Revised_Technical_Drawings_-_Amendment_0002.pdf

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OPTION 1 CONTRACT DRAWING INDEX

FILE NAME

NO.

INDENT.

SHEET

TITLE

STRUCTURAL DEMOLITION

038aa_540_SD1013-A SD1013-A DEMOLITION PLAN AT MONOLITHS #7, #8 AND #9

038aa_540_SD1019 SD1019 NOT IN USE

STRUCTURAL

038aa_540_S-1034-A S-1034-A MONOLITHS #7, #8 AND #9 REPAIR - PLAN

038aa_540_S-1040 S-1040 NOT IN USE

REFERENCE INDEX

NO.

SHEET INDENT.

TITLE

038aa-U1-40_1.2 LOYALHANNA DAM PLAN, ELEVATIONS AND SECTIONS

038aa-U1-40_3A.3 LOYALHANNA DAM RIGHT ABUTMENT PLAN, ELEVATION AND SECTIONS W/ REVISIONS

038aa-U1-40_4.2 LOYALHANNA DAM LEFT ABUTMENT PLAN, ELEVATION AND DETAILS

038aa-U1-40_5A.1 LOYALHANNA DAM LEFT ABUTMENT SECTIONS, ELEVATION AND DETAILS W/ REVISIONS

038aa-U1-40_6.2 LOYALHANNA DAM SPILLWAY PLAN, ELEVATION AND SECTIONS

038aa-U1-40_7.2 LOYALHANNA DAM GALLERIES AND ADITS

038aa-U1-40_8.2 LOYALHANNA DAM MONOLITHS 11 AND 12 SECTIONS AND ELEVATIONS

038aa-U1-40_9.5 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 SECTIONS NO. 1

038aa-U1-40_10A.8 LOYALHANNA DAM MONOLITHS 11 AND 12 SECTIONS NO. 2 W/ REVISIONS

038aa-U1-40_11A.5 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 SECTIONS NO. 3 W/ REVISIONS

038aa-U1-40_13.4 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 PLANS

038aa-U1-40_14.3 LOYALHANNA DAM MONOLITH 6 PLANS AND SECTIONS

038aa-U1-40_15.2 LOYALHANNA DAM STAIR DETAILS

038aa-U1-40_18.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE TYPICAL PIER

038aa-U1-40_19.2 LOYALHANNA DAM PARAPET WALLS

038aa-U1-40_20.1 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 1

038aa-U1-40_21.2 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 STEEL REINFORCEMENT NO. 2

038aa-U1-40_22.1 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 3A

038aa-U1-40_23A.2 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 4 W/ REVISIONS

038aa-U1-40_24A.3 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 5 W/ REVISIONS

038aa-U1-40_25.3 LOYALHANNA DAM MONOLITHS 5 AND 6 STEEL REINFORCEMENT NO. 6

038aa-U1-40_27.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE PIER STEEL REINFORCEMENT NO. 8

038aa-U1-40_29.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-40_30.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-40_31.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-53_1.2 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE GENERAL PLAN

038aa-U1-53_2.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE CONCRETE DECK AND DETAILS

038aa-U1-53_3.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE DOGGING DEVICE

