TON HOIST

37'-6"

CRANE MANUF.

BRIDGE CRANE BY

BY MBM

RIGID FRAME

AND SPACING BY MBM

ROOF PURLINS SIZE

STORED BULKHEAD

ROTATED/MOVED BULKHEAD

4'-0"

30'-0"

SYSTEM

FOR BULKHEAD

RUMBER DUNNAGE

GENERAL NOTE 3.

MBM. REFER TO

CRANE BRACKET BY

TOP OF PEDESTAL

EL. 100'-0"

EAVE HEIGHT EL. 136'-0"

REFER TO GENERAL NOTE 4

SCALE: 1/4" = 1'-0"

SCHEMATIC FRAMING SECTION

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

A

S-250

S C

H E

M A

T

IC

F

R A

M

IN

G S

E C

T

IO

N

M J P

W S

F

T D

H

B R

O K

E N B

O W D

A M

S-110

S-120

D

S-301 CRANE NOTES

NOT IN USE.

ROTOMAX DEVICES AND THEIR CONTROLS TO BE REMOVABLE FOR STORAGE WHEN

IT IS THE INTENT FOR THE HOISTS AND THEIR PENDANT CONTROL AND FOR THE

WILL BE SUPPORTED FROM THE HOIST HOOKS.

PROVIDED FOR ROTATION OF THE LIFTED BULKHEAD SEGMENTS. ROTOMAX DEVICES

IN ADDITION TO THE CRANE AND HOISTS SYSTEMS, ROTOMAX DEVICES SHALL BE

ABILITY TO RAISE AND LOWER BOTH HOISTS SYNCHRONOUSLY.

INDEPENDENT CONTROLS OF THE HOIST VERTICAL MOVEMENT AS WELL AS THE

OPERATING THE LENGTH OF THE BRIDGE. THE PENDANT STATION SHALL PROVIDE FOR

SUSPENDED FROM AN INDEPENDENT FESTOONED MESSENGER TRACK SYSTEM

MOVEMENTS SHALL BE OPERATED FROM A SINGLE PENDANT PUSHBUTTON STATION

BOTTOM OF THE BRIDGE SET 37’-6”APART. ALL CRANE BRIDGE AND HOIST

PEMB STRUCTURE. THE BRIDGE SHALL HAVE TWO 15-TON HOISTS FIXED TO THE

RUNNING ON CRANE RUNWAYS SUPPORTED ON BRACKETS PROVIDED WITH THE

THE PROPOSED CRANE SYSTEM SHOWN PROVIDES ONE TOP-RUNNING CRANE BRIDGE

GENERAL NOTES

A MINIMUM CRANE HOOK HEIGHT INDICATED.

THE BULDING MANUFACTURER TO PROVIDE

WITH THE CRANE SYSTEM PROVIDER AND

AND SHALL BE VERIFIED AND COORDINATED

THE EAVE HEIGHT SHOWN IS APPROXIMATE

OF THIS LOAD.

SYSTEM PROVIDER FOR VERIFICATION

COORDINATE WITH THE CRANE

50 KIPS. THE CONTRACTOR SHALL

RUNWAY SUPPORT REACTION OF

DESIGNED FOR A MINIMUM CRANE

BUILDING STRUCTURE SHALL BE

CRANE SUPPORT BRACKET AND THE

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

4.

3.

2.

1.

m5ds9jam

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

80'-0"

BY MBM

METAL ROOFING

BY MBM

RIGID FRAME

BY MBM

METAL GIRTS

2 3 4 5

20'-0"20'-0"20'-0"20'-0"

BY MBM

FRAME

PORTAL

BY MBM

W10x26

BY MBM

METAL GIRTS

GENERAL NOTES

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

2.

1.

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

A

S-251

S C

H E

M A

T

IC

F

R A

M

IN

G S

E C

T

IO

N

M J P

W S

F

T D

H

B R

O K

E N B

O W D

A M

S-110

S-120

SCALE: 1/4" = 1'-0"

SCHEMATIC FRAMING ELEVATION

m5ds9jam

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

80'-0"

BY MBM

METAL ROOFING

BY MBM

RIGID FRAME

BY MBM

METAL GIRTS

4 3 2 1

20'-0"20'-0"20'-0"20'-0"

BY MBM

FRAME

PORTAL

BY MBM

W10x26

BY MBM

METAL GIRTS

GENERAL NOTES

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

2.

