LWSC Large Lock Center Gate Replacement (Draft Plans).pdf

DRAFT

SHEET ID TITLE

01 GENERAL

G-001 TITLE, LOCATION AND VICINITY MAPS

G-002 DRAWING INDEX

07 STRUCTURAL

S-001 GENERAL MITER GATE FABRICATION NOTES

S-002 GENERAL CONTROL DIMENSIONS

S-101 GENERAL GATE ISOMETRICS

S-201 ELEVATION - DOWNSTREAM MITER GATE

S-202 ELEVATION - UPSTREAM MITER GATE

S-203 ELEVATION AND ISOMETRIC - SKIN PLATE

S-204 ELEVATION - INTERCOSTALS & DIAPHRAM

SA101 PLAN - TOP GIRDER G-1

SA102 PLAN - INTERMEDIATE GIRDERS

SA103 PLAN - BOTTOM GIRDER G-13

SA501 DETAILS - TYPICAL GIRDER

SA502 DETAILS - DIAPHRAM

SA503 DETAILS - BOTTOM GIRDER

SB001 ISOMETRIC - GUDGEON HOOD

SB501 DETAIL - GUDGEON HOOD

SB502 DETAILS - GUDGEON HOOD

SC002 ISOMETRIC - STRUT HOOD

SC201 DETAIL - STRUT HOOD ASSEMBLY

SC501 DETAILS - STRUT HOOD

SD001 ISOMETRIC - DIAGONALS

SD201 ELEVATION - DOWNSTREAM FACE OF MITER GATE

SD202 ELEVATION - DIAGONAL INSTALLATION

SD301 SECTIONS - DIAGONAL CONNECTIONS

SD501 DETAIL - DIAGONAL BARS

SD502 DETAILS - DIAGONALS

SD503 DETAILS - DIAGONALS

SE401 SECTIONS - GATE SECTION AT PINTLE

SE501 DETAIL AND ISOMETRICS - SHEAR KEY PINTLE SOCKET

SE502 DETAILS - PINTLE SOCKET

SE503 DETAIL - PINTLE SOCKET

SE504 DETAILS - PINTLE BALL AND BUSHING

SE505 DETAILS - PINTLE BALL

SF201 ELEVATION - GATE FENDERS

SF501 DETAIL - DOWNSTREAM FENDERS

SG001 ISOMETRIC - MITER GUIDE

SG501 DETAIL - MITER GUIDE RIGHT LEAF

SG502 DETAIL - MITER GUIDE RIGHT LEAF

SG503 DETAIL - MITER GUIDE RIGHT LEAF

SG510 DETAIL - MITER GUIDE LEFT LEAF

SG511 DETAIL - MITER GUIDE LEFT LEAF

SG512 DETAIL - MITER GUIDE LEFT LEAF

SH001 ISOMETRIC - QUOIN POST

SH501 DETAIL - TYPICAL GATE QUOIN BLOCK

SH502 DETAILS - TYPICAL MITER GATE QUOIN BLOCK

SH503 DETAILS - QUOIN SEAL

SI101 PLANS AND ISOMETRIC - MITER POST RIGHT & LEFT LEAVES

SI501 DETAIL - MITER GATE MITER BLOCK

SI502 DETAILS - TYPICAL MITER GATE MITER BLOCK

SI503 DETAILS - RIGHT MITER SEAL

SI504 DETAIL - MITER SEAL BEARING PL ON LEFT LEAF

SJ101 PLAN - BOTTOM SEAL

SJ501 DETAILS - BOTTOM SEAL

SJ502 DETAILS - BOTTOM SEAL CLAMPING BAR AND SHIMS

SJ503 DETAILS - BOTTOM MITER SEAL

SK001 ISOMETRIC - WALKWAY

SK002 ISOMETRIC - WALKWAY

SK003 ISOMETRIC - RAMP WALKWAY

SK101 PLAN - WALKWAY

SK102 PLAN - RAMP WALKWAY

SK201 ELEVATION - WALKWAY

SK301 SECTIONS - WALKWAY

SK501 DETAIL - PANEL WALKWAY

SK502 DETAIL - LEG STRUCTURE WALKWAY

SK503 DETAIL - LEG STRUCTURE WALKWAY

SK505 DETAIL - LEG STRUCTURE WALKWAY

SK507 DETAIL - MOUNT PLATE BRACKET WALKWAY

SK508 DETAIL - 6X14 BASE WITH TRIANGLE WALKWAY

SK511 DETAIL - OVERLAP PLATE PARTS WALKWAY

SK512 DETAIL - W6X12 LONGITUDINAL AND BASE PLATE WALKWAY

SK513 DETAIL - W6X12 LONGITUDINAL WALKWAY

STRUCTURAL (CONT'D)