038aa-U1-53_4 LOYALHANNA DAM SERVICE BRIDGE DOGGING LEVER EXTENSION

038aa-U1-53_5 LOYALHANNA DAM SERVICE BRIDGE DOGGING DEVICE EXTENSION

038aa-U1-56_15.1 LOYALHANNA DAM ELECTRICAL RENOVATION POWER RISER DIAGRAM

038aa-U1-56_16 LOYALHANNA DAM ELECTRICAL RENOVATION EXISTING CONDITIONS DEMOLITION

038aa-U1-56_17.1 LOYALHANNA DAM ELECTRICAL RENOVATION POWER AND LIGHTING

038aa-U1-56_19.1 LOYALHANNA DAM ELECTRICAL RENOVATION OPERATIONS GALLERY AND STAIRS

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BASE CONTRACT DRAWING INDEX

FILE NAME

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GENERAL

038aa_100_G-0001 G-0001 COVER SHEET

038aa_100_G-0002-A G-0002-A CONTRACT AND REFERENCE DRAWING INDEX

038aa_203_G-0003 G-0003 ABBREVIATIONS

038aa_204_G-0004-A G-0004-A GENERAL NOTES AND STANDARD LEGEND

038aa_204_G-0005 G-0005 NOT IN USE

038aa_204_G-1006 G-1006 OVERALL PLANS AND ELEVATIONS

038aa_204_G-1007 G-1007 CONSTRUCTION SEQUENCE - BASE CONTRACT

038aa_204_G-1008 G-1008 CONSTRUCTION SEQUENCE - OPTION 1 PART A

038aa_204_G-1009 G-1009 CONSTRUCTION SEQUENCE - OPTION 1 PART B

038aa_204_G-1010 G-1010 CONSTRUCTION SEQUENCE - OPTION 2

038aa_204_G-1011 G-1011 LOYALHANNA DAM WORK AND STORAGE AND CONTRACTOR WORK LIMITS

038aa_204_G-1012 G-1012

WORK LIMITS

BUSH RECREATION AREA EXISTING SITE CONDITIONS AND CONTRACTOR

SURVEY

038aa_204_V-1005 V-1005 SURVEY CONTROL PLAN

CIVIL

038aa_993_C-5020 C-5020 PLAYGROUND AREA TEMPORARY SECURITY FENCE DETAILS

038aa_993_C-5021 C-5021 NOT IN USE

038aa_553_C-3022 C-3022 MONOLITH #5 DRAINAGE SYSTEM - PLANS, DETAILS AND SECTIONS

STRUCTURAL DEMOLITION

038aa_540_SD1001-A SD1001-A DEMOLITION MONOLITHS #5, #6 AND #7 - PLAN

038aa_540_SD3002-A SD3002-A DEMOLITION PARAPET WALL - SECTIONS

038aa_540_SD3003-A SD3003-A DEMOLITION BAY STAIRS - SECTIONS

038aa_540_SD3004 SD3004 DEMOLITION MONOLITH #5 - SECTIONS

038aa_540_SD3005 SD3005 DEMOLITION MONOLITH #6 - SECTIONS

038aa_540_SD3006 SD3006 NOT IN USE

038aa_540_SD3007 SD3007 NOT IN USE

038aa_546_SD3008 SD3008 DEMOLITION - PIER #7 - SECTIONS

038aa_546_SD3009 SD3009 NOT IN USE

038aa_553_SD3010 SD3010 NOT IN USE

038aa_553_SD3011 SD3011 NOT IN USE

038aa_553_SD3012-A SD3012-A

SECTIONS

DEMOLITION - SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND

STRUCTURAL

038aa_557_S-3013-A S-3013-A EXISTING GANTRY RAIL - SCHEMATIC & SECTIONS

038aa_540_S-1014-A S-1014-A MONOLITHS #5, #6 AND #7 - PLAN

038aa_540_S-3015-A S-3015-A PARAPET WALL - SECTIONS & DETAIL

038aa_540_S-3016 S-3016 WORK BAY STAIRS REPAIR - SECTIONS AND DETAILS

038aa_540_S-3017 S-3017 NOT IN USE

038aa_540_S-3018 S-3018 NOT IN USE

038aa_540_S-3019-A S-3019-A MONOLITH #5 AND #6 CONCRETE REPAIR - SECTIONS AND DETAILS

038aa_540_S-3020 S-3020 MONOLITH #5 - STAND BY UNIT WELL FRAME - SECTIONS AND DETAIL

038aa_540_S-5021 S-5021 CONCRETE REPAIR - DETAILS

038aa_540_S-5022-A S-5022-A CONCRETE OVERLAY - DETAILS

038aa_553_S-3023-A S-3023-A SPILLWAY SERVICE BRIDGE - DETAIL AND SECTION

038aa_553_S-3024-A S-3024-A SPILLWAY SERVICE BRIDGE - SECTION

038aa_553_S-3025-A S-3025-A SPILLWAY SERVICE BRIDGE CONCRETE DECK - SECTIONS AND DETAIL

038aa_553_S-1026 S-1026 STRUCTURAL STEEL SUPPORT @ ELEVATION 967.38 - PLAN AND SECTION

038aa_553_S-5027-A S-5027-A STRUCTURAL STEEL SUPPORT @ ELEVATION 967.38 - DETAILS

038aa_553_S-1028-A S-1028-A NEW AND EXISTING CRANE RAIL ELEVATIONS - PLAN

ELECTRICAL

038aa_556_E-1001-A E-1001-A DAM SERVICE BRIDGE ELECTRICAL - PLAN AND SECTION

HYDROGRAPHS

038aa_314_V-6010 V-6010 POOL HYDROGRAPHS 1998 - 2007 INCLUSIVE

038aa_314_V-6011 V-6011 POOL HYDROGRAPHS 2007 - 2014 INCLUSIVE

038aa_314_V-6012 V-6012 POOL HYDROGRAPHS 2015 - 2018 INCLUSIVE

038aa_314_V-6013 V-6013 POOL AND FREQUENCT DURATION

OPTION 2 CONTRACT DRAWING INDEX

FILE NAME

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STRUCTURAL DEMOLITION

038aa_540_SD-1020-A SD1020-A DEMOLITION MONOLITHS #9, #10, #11 AND #12 - PLAN

038aa_540_SD-3021-A SD3021-A DEMOLITION PARAPET WALL - SECTIONS

038aa_553_SD-3022 SD3022 NOT IN USE

038aa_553_SD-3023 SD3023 DEMOLITION MONOLITH #11 - SECTIONS

038aa_553_SD-3024-A SD3024-A DEMOLITION MONOLITH #10 - SECTIONS

STRUCTURAL

038aa_540_S-1041-A S-1041-A MONOLITHS #9, #10, #11, AND #12 - PLAN

038aa_540_S-3042-A S-3042-A PARAPET WALL - SECTIONS

038aa_540_S-3065 S-3065 NOT IN USEA

OPTION 3 CONTRACT DRAWING INDEX

FILE NAME

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ELECTRICAL

038aa_556_E-1002 E-1002

DIAGRAM

DAM SERVICE BRIDGE ELECTRICAL - DAM LIGHTING PLAN AND POWER LINE

038aa_556_E-1003 E-1003 DAM SERVICE BRIDGE ELECTRICAL - LIGHTING POLE CONCRETE SUPPORTS

STRUCTURAL

038aa_556_S-3070-A S-3070-A

ELEVATIONS AND SECTIONS

SERVICE BRIDGE- LIGHTING POLE SUPPORTS TYPES 1 AND 2 - PLANS,

038aa_556_S-3071 S-3071

AND SECTIONS

SERVICE BRIDGE- LIGHTING POLE SUPPORTS TYPE 3 - PLANS, ELEVATIONS

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CERTIFIED FINAL DOCUMENTS

STRUCTURAL STEEL:

GENERAL NOTES

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CONCRETE

EARTH

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GRAVEL

RIPRAP/DERRICK STONE

STANDARD LEGENDS:

SEE LEGENDS ON INDIVIDUAL PLANS FOR ALTERNATIVES OR ADDITIONSNOTE:

DURING CONCRETE PLACMENT.

MAINTAINING ALIGNMENT OF ALL EMBEDDED METALS WITHIN SPECIFIED TOLERANCES

17. CONTRACTOR SHALL SUBMIT FOR APPROVAL A PLAN FOR ANCHORING, ALIGNING AND

16. ALL HOOKS SHALL BE ACI STANDARD HOOKS UNLESS DIMENSIONED OTHERWISE.

15. ALL REINFORCING DETAILS SHALL CONFORM TO "ACI DETAILING MANUAL", SP66.

INDICATED ON THE DRAWINGS.

REINFORCEMENT WILL BE DICTATED BY THE CONCRETE GEOMETRY AND THE DIMENSION

14. BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING OF

13. NO WELDING WILL BE PERMITTED ON ANY REINFORCEMENT UNLESS SHOWN ON DRAWINGS.

12. ALL REINFORCEMENT SHALL BE DISCONTINUOUS AT ALL MONOLITH JOINTS.

IN THE FIELD OR FABRICATED TO MISS EMBEDDED ITEMS AND OBSTRUCTIONS.

11. SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL, BARS MAY BE SHIFTED SLIGHTLY, BENT

RECOMMENDATIONS.

10. INSTALL AND TIGHTEN POST-INSTALLED ANCHORS AS PER MANUFACTURER'S

THE REQUIREMENTS OF ASTM A193 GRADE B7 UNO.

" DIAMETER THREADED ROD MEETING 4

39. ALL POST-INSTALLED ADHESIVE ANCHORS SHALL BE

AS PER ACI 318-14 FOR DOWEL REINFORCEMENT.

8. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM EMBEDMENT DEPTH IN EXISTING CONCRETE

APPROVED EQUAL FOR DRY CONDITIONS.

7. ADHESIVE FOR POST-INSTALLED ANCHORS AND DOWELS SHALL BE HILTI HIT-HY 200 OR

MANUFACTURER'S WRITTEN INSTRUCTIONS.

AND POST-INSTALLED ANCHORS. HOLE DIAMETERS SHALL BE ACCORDING TO ADHESIVE

6. REFER TO SPECIFICATIONS FOR REQUIREMENTS FOR DRILLING AND BONDING OF DOWELS

SHOWN ON THE PLANS IN ORDER TO ACHIEVE THE REQUIRED DEPTH IN SOUND CONCRETE.

AND POST-INSTALLED ANCHOR LENGTHS MAY HAVE TO BE INCREASED FROM WHAT IS

CONCRETE SHALL BE THE DEPTH REQUIRED INTO SOUND CONCRETE. REINFORCING BAR

ANCHOR DRILLED AND GROUTED INTO EXISTING AND PREVIOUSLY PLACED AND HARDENED

5. THE MINIMUM DEPTH SHOWN ON THE PLANS FOR REINFORCING AND POST-INSTALLED

APPROVED. VERTICAL REINFORCING MAY HAVE ONE SPLICE FOR EACH TWO LIFTS.

REASONABLE CONSTRUCTABILITY BY THE CONTRACTING OFFICER WILL NOT BE

WILL BE AT THE CONTRACTOR'S EXPENSE. ANY SPLICES CONSIDERED EXCESS TO

AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER

BY THE CONTRACTING OFFICER. SPLICES OTHER THOSE SHOWN ON THE DRAWINGS

DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTABILITY AND SUBJECT TO APPROVAL

BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE

SHALL BE THE SPLICE LENGTH OF THE LARGER BAR. THE CONTRACTOR WILL

4. WHEN BARS OF DIFFERENT DIAMETER ARE LAP SPLICED, SPLICE LENGTHS

3. PROVIDE LAP SPLICE LENGTHS DETERMINE USING ACI 318-14,25.5.

2. REINFORCING SHALL BE ASTM A615, GRADE 60 (FY = 60,000 PSI)

UNLESS OTHERWISE NOTED.

1. THE MINIMUM COVER REQUIREMENTS FOR ALL REINFORCEMENT SHALL BE 2"

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ELECTRICAL NOTES:

DURING CONSTRUCTION.

MAINTAIN AND PROTECT EXISTING ELECTRICAL CONDUITS ON SERVICE BRIDGE 1.

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CERTIFIED FINAL DOCUMENTS

CONCRETE NOTES:

REINFORCEMENT NOTES:

BRIDGE SUPERSTRUCTURE DESIGN:

DESIGN LOAD AND CRITERIA

REQUIREMENTS.

REFER TO SPECIFICATIONS FOR HOT WEATHER AND COLD WEATHER CONCRETE 7.

TO PLACING NEW CONCRETE.

WIRE BRUSH CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR 6.

BE SECURED IN PLACE BEFORE CONCRETE IS PLACED.

ALL EMBEDDED STEEL, ANCHORS, DRAIN OUTLETS, EMBEDDED METAL, ETC. SHALL 5.

CONCRETE SURFACE FINISHES SHALL BE AS NOTED IN THE SPECIFICATIONS.4.

