DWGS-Stoplogs Fab_BML W912BU-20-Q-0004_07AUG2019-1.pdf

SOLICITATION NO:

CONTRACT NO:

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US Army Corps of Engineers

DISTRICT

PHILADELPHIA

100% 07AUG2019

BLUE MARSH STOPLOGS FABRICATION

BERKS COUNTY, PA

BLUE MARSH LAKE

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G-001

VICINITY MAP OF WORK

LOCATION

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SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

PETER M. TRANCHIK, P.E.

CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH

CAMERON P. CHASTEN, P.E.

SUBMITTED:

CHIEF, ENGINEERING BRANCH

ANDREW J. SCHWAIGER, P.E.

THIS PROJECT WAS DESIGNED BY THE

PHILADELPHIA DISTRICT OF THE U.S.

ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152.

OF WORK

LOCATION

LOCATION MAP

N

SHEET INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

STRUCTURAL

S-001

GENERAL INFORMATION SHEET

S-101

STOPLOGS DETAILS

OPTION 2

35543 BELTZVILLE EMERGENCY

BULKHEAD

- STEEL

WL WIND LOAD

WINDOWWDW

W/

W/O

WITH

WITHOUT

SL SNOW LOAD

GRID LINE

HOLLOW STRUCTURAL SECTION TUBE

DIAMETERDIA/

@ AT

C

CIP

CONT

CLR

COL

CONC

CJ

BOF BOTTOM OF FOOTING

BOTTOM

BEARING

BTM

BRG

ANCHOR BOLT

BLOCKING

BOTTOM OF CONCRETE

BLKG

BM BEAM

AB

BOC

ADJUSTABLE

ARCHITECT/ENGINEER

ALTERNATE

ARCHITECT

ALT

A/E

ARCH

ADJ

CONTROL JOINT

ESTIMATED

EQUAL, EQUALLYEQ

EST

GAGE

GALVANIZED

GA

GALV

HSS

COLUMN

CONTINUOUS

CONCRETE

CLEAR

ENGINEERENGR

EACH WAY

EACH FACE

ELEVATION

EF

EW

EL

CAST IN PLACE

CENTERLINE

DOWEL

DRAWING

DWL

DWG

DEADLOAD

DIMENSION

DETAIL

DIAGONAL

DL

DIM

DET

DIAG

EXPANSION JOINTEXP JT

EXISTING

EXPANSION

(E)

EXP

L

NOT APPLICABLE

N/A

LONG LEG HORIZONTALLLH

TOP & BOTTOM

TOP OF CAISSON

TOP OF CONCRETE

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOP OF LEDGE

PERP

PERIM

R/RAD

PRELIM

OD OUTSIDE DIAMETER

LF LINEAR FOOT

MINIMUM

MISCELLANEOUS

LL LIVE LOAD

MISC

MIN

LONG LEG VERTICAL

MAXIMUM

LT

LW

LP

LH

LIGHT

LIGHT WEIGHT

LAYOUT POINT

LEFT HAND

MAX

JT JOINT

LLV

OC

OH

OPP

OPPOSITE HAND

ON CENTER

OPPOSITE

NW

NF

NO/#

NTS

NIC

NOM

NOT IN CONTRACT

NOT TO SCALE

N NORTH

NUMBER

NEAR FACE

NORMAL WEIGHT

NOMINAL

RADIUS

SECTIONSECT

TYP TYPICAL

REINFORCEMENT

PRELIMINARY

ROUGH OPENINGRO

SAW CUT JOINTSCJ

PERPENDICULAR

PLATEPLT/

PERIMETER

REINF

STRUCTURAL

STD STANDARD

STL

STRUCT

STEEL

STAG STAGGERED

TOS

TSL

TOW

TOL

SPECIFICATIONSSPEC

SIM

S SOUTH

SIMILAR

TCA

TOC

TEMP

THK

T&B

TEMPORARY

THICKNESS

WELDED WIRE FABRICWWF

W WEST

UNLESS NOTED OTHERWISE

VERT VERTICAL

UNO

ABBREVIATIONS

COMPLETE JOINT PENETRATIONCJP

GENERAL STRUCT NOTESGSN

LENGTH AFTER WELDINGLAW

L

VERIFY IN FIELDVIF

UNDERSIDEU/S

REQUIREDREQD

G

EASTE

DEPRESSIONDEP

REFER TORE:

TBD TO BE DETERMINED

ABRV DESCRIPTION ABRV DESCRIPTION ABRV DESCRIPTION

FLATHEAD MACHINE SCREWFHMS

COORD COORDINATE

(N) NEW

ABRV ABBREVIATION

WORKING POINTWP

HANGERHGR

HORIZONTALHORIZ

Ø

P

L

FRACTURE CRITICAL MEMBERFCM

STAINLESS STEELSS

- ELEVATION SYMBOL

F

A

R

(N)

L-P

S (E)