SK514 DETAIL - MISCELLANEOUS L PIECES WALKWAY

SK515 DETAIL - TOE PLATE WALKWAY

SK516 DETAIL - TOE PLATE WALKWAY

SK517 DETAIL - C6X13 WALKWAY

SK518 DETAIL - GRATING WALKWAY

SK519 DETAIL - RAMP PARTS WALKWAY

SL501 DETAIL - LIFTING LUG

SM201 ELEVATION - DOWNSTREAM TIE OFFS

SM202 ELEVATION - UPSTREAM TIE OFFS

SM501 DETAILS - TIE OFFS AND PAD EYE

ST201 ELEVATION - TURNING FOOT

ST501 DETAIL - TURNING FOOT

ST502 DETAILS - TURNING FOOT

SZ530 DETAIL - MITER GATE RECESS LATCH

SZ531 DETAILS - MITER GATE LATCH

SHEET ID TITLE

01 GENERAL

G-001 OVERALL TITLE, LOCATION AND VICINITY MAPS

G-002 OVERALL DRAWING INDEX

G-003 OVERALL SITE AND ACCESS PLAN

G-004 GENERAL ABBREVIATIONS

G-005 GENERAL DRAWING SET LAYOUT

G-006 GENERAL NOTES AND ORIENTATION

05 CIVIL

C-001 CIVIL LEGEND, ABBREVIATIONS AND GENERAL NOTES

C-002 CIVIL CONSTRUCTION SITE LAYOUT

C-003 SURVEY CONTROL PLAN

CS101 CIVIL SITE PLAN

SHEET ID TITLE

01 GENERAL

G-001 VOLUME I COVER SHEET

G-002 VOLUME I DRAWING INDEX

03 SURVEY

V-110 PLAN MITER GATE ANCHORAGE BASELINE SURVEY

V-111 PLAN WALL QUOIN AND PINTLE BASE

V-112 PLAN OPERATING MACHINERY BASELINE SURVEY

07 STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

SD101 PLAN - DEMOLITION

SD150 PLAN AND ELEVATION - LAND WALL DEMOLITION

SD151 PLAN AND ELEVATION - RIVER WALL DEMOLITION

SD120 PLAN - PINTLE BASE DEMOLITION

SD310 SECTION - QUOIN BLOCK DEMOLITION

SD320 SECTION - PINTLE BASE DEMOLITION

S-101 PLAN - MITER GATE INSTALLATION

S-102 PLAN - MITER GATE INSTALLATION

S-110 PLAN AND ELEVATION - LAND WALL MITER GATE

S-111 PLAN - RIVER WALL MITER GATE INSTALLATION

S-120 PLAN AND ISOMETRIC - PINTLE BASE INSTALLATION

S-150 PLAN - ANCHORAGE BAR INSTALLATION LANDWALL

S-151 PLAN - ANCHORAGE BAR INSTALLATION RIVERWALL

S-160 PLAN - MITER GATE SILL

S-170 PLAN MITER GUIDE

S-171 PLAN - MITER BLOCK AND SEAL

S-172 PLAN - MITER GUIDE

S-210 ELEVATION - LAND WALL QUOIN BLOCK

S-301 SECTIONS - MITER GATE INSTALLATION

S-302 SECTIONS - MITER GATE INSTALLATION

S-310 SECTION - QUOIN BLOCK & SEAL PLATE INSTALLATION

S-320 SECTION - PINTLE BASE INSTALLATION

S-350 SECTIONS - ANCHORAGE BAR CONNECTION

S-360 SECTIONS - MITER GATE SILL

S-380 SECTION - RECESS LATCH SYSTEM

S-510 DETAIL - QUOIN BLOCK ASSEMBLY

S-511 DETAILS - WALL QUOIN BEARING BLOCK

S-512 DETAIL - WALL QUOIN EMBEDDED FRAME

S-513 DETAILS - WALL QUOIN

S-520 DETAIL - PINTLE BASE AND COLLAR ASSEMBLY

S-521 DETAILS - PINTLE BASE

S-523 DETAILS - PINTLE SEAL PLATE

S-550 DETAIL - ANCHORAGE BAR FABRICATION

S-551 DETAILS - ANCHORAGE BAR FABRICATION

S-552 DETAILS - ANCHORAGE BAR FABRICATION

S-553 DETAILS - ANCHORAGE BAR FABRICATION GUDGEON PIN COMPONENTS

S-554 DETAILS - ANCHORAGE BAR FABRICATION ANCHORAGE BAR COMPONENTS

S-555 DETAILS - EMBEDDED ANCHORAGE REHABILITATION

S-556 DETAILS - CHECK POST COVER PLATE SUPPORT AND REINFORCEMENT

S-560 DETAIL - OPERATING MACHINERY CONNECTION ASSEMBLY

S-561 DETAILS - OPERATING MACHINERY CONNECTION

S-570 DETAIL AND ISOMETRIC - PROXIMITY SENSOR

S-580 DETAILS RECESS LATCH SYSTEM

15 ELECTRICAL

E-001 GENERAL ELECTRICAL NOTES

E-102 PLAN - EXISTING ELECTRICAL LAND WALL

E-103 PLAN - EXISTING ELECTRICAL RIVER WALL

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File Path: C:\Users\b5ecdjaa\Documents\_VaultWork\Designs\Civil Works\Lake Washington Ship Canal\Chittenden\2019 Large Lock Center Miter Gate Replacement\Drawings\PRELIM-G-004.dwg

Plot Date: 11/27/2019 3:47:51 PM

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AB ANCHOR BOLT

ADDL ADDITIONAL

ADJ ADJUSTABLE OR ADJACENT

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT, -URAL, -URE

ASTM AMERICAN SOCIETY OF TESTING

AND MATERIALS

AVG AVERAGE

AWS AMERICAN WELD SOCIETY

D DEPTH

DAS DEFORMED ANCHOR STUD

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DS DOWNSTREAM

DTL DETAIL

DWG DRAWING

DWL DOWEL

f'c CONCRETE COMPRESSIVE STRENGTH

FCM FRACTURE CRITICAL MEMBER

FD FLOOR DRAIN

FIN FINISH

FLR FLOOR

FND FOUNDATION

FOB FACE OF BUILDING

FOW FACE OF WALL

FR FRAMING

FT FOOT

FTG FOOTING

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORMS

ID INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCH

INT INTERIOR

ISO JNT ISOLATION JOINT

HCA HEADED CONCRETE ANCHOR

HDAB HEADED ANCHOR BOLT

HDR HEADER

HORIZ HORIZONTAL

HT HEIGHT OR HEAT TREAT

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YD YARD

I

QTY QUANTITY

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

US UPSTREAM

UTIL UTILITY

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JBOX JUNCTION BOX

JST JOIST

JT JOINT

KSI KIPS PER SQUARE INCH

(N) NEW STRUCTURAL MEMBER

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PL PLATE

PMJF PRE-MOLDED JOINT FILLER

PRELIM PRELIMINARY

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

SYMBOLS

@ AT

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MAN HOLE

MIL ONE THOUSANDTH OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MJ MONOLITH JOINT

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GEN GENERAL OR GENERATOR

GR GRADE

GYP GYPSUM BOARD

LB, LBS OR # POUND(S)

LF LINEAR FEET

LH LEFT HAND

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

SCHED SCHEDULE

SEC SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SLNT SEALANT

SLV ANCH SLEEVE ANCHOR

SP SPACE(S)

SPEC SPECIFICATION(S)

SPEC'D SPECIFIED

SQ SQUARE

SQ YD SQUARE YARD

STA STATIONING

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

R OR RAD RADIUS

RCMU REINFORCED CONCRETE MASONRY

UNIT

REC RECESSED

REF REFERENCE

REINF REINFORCING, -ED, -MENT

REQ'D REQUIRED

REV REVISION OR REVISED

RH RIGHT HAND OR ROOF HATCH

RO ROUGH OPENING

(E) EXISTING

EA EACH

EF EACH FACE

EJ OR EXP JT EXPANSION JOINT

EL OR ELEV ELEVATION

EMBED EMBEDDED

ENCL ENCLOSURE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQ SPA EQUAL SPACE

EQUIP EQUIPMENT

ETC ETCETERA

EXC EXCAVATE

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

EW EACH WAY

C/C CENTER TO CENTER

C OR CH CHANNEL

CAP CAPACITY

CEA CONCRETE EXPANSION ANCHOR

CIPC CAST IN PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CENTER LINE

CL CLEAR, -ANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUE OR CONTINUOUS

COR CONTRACTING OFFICER

CP CHECKPOST

CRES CORROSION RESISTANT STEEL

CTB COUNTERBORE

CTSK COUNTERSINK

CY CUBIC YARD

C

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TEMP TEMPERATURE

T.O. TOP OF

T&B TOP AND BOTTOM

TOC TOP OF COLUMN

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

B BENT

BC BOLT CENTER

BHN BRINNELL HARDNESS

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BP BASE PLATE

BRG BEARING

BS BOTH SIDES

BTM BOTTOM

BTWN BETWEEN

PRELIM

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File Path: C:\Users\b5ecdjaa\Documents\_VaultWork\Designs\Civil Works\Lake Washington Ship Canal\Chittenden\2019 Large Lock Center Miter Gate Replacement\Drawings\PRELIM-G-005.dwg

Plot Date: 11/27/2019 3:49:27 PM

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DRAWING SET LAYOUT

1. THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE

DRAWING SET. THE INTENT OF THIS SHEET IS TO PROVIDE A

DESCRIPTIVE OVERVIEW OF THE DRAWING SET TO ALLOW

THE CONTRACTOR TO MORE EASILY NAVIGATE THRU THE SET.