ALL EXPOSED EDGES SHALL BE PROVIDED WITH 1/2" CHAMFER, EXCEPT AS NOTED.3.

SEE SPECIFICATIONS FOR CONCRETE SLUMP AND AIR ENTRAINMENT.2.

SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRESS (f'c) OF 4500 PSI.

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS AND 1.

9. ALL ELEVATIONS SHOWN ON THE CONTRACT DRAWINGS ARE NAVD88.

NGVD29. THE CONVERSION FROM NGVD29 TO NAVD88 IS -0.45.

8. ALL DAM ELEVATIONS SHOWN ON THE REFERNECE DRAWINGS ARE

OF CONSTRUCTION.

APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES

IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL 7.

DIMENSIONS ARE IN FEET AND INCHES.6.

STATIONS AND ELEVATIONS ARE IN FEET.5.

TEMPORARY BRACING OR OTHER ITEMS THAT MAY BE NECESSARY.

INSTALLATION. THIS INCLUDES PROVISIONS FOR ADEQUATE

OF THE STRUCTURE AND ITS COMPONENT PARTS DURING

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DESIGN SAFETY

STABLE AFTER THE STRUCTURE IS FULLY COMPLETED. IT IS THE

THE STRUCTURES ARE DESIGNATED TO BE SELF-SUPPORTING AND 4

THE SPECIFICATIONS FOR ENVIRONEMTNAL REQUIREMENTS.

CONSTRUCTION ACTIVITIES IS OF PRIME IMPORTANCE. REFER TO

PROTECTION OF THE RESERVOIR AND SURROUNDING AREA FROM

THE CONTRACTOR SHALL NOTE THAT DURING CONSTRUCTION THE 3.

TO REMAIN IN-PLACE.

THE CONTRACTOR SHALL PREVENT DAMAGE TO FEATURES OF WORK

SPECIFICATIONS. ALL DEMOLITION WORK SHALL BE DONE WITH CARE.

AND PROTECT EXISTING FACILITIES, IN ACCORDANCE WITH THE

VARIOUS ITEMS, PROVIDE ACCESS TO GOVERNMENT PERSONNEL

CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE

IN CONJUNCTION WITH THE DEMOLITION ACTIVITIES, THE 2.

WITH WORK.

CONTRACTING OFFICER OF ANY DEVIATIONS BEFORE PROCEEDING

FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. NOTIFY THE

ON EXISTING REFERENCE DRAWINGS. THE CONTRACTOR SHALL

ALL DIMENSIONS AND ELEVATIONS ARE APPROXIMATE AND BASED 1.

REPLACEMENT.

ENCOUNTERED ON THE STEEL BRIDGE MEMBERS THAT WOULD WARRANT

LOSS AND DETERIORATION BY THE GOVERNMENT. DETERIORATION MAY BE

THAT SUPPORT THE CONCRETE DECKS SHALL BE EVALUATED FOR SECTION

OF THE STEEL MEMBERS ONCE CLEANING IS COMPLETE. ALL STEEL MEMBERS

THE CONTRACTOR SHALL PROVIDE ACCESS FOR INSPECTION8.

STAINLESS STEEL SHALL BE GALVANIZED UNO.

ALL NUTS, BOLTS, WASHERS, AND FASTENERS EXCEPT FOR THOSE MADE OF 7.

GRADE 50, Fy=50KSI MIN, UNO

SPECIFICATIONS: PLATES, CHANNELS, ANGLES, AND MISC STEEL - ASTM A572,

ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM 6.

EXISTING BOLTS SHALL NOT BE REUSED.5.

GR A325 BOLTS TIGHTENED TO SNUG-TIGHT CONDITION UNO.

ALL STEEL TO STEEL CONNECTIONS SHALL BE MADE WITH NEW ASTM F3125 4.

WELDING SOCIETY'S STRUCTURAL WELDING CODE AWS D1.1 OR AWS D1.5.

ALL WELDING SHALL CONFORM TO APPLICABLE PORTIONS OF THE AMERICAN 3.

WELD MATERIAL SHALL BE E70XX IN CONFORMANCE WITH AWS.2.

PRACTICE FOR STEEL BUILDINGS AND BRIDGES."

STRUCTURAL STEEL WORK SHALL CONFORM TO AISC "CODE OF STANDARD 1.

BRIDGE DEAD LOADS INCLUDES SELF WEIGHT ONLY.3.

CONCRETE BRIDGE DECK LIVE LOADS H-10.2.

APPROX 300,000 LBS.

REFERENCE DRAWING O38aa-U1-53/1.2. NOTE THAT ACTUAL GANTRY WEIGHT IS

LOADING IS CONSISTENT WITH THE GANTRY CRANE LOADING. REFER TO

BRIDGE DECK LOADING IS CONSISTENT WITH AN H-10 TRUCK LOADING. BRIDGE 1.

CONCRETE DECK

HP

BRIDGE

SPILLWAY

MONOLITH #7MONOLITH #6MONOLITH #5

25'-0" 25'-0"

SEALANT. SEE NOTE 2.

WITH POURABLE JOINT

MONOLITH JOINT, SEAL

THIS SHEET.

SHEET S-5022 AND NOTE 2

AND REPLACE, SEE DETAIL

MONOLITH JOINT, REMOVE

SEE DWG S-3013

MATCH EXISTING,

REINSTALL TO

REMOVE AND

GANTRY RAIL (TYP)

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CLPIER #7

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LEGEND

SEE SPECIFICATION

GFRP OVERLAY

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S-3016

A S-3015

B S-3015

S-3023

S-3025

S-3020

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPE SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

DRAIN LP

AND SPECIFICATION

SEE SHEET S-5022 FOR DETAILS

CONCRETE OVERLAY REPAIR

LATEX MODIFIED

PLAN - MONOLITHS #5, #6 AND #7

S-3025

SEE DWG C-3022

PLANS FOR MONOLITH #5

FOR NEW DRAINAGE

DRAIN LP

3/16"=1'-0"

A

IF NECESSARY.

DETERIORATED EXISTING JOINT MATERIAL AND ROUT EXISTING JOINTS FIRST

THE DAM. APPLY PER MANUFACTURER'S INSTRUCTIONS. REMOVE

PAST DECK ELEVATION ON THE UPSTREAM AND DOWNSTREAM FACES OF

ACROSS TRAVEL SURFACE, UP AND OVER PARAPETS, AND 2 FEET DOWN

TO ASTM C920 TYPE M GRADE NS CLASS 25 USE T1. SEAL SHALL EXTEND

2. SEAL MONOLITH JOINTS WITH FIELD MOLDED JOINT SEALANT CONFORMING

THE GANTRY CRANE RAIL BEARING PLATE.

THE FINISHED CONCRETE SURFACE ELEVATION SHALL NOT EXTEND ABOVE

EDGE OF THE SLAB AT STA 4+55.00 SHALL SERVE AS THE HIGH POINT.