T

B O

I D

E S

A R

R O

W

S I D

E

O P

P O

S I T

E

S I D

E

FIELD WELD SYMBOL

(FLAG ALWAYS POINTS TOWARD REAR

OF WELD SYMBOL)

WELD ALL AROUND

SYMBOL

ARROW CONNECTING REFERENCE LINE TO

ARROW SIDE MEMBER

OF JOINT OR ARROW SIDE OF JOINT

REFERENCE

LINE

SPECIFIC PROCESS OR

OTHER REFERENCE

NUMBER OF SPOT OR

PROJECTION WELDS

PITCH (CENTER TO CENTER

SPACING) OF WELD

LENGTH OF WELD

GROOVE ANGLE, INCLUDED ANGLE OF

COUNTERSINK FOR PLUG WELDS

FINISH SYMBOL

EFFECTIVE THROAT

ROOT OPENING DEPTH

OF FILLING FOR PLUG

AND SPOT WELDS

CONTOUR SYMBOLS

DEPTH OF PREPARATION; SIZE OR

STRENGTH FOR CERTAIN WELDS

TAIL (TAIL IS

OMITTED WHEN

REFERENCE IS

NOT USED)

HATCH PATTERNS

WELDING SYMBOL DIAGRAM

WELD SYMBOLS

J SQUARE WELD

BEVEL V FLARE-V FLARE BEVEL

ARROW SIDE

OPPOSITE SIDE

U

GROOVE WELDS

SEAM WELDFILLET WELD FLANGE CORNER

ARROW SIDE

OPPOSITE SIDE

PLUG WELD SURFACE WELD FLANGE END BACKING

STUD WELD SPOT OR

PROJECTION WELD

BACK OR

BACKING WELD

SLOT WELD

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

SECTION IDENTIFICATION NUMBER

CALLOUT AREA VIEW

X

SCALE: PER PLAN

GRID LINE

SCALE:

VIEW NAME

X/X":1'-0"

X-101

GRID IDENTIFICATION

(ALPHA OR NUMERIC)

DETAIL SHEET

REF NUMBER

CALLOUT VIEW

IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

VIEW SCALE

X-101

REVISION CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION IDENTIFICATION SYMBOL

(NUMERIC)

AMENDMENT IDENTIFICATION

SYMBOL (ALPHA)

1 a

DRAWING SHEET SYMBOLS

VIEW TITLE SYMBOL

SECTION CUT SYMBOL

CALLOUT SYMBOL

GRID SYMBOL

GRAPHIC BAR SCALE SYMBOL

PRIMARY

SCALE

EXTENSION

SCALE

X X X X X

BASIC WELD SYMBOL OR DETAIL

REFERENCE

WELD SYMBOLS SHALL BE CONTAINED WITHIN

THE LENGTH OF THE REFERENCE LINE.

ELEMENTS IN THIS AREA REMAIN AS SHOWN

WHEN THE TAIL AND ARROW ARE REVERSED

DIRECTION OF

MAGNETIC NORTH

NORTH SYMBOLS

N

NORTH

PLAN

TYPICAL

NORTH

PLAN

NORTH

1. DESIGN SPECIFICATIONS

1.1. ETL 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES, 2009

2. MATERIAL AND CONSTRUCTION SPECIFICATIONS

2.1. AISC 325 STEEL CONSTRUCTION MANUAL, 2017

2.2. AWS D1.5M/D1.5 BRIDGE WELDING CODE, 2016

2.3. STEEL STRUCTURES PAINTING COUNCIL (SSPC) SPECIFICATIONS.

3. MATERIALS

3.1. STRUCTURAL STEEL MEMBERS, INCLUDING WT BEAMS, ANGLE, PLATES, AND

BARS SHALL BE MADE OF MATERIAL ACCORDING TO SPECIFICATIONS.

3.2. ALL STEEL SURFACES SHALL BE PAINTED ACCORDING TO SPECIFICATIONS.

3.3. FLATHEAD MACHINE SCREWS CONNECTING THE SEAL SHALL BE STAINLESS

STEEL WITH MATCHING NUTS CONFORMING TO SPECIFICATION.

3.4. BOLTS CONNECTING THE LEAF SPRING SHALL BE STAINLESS STEEL WITH

MATCHING NUTS CONFORMING TO SPECIFICATIONS.

4. EXISTING STRUCTURE

4.1. THE CONTRACTOR WILL VERIFY ALL EXISTING DIMENSIONS AND GEOMETRY IN

THE FIELD PRIOR TO FABRICATION AND ERECTION.