2. THE PLAN SET IS DIVIDED INTO DRAWING REFERENCE SETS,

WITH SUBCOMPONENT SHEETS UNDER THE DRAWING

REFERENCE SET.

3. IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR

SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT

HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK

CONTAINS THE FOLLOWING INFORMATION:

A. THE DRAWING SET REFERENCE INDICATES THE VOLUME

OF WORK DETAILED IN THAT DRAWING PACKAGE.

B. EACH SHEET WITHIN THE DRAWING REFERENCE SET WILL

HAVE A UNIQUE SHEET NUMBER, WITH EACH PLACEHOLDER

HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY

BE DUPLICATED BETWEEN VOLUMES, SO PARTICULAR

ATTENTION MUST BE PAID TO THE DRAWING SET REFERENCE.

C. THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS

THE ENGINEERING DISCIPLINE WHICH THE SHEET WAS

DEVELOPED BY.

D. THE SECOND PLACEHOLDER WITHIN THE SHEET NUMBER

IS THE SUBCOMPONENT. THE DRAWING SET REFERENCE

IS BROKEN INTO SUBCOMPONENTS, DESIGNATED BY AN

ARBITRARY LETTER IMMEDIATELY FOLLOWING THE

DISCIPLINE INDICATOR. THE USE OF SUBCOMPONENTS IS

TO BREAK PLANS/SECTIONS/DETAILS INTO DISCERNIBLE

AREAS OF WORK TO BETTER RELAY THE REQUIRED WORK

IN THAT AREA.

WITHIN EACH SUBCOMPONENT, INDIVIDUAL FABRICATIONS

ARE BROKEN DOWN FURTHER BASED ON SHEET SEQUENTIAL

NUMBERS. FOR EXAMPLE, IF A FABRICATION IS SHOWN ON

S-110, THEN THE SECTIONS ARE SHOWN ON S-310 AND

DETAILS ON S-510. THIS DOES NOT NECESSARILY HOLD TRUE

FOR EVERY SHEET, BUT IN GENERAL FOLLOWS THIS CONCEPT.

E. THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR,

WHICH FOLLOWS THE NATIONAL CAD STANDARDS.

SHEET TYPE DESIGNATORS ARE SHOWN ON THIS SHEET.

F. THE FINAL TWO PLACEHOLDERS ARE THE SEQUENTIAL

NUMBER OF THE SHEET.

0 - GENERAL

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

OR SECTIONS THAT ARE NOT DETAILS)

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

PHOTOGRAPHS)

DRAWING SET LAYOUT

Sx101

Sheet ID

DRAWING SET

SHEET NUMBER WITHIN DRAWING SET

SEQUENTIAL NUMBER

SHEET TYPE DESIGNATIONS

DISCIPLINE (STRUCTURAL, MECHANICAL,

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC.)

DRAWING SET

SUBCOMPONENT (A THRU K)

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File Path: C:\Users\b5ecdjaa\Documents\_VaultWork\Designs\Civil Works\Lake Washington Ship Canal\Chittenden\2019 Large Lock Center Miter Gate Replacement\Drawings\PRELIM-G-006.dwg

Plot Date: 11/27/2019 3:53:19 PM

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US Army Corps of Engineers ®

95% DESIGN SUBMITTAL

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GENERAL NOTES

1. GOVERNMENT UTILITIES (WATER, FUEL, ETC.) AND EQUIPMENT

(CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO THE

CONTRACTOR. ELECTRICAL UTILITIES WILL BE MADE AVAILABLE

TO THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATION.

2. WATER ELEVATIONS AT THE LOCK FLUCTUATE ON AN HOURLY BASIS

WITH TIDAL FLUCTUATION. THE GOVERNMENT CANNOT ADJUST DAM GATE

SETTINGS TO ACCOMMODATE.

3. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY

FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS

CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE

DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY

REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE

NOT PRINTED TO SCALE.

4. THE DIMENSIONS, STATIONS, ELEVATIONS AND FEATURES ARE BASED ON

THE REFERENCE DRAWINGS SUPPLEMENTED BY FIELD SURVEY AND SHALL

BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE

FOR CONFIRMING ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK.

EXISTING FEATURES AT THE LOCK MAY BE OUT OF PLUMB, BE SLIGHTLY OFF

IN LOCATION, OR SLIGHTLY OFF DIMENSIONALLY FROM THAT INDICATED ON

THE DRAWINGS AND AS-BUILTS. CONTRACTOR IS RESPONSIBLE FOR MINOR

MATERIALS AND ADJUSTMENTS TO INCLUDE SHIMS AND GRINDING

NECESSARY FOR FITTING AND SEALING FORMWORK, COFFERDAMS, AND

AFFIXING NEW FEATURES TO EXISTING STRUCTURES.

5. THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY

USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL

QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY

THE LOCKMASTER.

6. THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE

CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.

CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING

TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,

CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL

TO CONDUCT LOCK OPERATIONS.

7. NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS

DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED

DURING LOCKAGE OF VESSELS CONTAINING FLAMMABLE PRODUCTS. SEE

SPECIFICATIONS.

8. CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE

NAVIGATION CLOSURE PERIOD.

9. LEAD-BASED PAINT IS PRESENT ON THE EXISTING ARMOR AND

EXISTING MITER GATES. ALL WORK AREAS WITH LEAD-BASED

PAINT SHALL BE CONDUCTED IN ACCORDANCE WITH THE

SPECIFICATIONS.

10. SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS

DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE

MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION

AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH

UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL

NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED

CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH

WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE

SHEAR. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.

11. CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL ARMOR,

ANCHORS, REINFORCING, EMBEDDED METALS, ETC. PRIOR TO

ERECTION OF CONCRETE FORMWORK. ALL OF THESE COMPONENTS

SHALL BE SEPARATE FROM CONCRETE FORMWORK.

12. EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY

LEAK VARIOUS AMOUNTS OF WATER. IT IS THE CONTRACTORS

RESPONSIBILITY TO CONTROL THIS LEAKAGE FOR DEWATERING OF

COFFERDAMS AND CONCRETE PLACEMENT.

13. CONTRACTOR SHALL PROVIDE MEANS TO CAPTURE CONCRETE AND

OTHER MATERIAL REMOVED FROM THE LOCK BEFORE IT ENTERS THE RIVER.