TOWARDS THE DRAINS AT MONOLITH 5 AS MUCH AS REASONABLE. THE

1. THE CONTRACTOR SHALL SLOPE THE SURFACE OF THE CONCRETE SLAB

NOTE:

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CERTIFIED FINAL DOCUMENTS

F S-3015

J S-3019

N

EMBEDDED FRAME

COVER AND

STAND BY UNIT BAY

MONOLITH #5 MONOLITH #6 MONOLITH #7 MONOLITH #8 MONOLITH #9 MONOLITH #10 MONOLITH #11 MONOLITH #12

MONOLITH #5 MONOLITH #6 MONOLITH #7 MONOLITH #8 MONOLITH #9 MONOLITH #10 MONOLITH #11 MONOLITH #12

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SCALE: 1/16"=1'

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EL 982.94

T/RAIL

EL 982.94

T/RAIL

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T/RAIL

EL 982.95

T/RAIL

EL 982.94

T/RAIL

EL 982.95

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EL 982.96

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EL 982.98

T/RAIL

EL 982.98

T/RAIL

EL 982.99

T/RAIL

EL 982.98

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EL 982.98

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EL 983.00

T/RAIL

EL 983.00

T/RAIL

EL 982.98

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EL 982.99

T/RAIL

EL 982.98

T/RAIL

EL 983.00

T/RAIL

EL 983.00

T/RAIL

EL 982.99

T/RAIL

EL 983.03

T/RAIL

EL 983.01

T/RAIL

EL 983.02

T/RAIL

EL 983.00

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EL 983.03

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EL 983.03

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EL 983.00

T/RAIL

EL 983.00

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EL 982.98

T/RAIL

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T/RAIL

EL 982.97

T/RAIL

EL 982.94

T/RAIL

EL 982.94

T/RAIL

EL 982.92

T/RAIL

EL 982.91

T/RAIL

x x x x

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LC CRANE RAIL

CRANE RAILLC

CRANE RAILLC

CRANE RAILLC

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S T

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S T

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EL 982.55

T/DECK

x x

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S T

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LC CRANE RAIL

CRANE RAILLC

CRANE RAILLC

CRANE RAILLC

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EL 982.55

T/DECK

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T/RAIL EL 982.98

T/RAIL EL 982.98

T/RAIL EL 982.98

CRANE RAIL EXISTING ELEVATION PLAN

1/16"=1'-0"

CRANE RAIL NEW ELEVATION PLAN

1/16"=1'-0"

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MONOLITH #8

CONCRETE DECKCONCRETE DECK

LEGEND

AND SPECIFICATION

SEE SHEET S-5022 FOR DETAILS

CONCRETE OVERLAY REPAIR

LATEX MODIFIED

SEE DWG S-3013

MATCH EXISTING

REINSTALL TO

REMOVE AND

GANTRY RAIL (TYP)

S T

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PHOTO 1

F L

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CL PIER #7 CL PIER #8

MONOLITH #7 PARTIAL MONOLITH #9 PARTIAL

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PLAN - MONOLITHS #7, #8 AND #9

3/16"=1'-0"

SEE PHOTO 1, THIS SHEET

FOR BEARING MOVEMENT,

CUT BOLT TO ALLOW

N

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPE SLOPE

BRIDGE

SPILLWAY

BRIDGE

SPILLWAY

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPE SLOPE

CL PIER #9

ASPECIFICATIONS.

HEX NUTS. REPAINT EXPOSED AREA PER

MOVEMENT OF BEARING. DO NOT DAMAGE

WITH GIRDER BEARING PLATE TO ALLOW

CUT BOLT 1/8" BELOW INTERFERENCE

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S T

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S T

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S-3025

S-3025

S-3023

S-3023

CONCRETE DECKCONCRETE DECK

CONCRETE DECK

DRAINAGE SYSTEM

8'-6"

25'-0"

AXIS OF DAM

BRIDGE

SPILLWAY

BRIDGE

SPILLWAY

SEE DWG S-3013

MATCH EXISTING

REINSTALL TO

REMOVE AND

GANTRY RAIL (TYP)

BRIDGE

SPILLWAY

BRIDGE

SPILLWAY

AND NOTE 2 THIS SHEET

SEE DETAIL SHEET S-5022

MONOLITH JOINT, REMOVE AND REPLACE,

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPESLOPE

SLOPE SLOPE

UNIT BAY

STAND BY

STORAGE WELL

BULKHEAD

REPAIR WELL

CREST GATE

MONOLITHS #9, #10, #11 AND #12 WORK AREA PLAN

3/16"=1'-0"

SEALANT. SEE NOTE 2

POURABLE JOINT

JOINT SEAL WITH

MONOLITH

N

F L

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LEGEND

AND SPECIFICATION

SEE SHEET S-5022 FOR DETAILS

CONCRETE OVERLAY REPAIR

LATEX MODIFIED

FIRST IF NECESSARY.

DETERIORATED EXISTING JOINT MATERIAL AND ROUT EXISTING JOINTS

THE DAM. APPLY PER MANUFACTURER'S INSTRUCTIONS. REMOVE

PAST DECK ELEVATION ON THE UPSTREAM AND DOWNSTREAM FACES OF

ACROSS TRAVEL SURFACE, UP AND OVER PARAPETS, AND 2 FEET DOWN

TO ASTM C920 TYPE M GRADE NS CLASS 25 USE T1. SEAL SHALL EXTEND

2. SEAL MONOLITH JOINTS WITH FIELD MOLDED JOINT SEALANT CONFORMING

THE GANTRY CRANE RAIL BEARING PLATE.

THE FINISHED CONCRETE SURFACE ELEVATION SHALL NOT EXTEND ABOVE

EDGE OF THE SLAB AT STA 6+45.00 SHALL SERVE AS THE HIGH POINT.

TOWARDS THE DRAINS AT MONOLITH 12 AS MUCH AS REASONABLE. THE

1. THE CONTRACTOR SHALL SLOPE THE SURFACE OF THE CONCRETE SLAB

NOTE:

LC

RAIL

CRANE

LC

RAIL

CRANE

LC

RAIL

CRANE

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G S-3042

PIN A8

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A S-3042

B S-3042

S-3025

S-3023

S-3020

S-3025

S-3025

S-3025

S-3023

S-3023

S-3023

F S-3042

S T

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S T

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MONOLITH #10 MONOLITH #11 MONOLITH #12

S T

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S T

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S T

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CLPIER #10CLPIER #9

PARTIAL MONOLITH #9

46'-0"

6'-10"

1'

6'-0"

CONTROL JOINT FILLER

MONOLITH AND APPLY

FORM JOINT USING ADJACENT

REMOVE AND REPLACE,

CONTRACTION JOINT,

PARAPET REPAIR

EL 982.55

TOP OF CONCRETE DECK

EL 982.55

TOP OF CONCRETE DECK

TOP OF ROADWAY EL 982.55

TOP OF ROADWAY EL 982.55

#4 BARS @ 12" TYP

4-#4 BAR CONT.

EMBEDMENT 9 1/2"

MINIMUM

GROUT #4 BARS

DRILL AND EPOXY

2 1/2 " 2 1/2 "

/2

C L E

A R

/2

EMBEDMENT 9 1/2"

MINIMUM

GROUT #4 BARS

DRILL AND EPOXY

4-#4 BAR CONT.

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CONCRETE.

TO PLACEMENT OF NEW

BONDING AGENT PRIOR

AMPLITUDE, APPLY

SCARIFY SURFACE TO 1/4"

O F E

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M A

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CONCRETE.

TO PLACEMENT OF NEW

BONDING AGENT PRIOR

AMPLITUDE, APPLY

SCARIFY SURFACE TO 1/4" REDUCED-DEPTH SECTON

ELIMINATE THIS BAR IN

REMOVE AND REPLACE,

CONTRACTION JOINT,

#4 BARS @ 12" TYP

PARAPET REPAIR

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

NOTE:

H S-1014 1/2"=1'-0"

SECTION PARAPET

8'0 4' 16'

SCALE: 3/16"=1'

0 2' 4'1'

SCALE: 1/2"=1'

S T

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S T

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A S-1014 3/16"=1'-0"

SECTION INNER UPSTREAM WALL

B S-1014 3/16"=1'-0"

SECTION OUTER DOWNSTREAM WALL

1'-9"

2 1/2 "

/2

C L E

A R

1'-0"

/2

2 1/2 "

REPAIR DEPTH

AT LOCATION OF REDUCED

USE ALTERNATE REBAR DETAIL

WALL ABOVE LIGHT RECESS.

LIGHT RECESS. DO NOT DRILL INTO INNER SIDE OF

REDUCED REPAIR DEPTH TO ACCOMODATE EXISTING

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DETAIL STEEL REINFORCEMENT 2

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

DETAIL STEEL REINFORCEMENT

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CERTIFIED FINAL DOCUMENTS

G S-1014 1/2"=1'-0"

SECTION PARAPET

F S-1014 1/2"=1'-0"

SECTION PARAPET

PARAPET REPAIR

TOP OF ROADWAY EL 982.55

PARAPET REPAIR

WALL ABOVE LIGHT RECESS.