1.

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

A

S-252

S C

H E

M A

T

IC

F

R A

M

IN

G S

E C

T

IO

N

M J P

W S

F

T D

H

B R

O K

E N B

O W D

A M

S-110

S-120

SCALE: 1/4" = 1'-0"

SCHEMATIC FRAMING ELEVATION

m5ds9jam

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

T E C

L O

S U

R E S

Y S

T E

M

F O

R B

R O

K E

N B

O W L

A K

E

B R

O K

E N B

O W

O K

L A

H O

M A

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A N

S I

D

F Y

W

B V

R

W

B V

R X

X X

X

W

IT

H H

U G

O L

A K

E O

P T

IO

N

/0

/1

ISSUED FOR CONSTRUCTION

LINE

COL

CONST. JT.

ROUGHENED

BY MBM

RIGID FRAME COL.

TO PEDESTAL EL

SEE PLAN

AGGREGATE

CRUSHED

SIZE AND SPACING

REINFORCEMENT,

SCHEDULE FOR

SEE FOOTING

"2

RODS, BY MBM

(4) ANCHOR

(3) #3 TIES

TO FOOTING SCHEDULE

VERT. REINF., REFER

@ 12" OC

#3 TIES

SEE SCHEDULE

LINE

COL

SIZE AND SPACING

REINFORCEMENT,

SCHEDULE FOR

SEE FOOTING

CONST. JT.

ROUGHENED

TO FOOTING SCHEDULE

VERT. REINF., REFER

BY MBM

RIGID FRAME COL.

TO PEDESTAL EL

SEE PLAN

AGGREGATE

CRUSHED

8"

RODS, BY MBM

(4) ANCHOR

(3) #3 TIES

@ 12" OC

#3 TIES

SEE SCHEDULE

LINE

COL

SIZE AND SPACING

REINFORCEMENT,

SCHEDULE FOR

SEE FOOTING

CONST. JT.

ROUGHENED

TO FOOTING SCHEDULE

VERT. REINF., REFER

TO PEDESTAL EL

SEE PLAN

AGGREGATE

CRUSHED

8"

COL. BY MBM

RIGID FRAME

COL. BY MBM

PORTAL FRAME

RODS, BY MBM

(4) ANCHOR

RODS, BY MBM

(4) ANCHOR

(3) #3 TIES

@ 12" OC

#3 TIES

SEE SCHEDULE

TO CONC. EL

SEE PLAN

CONST. JT.

ROUGHENED

(4) #4 CONT.

#4@12"

1'-2"8"1'-2"

AGGREGATE

CRUSHED

3'-0"

#6@12"

#4@12"

S E

E S

H E

E T S -2

O R

DUNNAGE PADS. SEE NOTE 3.

10"x10"x3" "RUMBER"

#4@12"

(4) #7 CONT.

1'-6"

TYP.

3" CLR.

TIE BEAM

SCALE: 3/4" = 1'-0"

SECTION

"=1'-0"4

3GRAPHIC SCALE:

4'3'2'1'06"1'

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

SECTIONA B C

S-301

F O

U N

D A

T

IO

N S

E C

T

IO

N S

B R

O K

E N B

O W D

A M

S-110 S-110 S-110

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

SECTIOND E

S-110 S-110

S-250

M J P

W S

F

T D

H

GENERAL NOTES

CONTRACTING OFFICER.

IF SUBMITTED FOR REVIEW TO THE

MANUFACTURERS MAY BE APPROVED

RUMBER MATERIALS. OTHER

MATERIALS AS MANUFACTURED BY

RECYCLED PLASTIC AND RUBBER

PADS SHALL BE FABRICATED OF

PROVIDE 40 "RUMBER" DUNNAGE PADS.

MBM. REFER TO SPECIFICATIONS.

DESIGNED AND PROVIDED BY

SUPERSTRUCTURE SHALL BE

NOTES.

REFER TO SHEET S-001 FOR GENERAL

3.

2.

1.

m5ds9jam