14. UTILITIES NOT SHOWN IN THESE PLANS MAY BE ENCOUNTERED DURING

CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY,

AS REQUIRED BY LAW, TO FOLLOW THE PROPER NOTIFICATION/LOCATE

PROCEDURE PRIOR TO EXCAVATION. ANY DAMAGE CAUSED BY THE

CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

THE CONTRACTOR SHALL RELOCATE AND RESTORE SUCH UTILITIES AS

REQUIRED AND APPROVED BY THE CONTRACTING OFFICER.

15. REMOVAL OF LOCK OPERATING EQUIPMENT PRIOR TO LOCK CLOSURE

REQUIRES WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

16. "REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"

INDICATES TO REUSE EXISTING.

17. CONTRACTOR TO STAKE OUT ALL STAGING AREAS PRIOR TO USE TO ENSURE

THERE ISN'T ENCROACHMENT ON PROPERTY NOT OWNED BY USACE. UPON

COMPLETION OF STAGING AREA USE, THE CONTRACTOR IS RESPONSIBLE

FOR RETURNING THE STAGING AREAS TO THEIR PRE-CONSTRUCTION CONDITION.

18. DURING ALL COMPONENT COMMISSIONING, THE COMMISSIONING SPECIALIST MUST BE

PRESENT ON-SITE AND DIRECTLY INVOLVED WITH THE PROCESS. THESE

COMMISSIONING EVENTS INCLUDE, BUT ARE NOT LIMITED TO: TESTING, ADJUSTING,

AND BALANCING.

19. NO CONCRETE REMOVAL OPERATIONS, INCLUDING SAWCUTTING AND CORING,

SHALL BE PERFORMED PRIOR TO THE OPERATING MACHINERY ROD BEING

DISCONNECTED FROM DECOMMISSIONED MITER GATE, DECOMMISSIONED

MITER GATES REMOVED, CYLINDER ROD RETRACTED INTO THE OPERATING

MACHINERY ROOM, AND ALL OPERATING MACHINERY COMPONENTS FROM DAMAGE.

R

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A

F L

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A

F

F L O

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80'-0"

ORIENTATION

C-001

J

B A

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C H

E C

K E

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B A

R R

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A L N

O T

IV

IL

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A B

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6"

18"

FIRE SUPPRESSION WATER LINE & PIPE SIZE

XX

C-304

XX

C-502

N

0 10' 20'

GENERAL NOTES:

CIVIL NOTES

ABBREVIATIONS LEGEND

WWF

WSDOT

W.S.

VAR

TYP

TOC, TC

THK

TEMP

S1

STD

STCJ

STA

SQ.

SPEC.

SLP

SECT

SE

SCH

REQD

R

PVMT

PT

PSI

PIV

PCC

POE

POB

OHP

OD

OC

NTS

NIC

NFS

NAVD

NAD

N

MISC

MIN

MAX

MH

LG

LF

L

JBLM

IN

IE

FW

FT

FL

FIG

FG

FFE

FES

FC

EXIST, EX

EW

ELEV, EL

EJ

E

DIP

DIA

DCJ

CTR

COR

CO

CJTB

CC

CB

BOC

BLDG NO.

B.C.

AC

UTILITY NOTES:

PCC PAVEMENT

AC PAVEMENT

BIORETENTION CELL

CURB AND GUTTER

RIBBON CURB

SANITARY MANHOLE

CLEAN OUT

CATCH BASIN

OIL/WATER SEPARATOR

POST INDICATOR VALVE

FIRE HYDRANT

CONIFER TREE

DECIDUOUS TREE

VEGETATION LINE

BOLLARD

CURB CUT

GATE VALVE

O/W/S

CB

S

D

CO

TAPPING SLEEVE AND VALVE

CC

FIRE DEPARTMENT CONNECTION

DRAFTING

NORTH ARROW

DIRECTION OF VIEW

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE SECTION/DETAIL IS PLACED

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE DETAIL IS PLACED

(FEET)

GRAPHIC SCALE

LINE TYPES

EXISTING GRADE

PROPOSED GRADE

CONSTRUCTION LIMITS

WATER LINE & PIPE SIZE

SANITARY SEWER LINE & PIPE SIZE

STORM DRAIN LINE & PIPE SIZE

GAS LINE AND PIPE SIZE

CENTERLINE

W W

FF

SS SS

SDSD

G G

6"

6"

6"

GRADING LIMITS

CONVEYANCE DITCH

STORM DRAIN MANHOLE

SPOT ELEVATION

WELDED WIRE FABRIC

TRANSPORTATION

DEPARTMENT OF

WASHINGTON STATE

WATER SURFACE

VARIES

TYPICAL

TOP OF CURB

THICK

TEMPORARY

NUMBER

AND MONUMENT AND

LAYOUT SURVEY CASE

STANDARD

CONTRACTION JOINT (TYP)

SAWED TRANSVERSE

STATION

SQUARE

SPECIFICATION

SLOPE

SECTION

SPOT ELEVATION

SCHEDULE

REQUIRED

RADIUS OF CURVE, REINFORCED PANEL

PAVEMENT

PHYSICAL TRAINING

POUNDS PER SQUARE INCH

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

POINT OF ENDING

POINT OF BEGINNING

OVERHEAD POWER POLE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NON-FROST SUSCEPTIBLE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MISCELLANEOUS

MINIMUM

MAXIMUM

MANHOLE

LONG

LINEAL FOOT/FEET

LENGTH OF CURVE

JOINT BASE LEWIS McCHORD

INCH/INCHES

INVERT ELEVATION

FIRE WATER

FEET/FOOT

FLOWLINE

FIGURE

FINISHED GRADE

FINISHED FLOOR ELEVATION

FLARED END SECTION

FACE OF CURB

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

EAST

DUCTILE IRON PIPE

DIAMETER

DOWELED CONSTRUCTION JOINT ( TYP)

CENTER

OFFICER REPRESENTATIVE

USACE CONTRACTING

CLEAN OUT

W/ TIE BARS. FREE EDGE PANELS

LONGITUDINAL CONTRACTION JOINT

CURB CUT

CATCH BASIN

BOTTOM OF CURB

BUILDING NUMBER

BIORETENTION CELL

ASPHALT CONCRETE

DOCUMENTS.

UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION

DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION,

RESTORATION OF ALL EXISTING FEATURES DISTURBED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL 7.

STABILIZED CONSTRUCTION ENTRANCES.

SITE ACCESS DURING CONSTRUCTION IS LIMITED TO 6.

UNLESS OTHERWISE NOTED.

TO HORIZONTALLY AND VERTICALLY PROJECTED PLANES

IN THE SPECIFICATIONS SHALL BE INTERPRETED TO REFER

ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED 5.

SITE UTILITIES DURING CONSTRUCTION.

PROTECTING AND PRESERVING THE INTEGRITY OF EXISTING

AVOID DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR

UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO

CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL

UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE

THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING 4.

COST TO THE OWNER.

FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE 3.

PERFORMING ANY EXCAVATION.

JBLM DEPARTMENT OF PUBLIC WORKS PRIOR TO

CONTRACTOR MUST SUBMIT A DIG PERMIT APPLICATION WITH

LOCATES IS: 1-800-424-5555. ADDITIONALLY, THE

LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY

NO EXCAVATION MAY BEGIN UNTIL THE TIME STATED ON THE

CHAPTER 19.122 RCW – UNDERGROUND UTILITIES.

CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:

THROUGH THE STATE OF WASHINGTON UTILITY NOTIFICATION

SUBMIT A UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG)

BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL 2.

RESPECT TO THE PLANS.

THE CORPS OF ENGINEERS OF ANY DISCREPANCIES WITH

BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD 1.

6"

18"

FIRE SUPPRESSION WATER LINE & PIPE SIZE

XX

C-304

XX

C-502

N

0 10' 20'

GENERAL NOTES:

CIVIL NOTES

ABBREVIATIONS LEGEND

WWF

WSDOT

W.S.

VAR

TYP

TOC, TC

THK

TEMP

S1

STD

STCJ

STA

SQ.

SPEC.

SLP

SECT

SE

SCH

REQD

R

PVMT

PT

PSI

PIV

PCC

POE

POB

OHP

OD

OC

NTS

NIC

NFS

NAVD

NAD

N

MISC

MIN

MAX

MH

LG

LF

L

JBLM

IN

IE

FW

FT

FL

FIG

FG

FFE

FES

FC

EXIST, EX

EW

ELEV, EL

EJ

E

DIP

DIA

DCJ

CTR

COR

CO

CJTB

CC

CB

BOC

BLDG NO.

B.C.

AC

UTILITY NOTES:

PCC PAVEMENT

AC PAVEMENT

BIORETENTION CELL

CURB AND GUTTER

RIBBON CURB

SANITARY MANHOLE

CLEAN OUT

CATCH BASIN

OIL/WATER SEPARATOR

POST INDICATOR VALVE

FIRE HYDRANT

CONIFER TREE

DECIDUOUS TREE

VEGETATION LINE

BOLLARD

CURB CUT

GATE VALVE

O/W/S

CB

S

D

CO

TAPPING SLEEVE AND VALVE

CC

FIRE DEPARTMENT CONNECTION

DRAFTING

NORTH ARROW

DIRECTION OF VIEW

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE SECTION/DETAIL IS PLACED

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE DETAIL IS PLACED

(FEET)

GRAPHIC SCALE

LINE TYPES

EXISTING GRADE

PROPOSED GRADE

CONSTRUCTION LIMITS

WATER LINE & PIPE SIZE

SANITARY SEWER LINE & PIPE SIZE

STORM DRAIN LINE & PIPE SIZE

GAS LINE AND PIPE SIZE

CENTERLINE

W W

FF

SS SS

SDSD

G G

6"

6"

6"

GRADING LIMITS

CONVEYANCE DITCH

STORM DRAIN MANHOLE

SPOT ELEVATION

WELDED WIRE FABRIC

TRANSPORTATION

DEPARTMENT OF

WASHINGTON STATE

WATER SURFACE

VARIES

TYPICAL

TOP OF CURB

THICK

TEMPORARY

NUMBER

AND MONUMENT AND

LAYOUT SURVEY CASE

STANDARD

CONTRACTION JOINT (TYP)

SAWED TRANSVERSE

STATION

SQUARE

SPECIFICATION

SLOPE

SECTION

SPOT ELEVATION

SCHEDULE

REQUIRED

RADIUS OF CURVE, REINFORCED PANEL

PAVEMENT

PHYSICAL TRAINING

POUNDS PER SQUARE INCH

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

POINT OF ENDING

POINT OF BEGINNING

OVERHEAD POWER POLE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NON-FROST SUSCEPTIBLE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MISCELLANEOUS

MINIMUM

MAXIMUM

MANHOLE

LONG

LINEAL FOOT/FEET

LENGTH OF CURVE

JOINT BASE LEWIS McCHORD

INCH/INCHES

INVERT ELEVATION

FIRE WATER

FEET/FOOT

FLOWLINE

FIGURE

FINISHED GRADE

FINISHED FLOOR ELEVATION

FLARED END SECTION

FACE OF CURB

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

EAST

DUCTILE IRON PIPE

DIAMETER

DOWELED CONSTRUCTION JOINT ( TYP)

CENTER

OFFICER REPRESENTATIVE

USACE CONTRACTING

CLEAN OUT

W/ TIE BARS. FREE EDGE PANELS

LONGITUDINAL CONTRACTION JOINT

CURB CUT

CATCH BASIN

BOTTOM OF CURB

BUILDING NUMBER

BIORETENTION CELL

ASPHALT CONCRETE

DOCUMENTS.

UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION

DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION,

RESTORATION OF ALL EXISTING FEATURES DISTURBED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL 7.

STABILIZED CONSTRUCTION ENTRANCES.

SITE ACCESS DURING CONSTRUCTION IS LIMITED TO 6.

UNLESS OTHERWISE NOTED.

TO HORIZONTALLY AND VERTICALLY PROJECTED PLANES

IN THE SPECIFICATIONS SHALL BE INTERPRETED TO REFER

ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED 5.

SITE UTILITIES DURING CONSTRUCTION.

PROTECTING AND PRESERVING THE INTEGRITY OF EXISTING

AVOID DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR

UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO

CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL

UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE

THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING 4.

COST TO THE OWNER.

FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE 3.

PERFORMING ANY EXCAVATION.

JBLM DEPARTMENT OF PUBLIC WORKS PRIOR TO

CONTRACTOR MUST SUBMIT A DIG PERMIT APPLICATION WITH

LOCATES IS: 1-800-424-5555. ADDITIONALLY, THE

LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY

NO EXCAVATION MAY BEGIN UNTIL THE TIME STATED ON THE

CHAPTER 19.122 RCW – UNDERGROUND UTILITIES.

CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:

THROUGH THE STATE OF WASHINGTON UTILITY NOTIFICATION

SUBMIT A UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG)

BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL 2.

RESPECT TO THE PLANS.

THE CORPS OF ENGINEERS OF ANY DISCREPANCIES WITH

BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD 1.

(253) 833-2343PHONECENTURYLINK COMM.

(425) 392-6412NATURAL GAS PUGET SOUND ENERGY

(800) 424-5555 ONE CALL CALL-BEFORE-YOU-DIG

PHONEUTILITYCOMPANY

(253) 833-2343PHONECENTURYLINK COMM.