LIGHT RECESS. DO NOT DRILL INTO INNER SIDE OF

REDUCED REPAIR DEPTH TO ACCOMODATE EXISTING

4-#4 BAR CONT.

EL 982.55

TOP OF CONCRETE DECK

7'-3"32'-9"

EL 982.55

TOP OF CONCRETE DECK

24'-3" 27'-9" 5'-0" 7'-3"9"

EMBEDMENT 9 1/2"

MINIMUM

GROUT #4 BARS

DRILL AND EPOXY

E X

IS

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IN

G W

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M A

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#4 BARS @ 12" TYP

CONCRETE.

TO PLACEMENT OF NEW

BONDING AGENT PRIOR

AMPLITUDE, APPLY

SCARIFY SURFACE TO 1/4"

CONTRACTION JOINT, REMOVE AND REPLACE.

#4 BARS @ 12" TYP

4-#4 BAR CONT.

2 1/2 " 2 1/2 "

/2

C L E

A R

/2

CONCRETE.

TO PLACEMENT OF NEW

BONDING AGENT PRIOR

AMPLITUDE, APPLY

SCARIFY SURFACE TO 1/4"

EMBEDMENT 9 1/2"

MINIMUM

GROUT #4 BARS

DRILL AND EPOXY

S T

A

.0

S T

A

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A S-1041 3/16"=1'-0"

SECTION INNER UPSTREAM WALL

B S-1041 3/16"=1'-0"

SECTION OUTER DOWNSTREAM WALL

F S-1041 1/2"=1'-0"

SECTION PARAPET

H S-1041 1/2"=1'-0"

SECTION PARAPET

G S-1041 1/2"=1'-0"

SECTION PARAPET

A

A

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REMOVE AND REPLACE.

CONTRACTION JOINT,

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NOTE:

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0 2' 4'1'

SCALE: 1/2"=1'

8'0 4' 16'

SCALE: 3/16"=1'

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

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MONOLITH #11 MONOLITH #12MONOLITH #10

25'-0"

S T

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.0

2 1/2 "

/2

C L E

A R

1'-0"

/2

2 1/2 "

REPAIR DEPTH

AT LOCATION OF REDUCED

USE ALTERNATE REBAR DETAIL

M O

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MONOLITH

END OF

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MONOLITH

END OF

1'-9"

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

DETAIL STEEL REINFORCEMENT

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

DETAIL STEEL REINFORCEMENT

CLPIER #10CLPIER #9

CLPIER #9

GFRP TERMINATION

REPAIR

GFRP

RESIN

GFRP LAYERS 3"

CONCRETE

EXISTING

" AMPLITUDE4

1TO

INTENTIONALLY ROUGHENED

SURFACE TO BE

DECK SURFACE

NEW CONCRETE

DECK SURFACE

NEW CONCRETE

APPROX 1"

JOINT WIDTH

DECK SURFACE

NEW CONCRETE

EXISTING MONOLITH JOINT

EXISTING REBAR

LMC OVERLAY

TO FIT SNUGLY IN JOINT

NONREACTIVE BACKER ROD

NONMOISTURE ABSORPTIVE

CONCRETE WHERE GFRP IS USED

A SMOOTH TRANSITION FROM GFRP TO

APPLY ADDITIONAL RESIN TO ALLOW FOR

GREATER UP TO A MAXIMUM OF 4"

REBAR OR TO SOUND CONCRETE, WHICHEVER IS

OFFICER, HAND CHIP 3/4" MINIMUM BELOW BOTTOM OF

WHERE PERMITTED/REQUIRED BY THE CONTRACTING

PLANS)

(WHERE SHOWN ON

GFRP LAYERS, NTS.

DETAIL

JOINT REPLACEMENT

" AMPLITUDE4

1ROUGHENED TO

SURFACE TO BE INTENTIONALLY

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MONOLITH 5 MONOLITH 6

LONGITUDINAL SECTION - CONCRETE OVERLAY

NTS

JOINT REPLACEMENT

NTS

TRANSVERSE SECTION - TYPICAL CONCRETE OVERLAY

NTS

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TYPE M GRADE NS CLASS 25 USE T1

CONFORMING TO ASTM C920

FIELD MOLDED JOINT SEALANT

SURFACE PRIOR TO PLACING LMC OVERLAY.

AROUND CRACK IS REQUIRED. THE EPOXY MUST BE REMOVED FROM CONCRETE

THE CONTRACTOR SHALL NOT PLACE EPOXY BY THE AREA METHOD. USE OF DAM 5.

ACCORDING TO ACI 548.4, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS.

DESCRIBED IN NOTE 1 ON DRAWING S-1014. OVERLAY SHALL BE INSTALLED

OVERLAY. THE CONTRACTOR SHALL ADJUST THE DECK SURFACE ELEVATION AS

BRIDGE DECK AND SPECIFIED AREAS SHALL HAVE 2 1/2" LATEX MODIFIED CONCRETE 4.

MODIFIED CONCRETE OVERLAY.

ACHIEVE A MINIMUM PENETRATION OF 1" PRIOR TO THE INSTALLATION OF LATEX

WITH AN APPROVED LOW-VISCOSITY CONCRETE SEALANT FOR VERTICAL CRACKS TO

CONTRACTOR SHALL SEAL ALL CRACKS GREATER THAN 1/16" WIDTH IN THE DECK

AFTER MILLING AND CHIPPING TO ACHIEVE A SOUND DECK SURFACE, THE 3.

CONTRACTING OFFICER.

SHALL BE CUT OFF AND NEW REBAR SHALL BE INSTALLED PER THE DIRECTION OF THE

IS DETERMINED THAT REBAR NEEDS TO BE REPLACED, THE DETERIORATED MATERIAL

INSPECT THE REBAR TO DETERMINE WHETHER IT IS IN NEED OF REPLACEMENT. IF IT

DEMOLITION OF THE CONCRETE SLAB IS COMPLETE. GOVERNMENT PERSONNEL WILL

OVERLAY. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN

CONCRETE DEBRIS PRIOR TO THE INSTALLATION OF LATEX MODIFIED CONCRETE

METAL OR CLEANED WITH WIRE BRUSHES TO REMOVE ANY SURFACE CORROSION OR

REBAR EXPOSED AFTER MILLING AND CHIPPING SHALL BE BLAST CLEANED TO GRAY 2.

AREAS.

MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR IN APPROVED DISPOSAL

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER. ALL REMOVED

OR PARTS OF THE EXPOSED DECK SLAB ARE FOUND DETERIORATED OR UNSOUND,

INSPECT THE SURFACES FOR CRACKS AND SOUNDNESS OF CONCRETE. IF ANY PART

EXPOSED SURFACES OF DECK SLAB ARE CLEANED, THE CONTRACTOR SHALL

SURFACES INACCESSIBLE TO MACHINES FOR MILLING AND FINISHING. AFTER THE

EQUIPMENT NECESSARY FOR HAND CHIPPING AND CLEANING OF CONCRETE

WHICHEVER DEPTH IS LESS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND

THE EXISTING CONCRETE DECK SHALL BE MILLED 2 1/2" OR TO THE TOP OF REBAR, 1.

NOTES:

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PINS AND RMG TO REMAIN (TYP)

6"x6" SQUARE CONCRETE AROUND

48'-10"

8'-6"

AND DWG S-3013

PRIOR TO DEMOLITION. SEE NOTE 5

CRANE RAILS TO BE REMOVED

TO REMAIN

DRAINAGE SYSTEM

CONTRACTION JOINT

MONOLITH #7MONOLITH #6MONOLITH #5

25'-0" 25'-0"

1'-2"

32'-4"

1'-2"

IN

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UNIT BAY

STAND BY

SD3012

SD3003

LEGEND

SEE NOTE 6

AS NECESSARY PREPARE FOR GFRP.