5. CONSTRUCTION NOTES

5.1. TIGHTEN NUTS ON SEAL BOLTS TO SNUG TIGHT CONDITION.

GENERAL NOTES

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WT 9x27.5

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

" PL

TYP

TYP

" PL (4 TYP)

" R (TYP)

" PL

G

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TYP

TYP

TYP

" LEAF

SPRING SEE

DETAIL 2

16"

11"

3'-1

2" 3'-1

2"

TYP

STOPLOG "CAP"

SYM. ABOUT C

L

L

C

STOPLOG "INTERMEDIATE"

SYM. ABOUT C

LSEE

DETAIL 1

11"

G

" PL

" LEAF SPRING

2"

11"

"J" TYPE

WATER SEAL

MACHINE

SHADED

AREA

TOP

STOPLOG

2" LETTERING

"J" TYPE

WATER SEAL

2"

11"

STOPLOG "CAP" STOPLOG "INTERMEDIATE "

TOP OF STOPLOG

16"

"J" TYPE WATER SEAL

"J" TYPE WATER SEAL AT BOTTOM

OF STOPLOG NOT SHOWN

" SKIN PL

" PL

" LEAF SPRING

TYP

" SKIN PL

1" RADIUS

(TYP)

TYP

TYP

16"

4"

8"

16"

G

FLOW

SECTION A-A

A

A

BOTTOM OF STOPLOG

DOWNSTREAM ELEVATION

SECTION B-B

B

B

SECTION C-C

C

C

WT9x27.5 WEB

" SKIN

PLATE

" PL

1" RADIUS

ACCESS HOLE

SECTION D-D

D

D

" LEAF

SPRING

F L

O W

TYP

8"

TYP

1" Ø DRAIN HOLE ON

SKIN PLATE (2 TYP)

" PL

1" RADIUS

ACCESS

HOLE (TYP)

16"

5" 1

8"

TYP

16"

STOPLOG "CAP" - MAKE 1 STOPLOG "INTERMEDIATE" - MAKE 2

FLOW

TYP

6'-3"

T

Y P

16"

16"

1" RAD.

(TYP)

FCM

8"

2"

" PL

" PL

5"x10"

PERFORATION

1" Ø DRAIN HOLE

(2 TYP)

" PL

" R

(TYP)

E

E

2"

8"

10"

PERFORATION

10"

PERFORATION

TYP

FCM

FCM

FCM

FCMFCM

FCM

FCM

2"

3"

1" 1

2"

1"1

2"

" R (TYP)

TYP AT EA.

END OF PIN

SECTION F-F

F

F

PIN

1"Ø x 4

4"

(TYP)

FCM

3"

LEAF SPRING

" x 3"

MAKE SPRING 1050,

1085, OR 1095

CARBON STEEL

R

16"

R '-7

2"±

R

TACK WELD

SKIN

PLATE

TACK WELD

WT, L OR PL

WT, L OR PL

16"

" Ø BOLT (SS)

MACHINE HEAD TO

PROVIDE

" x

"Ø

SHOULDER W/ LOCK

NUT

" x 1

" SLOT

"Ø BOLT (SS).

GRIND HEAD TO

SECTION G-G

G

G

8"

4"

4"

BAR 1

" x

FLOW

BOTTOM

BAR

1" x

SS NUT

TACK WELD

TO PL

" Ø SS

FHMS @ 6"

(TYP)

BAR

" x

"J" TYPE

WATER

SEAL

BAR 1

" x

" R

F L O

W

"J" TYPE

WATER

SEAL

" R

SIDE

SS NUT TACK

WELD TO PL

" Ø SS FHMS

@ 6" (TYP)

BAR

" x

" R

BAR 1

" x

"J" TYPE WATER

SEAL 2

" WIDE

THICK WITH

" DIA.

BULB (TYP)

4"

FLOW

PLATE

TOP

(STOPLOG "CAP" ONLY)

SS NUT

TACK WELD

TO PL

" Ø SS

FHMS @ 6"

(TYP)

BAR

" x

BAR

1" x

BAR

" x

" PL

BAR 1" x

BAR

" x

BAR 1" x

BAR 1

" x

BAR 1

" x

BAR

" x

WATER SEAL AT BOTTOM

WATER

SEAL AT

SIDE

BOTTOM CORNER

FLOW

" SKIN PL

1'-6

2"9" 10"

" R

(TYP)

SECTION E-E

" PL

SYM. ABOUT C

L

" PL

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STOPLOG DETAILS

DETAIL 1 - LIFTING ANCHOR

DETAIL 2 - LEAF SPRING

WATER SEAL DETAILS

1. HOLES FOR SEAL SCREWS IN RUBBER SEALS, SEAL CLAMP PLATE AND

SUPPORTING MEMBERS TO BE DRILLED TO MATCH IN THE SHOP.

2. ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) WELDS,

UNLESS SPECIFIED GROOVE WELD WITH SIZES.

3. ALL WELDS SHALL BE CONTINUOUS AND SEALED.

NOTES

AutoCAD SHX Text 1'

AutoCAD SHX Text 0"

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text

SCALE: 1-1/2''=1'-0''

AutoCAD SHX Text 2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3"

AutoCAD SHX Text 0"

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE: 6''=1'-0''

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

SCALE: 3''=1'-0''

AutoCAD SHX Text 1"

AutoCAD SHX Text 0"

AutoCAD SHX Text 1"

AutoCAD SHX Text

SCALE: 1"=1"

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