(425) 392-6412NATURAL GAS PUGET SOUND ENERGY

(800) 424-5555 ONE CALL CALL-BEFORE-YOU-DIG

PHONEUTILITYCOMPANY

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CIVIL CONSTRUCTION LAYOUT

A1

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BLDG

ADMIN

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CAVANAUGH

NURSERY

N.W. 54

TH STREET

30 FT x 150 FT

SMALL LOCK

LOCK CHAMBER

LOWER LARGE

80 FT x 825 FT

LOCK CHAMBER

UPPER LARGE

RESTROOMS

PUGET SOUND

AND CARL S. ENGLISH GARDENS

HIARM M. CHITTENDEN LOCKS ACCESS

EXISTING

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CONSTRUCTION. SEE SPECS.

SERVICES WITH COR PRIOR TO

SUPPLY, SEWER, AND OTHER REQUIRED

MEDICAL STATION, DOMESTIC WATER

2. COORDINATE HAUL ROUTE, EMERGENCY

SITE CONDITIONS.

1. CONTRACTOR TO FIELD VERIFY CURRENT

REPLACEMENT

LOCK CENTER GATE

LLCGR LARGE

FY20 P2-478297

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STAGING AREA

MOORAGE

80 FT. x 200 FT.

STAGING AREA

MOORAGE

80 FT. x 200 FT.

STAGING AREA

MOORAGE

35 F T . x 195 F

T

B A R

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35 F T . x 195 F

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35 FT. x 195 FT.

BARGE

35 FT. x 195 FT.

BARGE

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ESERVATION

BOUNDARY U.S

. RESERVATION

BOUNDARY U.S. RESERVATION

BOUNDARY U.S. RESERVATION

SMALL LOCK

PK

COMMODORE PARK

19.1

19.2

19.2

19.1

SIGN

C-003

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SURVEY MARKER - LOCKS 1

D6 NOT TO SCALE

SURVEY MARKER - LOCKS 2

D9

NOT TO SCALE

SURVEY MARKER - CEPD-1

A6 NOT TO SCALE

DATUM PLANES VICINITY

A9

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SURVEY CONTROL PLAN

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CONSTRUCTION LIMITS

CONSTRUCTION LIM

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SURVEY NOTES:

BASED ON GPS SURVEY

MOVED TO SPCP 28-JUN-05

CADD DATE 14-SEPT-1992

1929 GA., SA., 47.

VERTICAL CONTROL BASED ON N.G.V.D.

STATE PLANE COORDS, NAD83.

HORIZONTAL CONTROL BASED ON WASH.

BOOKS 1-5 OF .

FIELD BOOK FILE NO. 22-117,

PERFORMED 6-10 FEB., 1992.

SUPPLEMENTED BY FIELD SURVEY

FLOWN 2-SEPT-1991

MAP COMPILED FROM AERIAL PHOTOGRAPHY

LAKE WASHINGTON SHIP CANAL

HIRAM CHITTENDEN LOCKS

COE MON

EL.19.11

E 1,255,420.548

N 246,675.023

POINT #LOCKS1COE MON

EL.19.15

E 1,254,843.038

N 246,901.630

POINT #LOCKS2

CEPD-01

A6

C-003

D9

C-003

D6

C-003

PK NAIL

EL. 21.91

E 1,255,533.815

N 247,097.717

POINT #2

NAVD88 = 59.79 NGS PUBLISHED

VERTICALS BASED ON "HOOK RM 1"

ELLIPSOID HEIGHT = -53.020

SEAT B

ELLIPSOID HEIGHT = -10.770

CORS SEAW

BASED ON A FAST STATIC SURVEY USING

ELLIPSOID HEIGHT = -53.64

MLLW (LOCK DATUM) = 26.06

MLLW (NOS) = 25.16

NGVD 29 ELEV = 19.24

NAVD 88 ELEV = 22.81

E 1,254,910.732

N 246,875.094

IT IS 6.97' FROM FACE OF THE LOCKS

IS CHISELLED "+" ON A BOLT IN CONCRETE

POINT 1

ELLIPSOID HEIGHT = -53.60

MLLW (LOCK DATUM) = 25.99

MLLW (NOS) = 25.09

NGVD 29 ELEV = 19.26

NAVD 88 ELEV = 22.83

E 1,255,420.547

N 246,675.022

IT IS 6.56' FROM THE FACE OF THE LOCKS

IS A 3.25" COE BRASS DISK WITH "BM LOCKS 1972"

POINT 3

SURVEY NOTES:

A2 A4

A2

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BUILDING

ADMINISTRATION

2. SEE STRUCTURAL PLANS

VERIFICATION BY THE CONTRACTOR.

PHOTOGRAPHY, SUBJECT TO FIELD

1. MAP COMPILED FROM RECENT AERIAL

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DATE AND TIME PLOTTED: 2/28/2020 DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Lake Washington Ship Canal, WA\FY20 P2-478297 LLCGR - LARGE LOCK CENTER GATE REPLACEMENT\Current_Phase\Con_Docs\CAD_Sheets\General\G-001 - TITLE, LOCATION AND VICINITY MAPS of Engineers US Army Corps

Seattle District

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

HIRAM M. CHITTENDEN LOCKS,

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PLAN - MITER GATE ANCHORAGES

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

GENERAL SHEET NOTES

1. THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE

BASELINE LOCATION OF THE EXISTING MITER GATE

ANCHORAGES.

MEASURMENTS SHALL BE TAKEN PRIOR TO THE

COMMENCEMENT OF ANY WORK. THE REQUIREMENTS

SHOWN MAY NOT REFLECT ALL NECESSARY DIMENSIONS

REQUIRED TO RESET ANCHORAGE COMPONENTS.

CONTRACTOR SHALL DETERMINE AND SURVEY ALL

DIMENSIONS REQUIRED TO RESET ANCHORAGE

COMPONENTS.

2. HORIZONTAL CONTROL IS BASED ON WASHINGTON STATE

PLANE COORDINATES NAD 83.

VERTICAL CONTROL BASED ON NGVD 1929 GA., SA, 47.

3. ALL DATA SHALL BE REPORTED IN NGVD 1929 DATUM.

4. A LICENSED SURVEYOR SHALL PERFORM THE WORK

DESCRIBED ON THE SHEET.

5. THE CONTRACTOR SHALL GEOSPATIALLY LOCATE

NORTHING/EASTING/ELEVATION COORDINATES FOR

INFORMATION DESCRIBED ON THIS SHEET. ALL POINT

FILES SHALL INCLUDE THE FOLLOWING INFORMATION:

PROJECT NAME, SURVEY DATES, UNITS IN U.S. SURVEY FEET,

HORIZONTAL DATUM IN NAD83 ILLINOIS WEST, AND VERTICAL

DATUM IN NGVD 29 USING GEOID 12B

6. ALL SURVEY INFORMATION SHALL BE SUBMITTED TO THE

GOVERNMENT WITHIN 30 DAYS OF THE COMPLETION OF THE

SURVEY. ALL SURVEY INFORMATION SUBMITTED SHALL

INCLUDE THE FOLLOWING INFORMATION:

PROJECT NAME

SURVEY DATES

UNITS

HORIZONTAL AND VERTICAL DATUMS

GEOID USED.