REMOVE TO SOUND CONCRETE

NOTE 6

SURFACE. PREPARE FOR LMC. SEE

REMOVE 2 1/2" OF TOP CONCRETE

DEMOLITION SITE PLAN

3/16"=1'-0"

8'0 4' 16'

SCALE: 3/16"=1'

A

SD3002

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CERTIFIED FINAL DOCUMENTS

c

SD3003

B

SD3002

H

SD3002

G

SD3002

H

SD3002

N

REMAIN

TO BE REMOVED. STEEL MEMBERS TO

CONCRETE DECK AREA

CONCRETE REMOVAL PARAPET

E

SD3008

RMG #5 RMG #4

PIN A2

F

SD3002

CLPIER #7

E N

D O

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DECK

CONCRETE

LC RAILS

LC RAILS

LC RAILS

LC RAILS

SIM

D

SD3005

A

9. FOR CONSTRUCTION PLAN, SEE DRAWING S-1014.

8. SEE SHEET C-3022 FOR DRAIN DETAILS FOR MONOLITH 5.

7. SCARIFY CONCRETE SURFACE TO 1/4" AMPLITUDE PRIOR TO PLACING CONCRETE.

OPERATIONS IN THE AFFECTED AREA.

LOOSE OR UNSOUND CONCRETE EXCEED 2 1/2" IN TOTAL DEPTH AND CEASE DEMOLITION

DISTRESS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF AREAS OF

6. SOUND CONCRETE AREAS ON DECK OF MONOLITHS 5 AND 6 TO DETERMINE AREAS OF

SEE SPECIFICATIONS.

5. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

LIGHTING COMPONENTS.

4. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL AND

DURING CONCRETE REMOVAL.

3. PROTECT ALL EXISTING UTILITIES (ELECTRICAL, GREASE LINES, ETC)

LEAVE A 6"x6" SECTION OF CONCRETE AROUND PINS AND RMG DURING DEMOLITION.

JOINT BETWEEN MONOLITH 4 AND 5, 1.5 FEET FROM US WALL.

RMG #5 (RELATIVE MOVEMENT GROUP) AT STA 3+90 THE CONTRACTION

JOINT BETWEEN MONOLITH 5 AND 6, 1.5 FEET FROM US WALL.

RMG #4 (RELATIVE MOVEMENT GROUP) AT STA 4+30 THE CONTRACTION

PIN A4 STATION 4+90 AT CENTERLINE OF PIER #7, 2.5 FEET FROM US WALL

4+30 AND 2.5 FEET FROM US WALL)

PIN A3 STATION 4+52.1 (22.1 FEET UP FROM CONTRACTION JOINT AT

3+90 AND 2.5 FEET FROM US WALL)

PIN A2 STATION 4+11.5 (21.5 FEET UP FROM CONTRACTION JOINT AT

POINTS (BRASS BOLTS FLUSH WITH CONCRETE SURFACE). SEE SPECIFICATIONS.

2. PROTECT EXISTING SURVEY ALIGNMENT PINS AND SURVEY CONTROL

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

A

A

PIN A3

PIN A4

AROUND PINS TO REMAIN (TYP)

6"x6" SQUARE CONCRETE

MONOLITH #8

32'-2"32'-2"

SEE DWG S-3013.

REINSTALLED. TYP ALL 4 RAILS.

ON SITE. RAILS ARE TO BE

TO BE REMOVED AND STORED

EXISTING GANTRY CRANE RAILS

NOTES:

LEGEND

NOTE 6

SURFACE. PREPARE FOR LMC. SEE

REMOVE 2 1/2" OF TOP CONCRETE

SD3012

SD3012

REMAIN

TO BE REMOVED. STEEL MEMBERS TO

CONCRETE DECK AREA

DEMOLITION SITE PLAN

3/16"=1'-0"

F L

O W

CONCRETE DECK

CL PIER #7 CL PIER #8

MONOLITH #7 PARTIAL MONOLITH #9 PARTIAL

E N

D O

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H

E N

D O

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PIN A6PIN A5

CONCRETE DECK

LC RAILS

RAILSLC

RAILSLC

RAILSLC

A A

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CL PIER #9

N

S T

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S T

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7. FOR CONSTRUCTION PLAN, SEE DRAWINGS S-1034.

IN THE AFFECTED AREA. AREA SHALL BE SCARIFIED TO 1/4" AMPLITUDE.

CONCRETE EXCEED 2 1/2" IN TOTAL DEPTH AND CEASE DEMOLITION OPERATIONS

SHALL NOTIFY THE CONTRACTING OFFICER IF AREAS OF LOOSE OR UNSOUND

6. SOUND CONCRETE AREAS TO DETERMINE AREAS OF DISTRESS. THE CONTRACTOR

SEE SPECIFICATIONS.

5. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

LIGHTING COMPONENTS.

4. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL AND

DURING CONCRETE REMOVAL.

3. PROTECT ALL EXISTING UTILITIES (ELECTRICAL, GREASE LINES, ETC)

PIN A6 STATION 5+70 AT CENTERLINE OF PIER #9, 2.5 FEET FROM US WALL

PIN A5 STATION 5+30 AT CENTERLINE OF PIER #8, 2.5 FEET FROM US WALL

POINTS (BRASS BOLTS FLUSH WITH CONCRETE SURFACE). SEE SPECIFICATIONS

2. PROTECT EXISTING SURVEY ALIGNMENT PINS AND SURVEY CONTROL

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

DRAINAGE SYSTEM

8'-6"

IN

S

ID

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O I

N S

ID

E E

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55'-1"

LEGEND

REMAIN

MEMBERS AT CONCRETE DECK TO

AREA TO BE REMOVED. STEEL

NOTE 6

SURFACE. PREPARE FOR LMC. SEE

REMOVE 2 1/2" OF TOP CONCRETE

CONCRETE REMOVAL AT PARAPET

NOTES:

UNIT BAY

STAND BY

STORAGE WELL

BULKHEAD

REPAIR WELL

CREST GATE

DEMOLITION PLAN

3/16"=1'-0"

Y S

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SD3021

B

SD3021

8'0 4' 16'

SCALE: 3/16"=1'

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CERTIFIED FINAL DOCUMENTS

N

8. FOR CONSTRUCTION PLAN, SEE DRAWING S-1041.

NEW CONCRETE.

7. SCARIFY EXPOSED CONCRETE SURFACE TO 1/4" AMPLITUDE PRIOR TO PLACING

SCARIFIED TO 1/4" AMPLITUDE

CEASE DEMOLITION OPERATIONS IN THE AFFECTED AREA. AREA SHALL BE

IF AREAS OF LOOSE OR UNSOUND CONCRETE EXCEED 2 1/2" IN TOTAL DEPTH AND

AREAS OF DISTRESS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

6. SOUND CONCRETE AREAS ON DECK OF MONOLITHS #11 AND #12 TO DETERMINE

SEE SPECIFICATIONS.

5. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

LIGHTING COMPONENTS.

4. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL AND

DURING CONCRETE REMOVAL.

3. PROTECT ALL EXISTING UTILITIES (ELECTRICAL, GREASE LINES, ETC)

PIN A8 STATION 6+53.5 2.5 FEET FROM US WALL

PIN A7 STATION 6+10 AT CENTERLINE OF PIER #10, 2.5 FEET FROM US WALL

LEAVE A 6"x6" SECTION OF CONCRETE AROUND PINS AND RMG DURING DEMOLITION.

POINTS (BRASS BOLTS FLUSH WITH CONCRETE SURFACE). SEE SPECIFICATIONS.