7. THERE ARE TWO MITER GATE ANCHORAGE AREAS WHICH

REQUIRE BASELINE SURVEYS. ONE ANCHORAGE AREA ON

THE LANDWALL AND ONE ON THE RIVERWALL.

8. THE PLAN VIEW SHOWN IS FOR THE LAND WALL

CONFIGURATION, THE RIVERWALL IS OPPOSITE HAND.

9. LOCATE CENTER OF HANDRAIL POSTS 20'-0" OF THE WORK

AREA.

10. LOCATE CENTER OF FALL ARREST SYSTEM POSTS AND

BEAM SPLICES WITHIN 20'-0" OF THE WORK AREA.

11. SURVEY WORK SHALL BE PERFORMED WHEN THERE

IS NO HEAD ON THE MITER GATE.

SHEET KEYNOTES

1. CONTRACTOR SHALL INSTALL NEW CONTROL POINT

OUTSIDE OF CONCRETE REMOVAL LIMITS, BUT WHICH

WILL STILL BE ACCESSIBLE DURING INSTALLATION OF

NEW COMPONENTS.

2. TOP OF WALL ELEVATION

3. RECESS ELEVATION

4. LOCATE CENTER OF ANCHORAGE PINS

5. LOCATE CENTER OF GUDGEON PIN

6. DETERMINE DISTANCE BETWEEN GUDGEON PIN AND

ANCHORAGE PIN

7. ELEVATION OF TOP ANCHORAGE CONNECTION CASTING

8. LOCATE CENTER OF SNUBBING POST

0 1' 2' 4'

2 3 4 5 6 7 8 9

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GENERAL SHEET NOTES

SURVEY OF EXISTING WALL QUOIN AND PINTLE BASE AFTER

GATE REMOVAL BUT PRIOR TO DEMOLITION:

1. PERFORM SURVEY IN-THE-DRY WITHIN 2 DAYS AFTER

LOCALIZED COFFERDAM HAS BEEN PLACED.

2. SUBMIT SURVEY PLAN FOR GOVERNMENT APPROVAL FOR

SURVEYING LOCATION AND ALIGNMENT OF THE WALL

QUOIN AND PINTLE BASE.

3. SURVEY REQUIRED ON BOTH THE LAND WALL AND THE

RIVER WALL.

4. AFTER COMPLETION OF THE WORK SHOWN ON THIS

PAGE, SUBMIT THE INFORMATION TO GOVERNMENT

FOR REVIEW, THE GOVERNMENT WILL BE ALLOWED 2

DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR

THE LOCATION OF THE WALL QUOINS AND PINTLE BASES.

SHEET KEYNOTES

1. LOCATION AND ELEVATION OF CENTER OF PINTLE BASE.

2. LOCATION AND ELEVATION OF 16 POINTS ON THE PINTLE

BASE.

3. LOCATION OF EMBEDDED WALL QUOIN CONTACT BLOCK

AT ONE FOOT INTERVALS ALONG THE HEIGHT OF THE

QUOIN.

A1

PLAN - WALL QUOIN AND PINTLE BASE

SCALE : 3" = 1'-0"

0 3" 6" 9"

12"

(EL. 130)

(EL. 72.5)

(EL. 72.70)

2 3 4 5 6 7 8 9

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PLAN - MITER GATE OPERATING MACHINERY

SCALE : 3/8" = 1'-0"

0 2' 4' 6'

GENERAL SHEET NOTES

1. THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH

THE BASELINE LOCATION OF EXISTING MITER GATE

OPERATING MACHINERY COMPONENTS. MEASUREMENTS

SHALL BE TAKEN PRIOR TO COMMENCEMENT OF ANY

WORK. THE REQUIREMENTS SHOWN MAY NOT REFLECT

ALL NECESSARY DIMENSIONS REQUIRED TO REPLACE

ALL OF THE MACHINERY COMPONENTS.

2. ALL INFORMATION SHALL BE PROVIDED IN THE NGVD 29

DATUM.

3. A LICENSED SURVEYOR SHALL PERFORM THE WORK

DESCRIBED ON THIS SHEET.

4. THE CONTRACTOR SHALL GEOSPATIALLY LOCATE

NORTHING/EASTING/ELEVATION COORDINATES

FOR INFORMATION DESCRIBED ON THIS SHEET. ALL

POINT FILES SHALL INCLUDE THE FOLLOWING

INFORMATION:

PROJECT

COORDINATE SYSTEM

ZONE

PROJECT DATUM

VERTICAL DATUM

GEOID

COORDINATE UNITS

DISTANCE UNITS

FIELD BOOK

5. ALL SURVEY INFORMATION SHALL BE SUBMITTED TO THE

GOVERNMENT WITHIN 30 DAYS OF THE COMPLETION OF

THE SURVEY. ALL SURVEY INFORMATION SUBMITTED SHALL

INCLUDE THE FOLLOWING INFORMATION:

PROJECT NAME, SURVEY DATES, UNITS, HORIZONTAL AND

VERTICAL DATUMS, AND GEOID USED.

6. THERE ARE TWO MITER GATE MACHINERY AREAS WHICH

REQUIRE BASELINE SURVEYS. ONE MACHINERY AREAS ON

THE LAND WALL AND ONE AREA ON THE RIVER WALL.

7. PLAN VIEW SHOWN IS FOR THE LAND WALL, RIVER WALL IS

OPPOSITE HAND.

8. THERE IS STEEL TREAD PLATE WHICH COVERS THIS

MACHINERY, AND NOT SHOWN FOR CLARITY.

9. KEYNOTE ITEMS 1, 5, AND 7 ARE BELOW TOP OF LOCKWALL.

SHEET KEYNOTES

1. LOCATION AND ELEVATION OF CONNECTION PIN WHEN

MITER GATE IS IN RECESS.

2. LOCATION AND ELEVATION OF CONNECTION PIN WHEN

MITER GATE IS MITERED .

3. LENGTH OF EXPOSED ROD WHEN GATE IN RECESS.

4. LENGTH OF EXPOSED ROD WHEN GATE MITERED.

5. TOP OF CYLINDER ELEVATION.

6. CONCRETE ELEVATION AT TOP OF WALL.

7. CONCRETE ELEVATION IN OPERATING MACHINERY ROOM.

2 3 4 5 6 7 8 9

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File Path: C:\Users\b5ecdcak\Documents\_VaultWork\Designs\Civil Works\Lake Washington Ship Canal\Chittenden\2019 Large Lock Center Miter Gate Replacement\Drawings\VOL_I_S-001.dwg

Plot Date: 11/06/2019 3:03:01 PM

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WRAP WELD AROUND

END OF ALL WELDED

PLATES

GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES

ADHESIVE ANCHOR NOTES

ADHESIVE ANCHOR NOTES (cont.)

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE PROVISIONS OF THE AMERICAN CONCRETE

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

(ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CON-

TRACTOR SHALL BE IN ACCORDANCE WITH ACI 318.

2. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM

A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED WIRE

FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ON FULL

MESH SPACING.

3. PROVIDE 12" THICK JOINT FILLER MATERIAL WHERE SLABS ON

GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL

SURFACES.

4. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,

ACCURATELY POSITIONED AND MAINTAINED SECURELY IN

PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

5. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED

4" UNLESS NOTED OTHERWISE.

6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS, UNLESS NOTED

OTHERWISE.

7. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS

SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

9. EMBEDMENT DEPTH AND ANCHOR PROJECTION

(STICK-OUT) FROM THE CONCRETE SURFACE SHALL BE

AS SHOWN ON THE DRAWING OR DETAIL FOR THE

PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING

INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM

EMBEDMENT DEPTH SHALL BE 1'-6" AND MINIMUM

STICK-OUT SHALL BE 6".

10. ADHESIVES SHALL BE STORED AND INSTALLED AT THE

SERVICE TEMPERATURE RANGED RECOMMENDED BY THE

MANUFACTURER.

11. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED

PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN

ACCORDANCE WITH THE SPECIFICATIONS. POST-

INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED

IN ACCORDANCE WITH THE MANUFACTURER'S

PRINTED INSTALLATION INSTRUCTIONS (MPII).

12. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT

REQUIRED TO INSTALL THE ADHESIVE ANCHOR INCLUDING, BUT

NOT LIMITED TO, DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,

BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP

VACUUMS, WRENCHES, ETC.

13. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A

ROTARY IMPACT HAMMER DRILL OR ROCK DRILL.

14. ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO

ADHESIVE INJECTION, AS REQUIRED BY THE MPII.

15. DRILLED AND CLEANED ANCHOR HOLES SHALL BE

PROTECTED FROM CONTAMINATION UNTIL THE ADHESIVE

IS INSTALLED.

16. A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING

THE HOLE WAS JUST DRILLED, IF IN THE OPINION OF THE

ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE

THAT THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL

CLEANING.

17. UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE

SHALL BE DISPENSED THROUGH A TUBE OR CARTRIDGE

EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE

HOLE AND WITHDRAWN AS ADHESIVE IS INJECTED,

FOLLOWED BY INSERTION AND ROTATING THE ANCHOR TO THE

SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND

ANCHORS AT THE SURFACE SHALL BE SEALED AT HORIZONTAL

TO VERTICALLY OVERHEAD LOCATIONS TO PREVENT LOSS OF

THE ADHESIVE DURING CURING.

18. ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE

CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR

OTHER COATINGS.

19. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED

IN-PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE

CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,

ANCHORS SHALL BE INSTALLED PERPENDICULAR TO

THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE

FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED

AND REPLACED AT THE CONTRACTOR'S EXPENSE.

20. REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE

BENT AFTER BEING ADHESIVELY EMBEDDED IN

HARDENED, SOUND CONCRETE, UNLESS PERMITTED BY THE

LICENSED DESIGN PROFESSIONAL.

1. THE ADHESIVE ANCHOR SYSTEM USED FOR

POST-INSTALLED ANCHORAGE TO CONCRETE SHALL

CONFORM TO THE REQUIREMENTS OF THE MOST

RECENTLY PUBLISHED ACI 355.4, ACCEPTANCE

CRITERIA FOR QUALIFICATION OF POST-INSTALLED

ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.

2. THE ADHESIVE ANCHORS SELECTED

SHALL BE SUPPLIED AS AN ENTIRE SYSTEM.

THE SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO,

THE NEW ADHESIVE, A CLEAN MIXING NOZZLE,

EXTENSION TUBE, A DISPENSING GUN, AND

ALL MANUFACTURER RECOMMENDED SUPPLIES FOR

PROPERLY CLEANING THE DRILLED HOLE.

3. ANCHORAGE DESIGN IS IN ACCORDANCE WITH

APPENDIX D OF ACI 318-11. FOR ADHESIVE

ANCHORS, THE FOLLOWING MINIMUM VALUES FOR

BOND STRESS WERE ASSUMED FOR THE DESIGN

USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:

a. CRACKED CONCRETE BOND STRESS:

ԏcr = 805PSI

b. UNCRACKED CONCRETE BOND STRESS:

ԏuncr = 1670PSI

4. ALL-THREADED ROD TO BE USED IN ADHESIVE

ANCHOR ASSEMBLIES SHALL BE AS NOTED ON THE DRAWINGS.

5. REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS

ASSEMBLIES SHALL CONFORM TO ASTM A615, GRADE 60.

6. NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 2,500PSI AT THE TIME OF

ADHESIVE ANCHOR INSTALLATION.

7. CONCRETE AT THE TIME OF ADHESIVE ANCHOR

INSTALLATION SHALL HAVE A MINIMUM AGE OF

21 DAYS.

8. CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE

ANCHOR INSTALLATION SHALL BE AT LEAST

50 DEGREES FAHRENHEIT.

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH:

AISC 303 (2010) CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES

AISC 325 (2011) STEEL CONSTRUCTION MANUAL

AISC 326 (2009) DETAILING FOR STEEL CONSTRUCTION

2. UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL

SHALL MEET THE FOLLOWING REQUIREMENTS:

A. W-SHAPES: ASTM A992 Fy = 50 KSI

B. PIPE: ASTM A53 GRADE B Fy = 35 KSI

C. SHAPES/PLATES: ASTM A36 Fy = 36 KSI ASTM A572 Fy = 50 KSI ASTM A709 Fy = 50 KSI

D. ANCHOR RODS: ASTM F1554 GRADE 55 Fy = 55 KSI ASTM A449 Fy = 58 KSI

E. HIGH-STRENGTH BOLTS: ASTM F3125

F. CRES: ASTM A276 TYPE 304 Fy = 42 KSI*

(Fy IS THE MINIMUM YIELD STRENGTH) (* Fy BASED ON 0.2% OFFSET STRAIN)

3. SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS

SPECIFICALLY DETAILED OTHERWISE. FIELD CONNECTIONS

SHALL BE BOLTED UNLESS OTHERWISE NOTED.

4. BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO.

ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE

DESIGNATED AS BEARING-TYPE CONNECTIONS.

5. GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

COATED IN ACCORDANCE WITH ASTM A123 AFTER

FABRICATION.

6. ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF

AWS D1.1-06, IN ACCORDANCE WITH THE CONTRACT SPECIFICATION,

USING E70XX ELECTRODES, ALL WELDS ON CORROSION RESISTING

STEEL SHALL BE MADE WITH CRES ELECTRODES.

7. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.

DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

APPROVAL.

8. DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING

9. STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO

BE SUBMERGED SHALL BE SEALED WATERTIGHT BY RUNNING

A CONTINUOUS 18" FILLET WELD ALONG ALL EDGES OF THE

CONTACT.

10. ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND

AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.

11. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED

WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,

CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

TREATMENT FROM MANUFACTURER/FABRICATOR.

12. ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

13. ITEMS…