2. PROTECT EXISTING SURVEY ALIGNMENT PINS AND SURVEY CONTROL

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

A

A

A

A

F

SD3021

G

SD30213

SD3012

PIN A7 PIN A8

H

SD3021

F L

O W

CONCRETE DECK

CRANE RAILLC

LC CRANE RAIL

LC CRANE RAIL

LC CRANE RAIL

JOINT

CONTRACTION

JOINT

CONTRACTION

JK

AROUND PINS TO REMAIN (TYP)

6"x6" SQUARE CONCRETE

SD3024 SD30233

SD3012

CONCRETE DECK

REINSTALLED (TYP ALL 4 RAILS). SEE DWG S-3013

AND STORED ON SITE. RAILS ARE TO BE

EXISTING GANTRY CRANE RAILS TO BE REMOVED

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CLPIER #10CLPIER #9

46'-0"6'-0"

EL 982.55

TOP OF CONCRETE DECK

TOP OF ROADWAY EL 982.55

EL 982.55

TOP OF CONCRETE DECK

1'-0"

1'-9"

1'-0"

VARIES

6'-10"

1'-0"

AREA TO BE REMOVED

F

SD1001 1/2"=1'-0"

SECTION G

SD1001 1/2"=1'-0"

SECTION H

SD1001 1/2"=1'-0"

SECTION

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DEMOLITION SECTION INNER UPSTREAM WALL

LEGEND

0 2' 4'1'

SCALE: 1/2"=1'

8'0 4' 16'

SCALE: 3/16"=1'

T/CONCRETE DECK T/CONCRETE DECK T/CONCRETE DECK

A

SD1001 3/16"=1'-0"

SECTION

B

SD1001 3/16"=1'-0"

SECTION

DEMOLITION SECTION OUTER DOWNSTREAM WALL

T/EXIST PARAPET

T/EXIST PARAPET

T/EXIST PARAPET

PER 2 UNITS HORIZONTAL.

SIDE OF EXISTING LIGHT RECESS. TRANSITION SLOPE TO BE 1 UNIT VERTCAL

3. REDUCE DEPTH OF DEMOLITION TO 8", FOR A DISTANCE OF 6" ON EITHER

INCLUDING SPALLS, EXPOSED REINFORCING AND DELAMINATIONS.

2. VERIFY SIZE AND LOCATION OF ALL DETERIORATED CONCRETE

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

NOTES:

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12'-6"

14'-5"

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3'-0"

5'-0"18 TREADS @ 10" =15'-0"

22'-0" 11'-0" 6'-0"

1'-0"

6'-0"3'-0" 3'-0"

1'-0"

2'-0"

4'-0"

FIELD JOINT

REINSTALLED.

AND STORE ON SITE. RAIL IS TO BE

EXISTING GANTRY RAIL, REMOVE

FIELD JOINT

EXISTING CONCRETE

4"

EL 982.55

EL 983.0

SEE NOTE 6 ON DWG SD1001.

AND REMOVED AS NECESSARY.

CONCRETE TO BE SOUNDED

B

WORK BAY

UNIT ROOM

STAND - BY

LEGEND:

0 4' 8'2'

SCALE: 1/4"=1'

EL 982.55

EL 967.38

SEE SHEETS C-3022, E-1001 AND REFERENCE DRAWINGS.

6. DRAINAGE PIPE AND EXISTING UTILITIES NOT SHOWN FOR CLARITY.

TO NOTE 6 ON SHEET SD1001.

LOOSE CONCRETE SHALL BE REMOVED TO SOUND CONCRETE. REFER

HATCHED AREAS TO VERIFY ADEQUACY. ALL DETERIORATED AND

5. THE CONTRACTOR SHALL SOUND THE CONCRETE SHOWN IN THE

SEE SPECIFICATIONS.

4. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

AND LIGHTING COMPONENTS.

3. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL

INCLUDING SPALLS, EXPOSED REINFORCING AND DELAMINATIONS.

2. VERIFY SIZE AND LOCATION OF ALL DETERIORATED CONCRETE

TO START OF WORK.

CONDITIONS AND NOTIFY COR OF ANY DISCREPANCIES PRIOR

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND

NOTES:

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STAIRWELL ENCLOSURE

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EL 970.55

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DEMOLITION WORK BAY STAIRS

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AS NECESSARY. REFER TO NOTE

REMOVE TO SOUND CONCRETE

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E

SD3004

C

SD1001 1/4"=1'-0'

SECTION DEMOLITION WORK BAY STAIRS

B

- 1/4"=1'-0'

SECTION DEMOLITION WORK BAY STAIRS

9"

1'-0"

1'-9"

1'-0"

VARIES

56'-7 1/2"

52'-0"

AREA TO BE REMOVED

DEMOLITION SECTION INNER UPSTREAM WALL

A

SD1020 3/16"=1'-0"

SECTION

F

SD1020 1/2"=1'-0"

SECTION G

SD1020 1/2"=1'-0"

SECTION H

SD1020 1/2"=1'-0"

SECTION

B

SD1020 3/16"=1'-0"

SECTION

DEMOLITION SECTION OUTER DOWNSTREAM WALL

TOP OF ROADWAY ELEV. 982.55

ELEV. 982.55

TOP OF CONCRETE DECK

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MONOLITH #12

T/CONCRETE DECK

T/EXIST PARAPET

T/CONCRETE DECK

T/EXIST PARAPET

T/EXIST PARAPET

A1

LEGEND

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SCALE: 1/2"=1'

8'0 4' 16'

SCALE: 3/16"=1'

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PER 2 UNITS HORIZONTAL.

SIDE OF EXISTING LIGHT RECESS. TRANSITION SLOPE TO BE 1 UNIT VERTICAL

3. REDUCE DEPTH OF DEMOLITION TO 8" FOR A DISTANCE OF 6" ON EITHER

INCLUDING SPALLS, EXPOSED REINFORCING AND DELAMINATIONS.

2. VERIFY SIZE AND LOCATION OF ALL DETERIORATED CONCRETE

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

NOTES:

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CLPIER #10

(TYP)

CONCRETE RECESS

FRAME AND GRATING

AIR VENT GRILLE

BRIDGE NOT SHOWN

SPILLWAY SERVICE

CONDUIT RECESS

BRIDGE NOT SHOWN

SPILLWAY SERVICE

GATE

BRIDGE RAILING

SPILLWAY SERVICE

4'-0"

A P

P R

O X

RECESS

DEVICE

DOGGING

10"

6'-3"

41'-6"

1'-6"

4'-3"

2'-6"

4'-3"

6"

2'-6"

"2 11'-8

"2 117'-3"2

13'-31'-10"

33'-6"

2'-9"

3'-0"

GATE RECESS

SPILLWAY CREST

5'-8" X 7'-0" SLUICE

15" AIR VENTS FROM

9'-6"

9"

9"

9'-6"7'-3"

9"9" 10"

4'-9"

9"

9'-0"

9"

9"

LEGEND

CONCRETE REPAIR AREA

0 4' 8'2'

SCALE: 1/4"=1'

OPERATIONS IN THE AFFECTED AREA.

LOOSE OR UNSOUND CONCRETE EXCEED 4" IN DEPTH AND CEASE DEMOLITION

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF AREAS OF 3.

CONCRETE REMOVAL.

PROTECT ALL EXISTING UTILITIES (ELECTRICAL, GREASE LINES, ETC) DURING 2.

FIELD VERIFY DIMENSIONS1.

NOTES:

K

SD1020 1/4"=1'-0"

SECTION

DEMOLITION SECTION PIER #10

FOR DETAILS

SEE SHEET S-5021

CONCRETE REPAIR

ELEV. 989.25

ELEV. 987.5

ELEV. 980.08

EL 982.55

EL 979.05

EL 977.39

EL 978.05

EL 974.55

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2'-0"

1'-0"

2"

6"

EL 978.05

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MONOLITHS 7

PIER CHAMBER IN

AIR VENT GRILLE FOR

FLOW

L 6x4x1/2

4"

9"

31'-6" C/C BRIDGE BEARINGS

27 WF 106

9"

4"

30'-0" F/F PIERS

32'-2" OUTSIDE TO OUTSIDE

L4x3x3/8 FS

L3x3x3/8 NS

L2 1/2x2 1/2x5/16

/4

/8

/8

2 - L4x3x3/8

L4x3x3/8

2 - L4x3x3/8 L6x4x1/2 2 - L4x3x3/8

L4x3x3/8

L4x3x3/8 FS

L3x3x3/8 NS

L2 1/2x2 1/2x5/16

L 5x3 1/2x3/8

"C /C G

IR

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32'-9" O/O WALKWAY W1

HOOKED AT END OF SPAN

GRATING BOLTS FOR FASTENING,

1" GRATING

27WF106

1L6X4X

27 WF 106

6" MAX SPACING

29'-10 1/4 " O/O GRATING AND HANDRAIL

/8

6'-6 5/8 " 5'-10 3/4 " 5'-10 3/4 " 5'-10 3/4 " 6'-6 5/8 "

34'-6 9/16 " O/O HAND RAIL

1'-4 1/8" 1'-4 1/8"

3 3/4x1/8 FILL PL 6x3/8 PL 6x3/8 PL

5 SPACES @ 5'-10 3/4" = 29'-5 3/4"

3/8" STIFF PL ABT 24" C/C

B S-3024

A

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- 1/2"=1'-0"

SECTION

A

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STRUCTURE CONTAINS LEAD BASED PAINT.5.

WHEN PAINTING IS COMPLETE.

BEARINGS PRIOR TO PAINTING. REINSTALL GREASE LINES

REMOVE GREASE LINES, PLUG ANY OPENINGS AND PROTECT 4.

LIMITED TO, GIRDERS AND BRACING PER SPECIFICATION.

CLEAN AND PAINT ALL STEEL SURFACES INCLUDING, BUT NOT 3.

FIELD VERIFY DIMENSIONS.2.

WHOLE STRUCTURE IS EXISTING, UNLESS NOTED OTHERWISE.1.

NOTES:

S-1041 S-1034

DETAIL SPILLWAY SERVICE BRIDGE (TYP)

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/8

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W1

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L x x /8

L x x /8

L x x /8

L x x /8

L x x /8

3/8" RAISED PATT PL

8 1/4"

7 3/4"

3 1/2"

7 3/4"

8 1/4"

3 1/2 "

16 WF 40

80.2 # RAIL

A.S.C.E.

SPANS ONLY

DOWNSTREAM

U-BOLTS U4 FOR

OPPOSITE)

2'-0" CTRS

STUD B1 (SPACED

12 I 31.8

OPPOSITE

RAIL CLIP, 2'-0" CTRS

L 5x3 1/2x3/8

4" 1'-1"

5" 6"

2"3" 3"

U5

SLOT, HOLE, ANGLES & U-BOLTS

U1

PIPE

BLACK

4" STD

L 2 1/2x2 1/2x5/16

4x3/8 PL

1 1/2" HOLE

L 3x2 1/2x5/16

3/8" BOLTS & LOCK WASHERS

1/ 2"

/8

1'-6" 9'-6"

8"

2'-6"

3'-9"

4 x 4 M13.8

27 WF 106BEARING BRACKET

DOGGING DEVICE

3/4"

1/4"

L 2 1/2x2 1/2x5/16

L 5x31/2x3/8

5x3/8 FILL

1 1/32" SHIM

1 1/16" SHIM

1 1/2" STD BLACK PIPE

1 1/16" HOLE

1/8" FILL

6x3/8 PL 4"x3/8 PL

FLOW

B S-3023 1"=1'-0"

SECTION

PAINTING IS COMPLETE.

REPAINTING OF SERVICE BRIDGE STEEL. RAIL AND GRATING TO BE REINSTALLED AFTER

REMOVE CRANE RAIL AND GALVANIZED STEEL GRATING PRIOR TO CLEANING AND 6.

DRAWINGS 038aa-U1-53/3.1 AND L9038aa-553_S-509.

DOGGING DEVICE COMPONENTS WHEN PAINTING IS COMPLETE. SEE REFERENCE

THE WEATHER, DUST, DIRT, AND DAMAGE FROM CONSTRUCTION WORK. REINSTALL

THE REMOVED COMPONENTS SHALL BE STORED ON SITE AND PROTECTED AGAINST

FIXTURES SHALL BE REMOVED SO THAT WORK CAN BE DONE ON THE BRIDGE GIRDERS.

SHAFT, BEARINGS, GREASE LINES, PINION SHAFT, OPERATING LEVER, AND ASSOCIATED

LEADING UP TO THE CONNECTOR SHAFT SHALL REMAIN IN PLACE. THE CONNECTOR

CREST GATE DOGGING MECHANISM. THE DOGGING DEVICES AND LINKAGE ARMS

THE CONSTRUCTION WORK REQUIRES PARTIAL DISASSEMBLY AND REMOVAL OF THE 5.

PAINTING. REINSTALL GREASE LINES WHEN PAINTING IS COMPLETE.

REMOVE GREASE LINES, PLUG ANY OPENINGS AND PROTECT BEARINGS PRIOR TO 4

AND BRACING PER SPECIFICATIONS.

CLEAN AND REPAINT ALL STEEL SURFACES INCLUDING BUT NOT LIMITED TO GIRDER 3.

FIELD VERIFY ALL DIMENSIONS.2.

EXISTING, UNLESS NOTED OTHERWISE.1.

NOTES:

0 1' 2'6"

SCALE: 1"=1'

S E

C T

IO

N

R T

Y S

Z K

IE

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L W

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ID

G E

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S-3024-A

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R

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A

B

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

D E

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D B

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D R

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C H

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K E

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S

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S

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A T

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IT

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N N

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C O

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M A

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U .S

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P S O

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®of Engineers

US Army Corps

-S

E P -2

:5

P

IT

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G E R

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CERTIFIED FINAL DOCUMENTS

7 1/4"

A

A

A

2" R

FOR EACH RAIL CLIP

ELEV 983.0

1'-0" R

3 3/8" R

3/8" PL

(CONCRETE NOT SHOWN FOR CLARITY)

SPILLWAY SERVICE BRIDGE

3"

3 3/8"

2 1/4"

3 1/2"

/2

/2

4'-3"

/1

6 1/8"

2 1/2"

/4

/4

HP EL 982.55

HP EL 982.55

EL 982.43

T/DRAIN

EL 982.43

T/DRAIN

EL 982.43

T/DRAIN

PIPE (TYP)

" DIA SCH 40 STD 2

3/4" "V" JOINTS

WATERPROOFING IN

ASPHALT TYPE

C /C G

IR

D E

R S

HP EL 982.55

HP EL 982.55

#4 BARS @ 6" MAX CC

#4 BARS @ 6" MAX CC

3/4" "V" JOINTS

ASPHALT TYPE WATERPROOFING IN

2"

CONCRETE SLAB

STEEL TO PVC COUPLER

BEAM

FLANGE. TIE TO FLOOR

BOTTOM OF GIRDER

TO EXTEND 4" MIN BELOW

1 1/2" DIA SCH 40 PVC PIPE

INTO SLAB (TYP).

STEEL PIPE CAST

1 1/2" DIA SCH 40 STD

M

IN

#4 BARS @ 6" MAX CC

#4 BARS @ 6" MAX CC

32'-2" OUTSIDE TO OUTSIDE OF SLAB

2"

9'-6" CC GIRDERS

"16 79'-5

N

F L

O W

0 1' 2'6"

SCALE: 1"=1'

0 2' 4'1'

SCALE: 1/2"=1'

STRUCTURAL MEMBERS OMITTED

B

A

/2 F

IE

L D V

E R

IF

Y

#4 BARS @ 12" MAX CC

#5 BARS @ 9" MAX CC

A

- 1/2"=1'-0"

SECTION

S-1041 S-1034

DETAIL - PLAN CONCRETE DECK

Y S

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IC

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D E

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G E C

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G R

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S-3025-A

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/1

R

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IS

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M E

N D

M E

N T

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

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Y

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®of Engineers

US Army Corps

-S

E P -2

:5

P

IT

T S

B U

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H D

IS

T R

IC

T

A N

S I

D

L

IB

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T Y A

V E

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IT

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A

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W N

B

P L

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A T

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O H

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IV

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A S

IN

L O

Y A

L H

A N

N A R

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ID

G E R

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A B

IL

IT

A T

IO

N

B A

S E C

O N

T R

A C

T

CERTIFIED FINAL DOCUMENTS

#4 BARS @ 12" MAX CC

#5 BARS @ 9" MAX CC

B

- 1"=1'-0"

SECTION

SLOPE

SLOPE SLOPE SLOPESLOPE SLOPE SLOPE

SLOPE SLOPE SLOPESLOPE SLOPE

S L

O P

E

S L

O P

E

WALKWAY NOT SHOWN

WALKWAY NOT SHOWN

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

6. TOP BARS TO HAVE A 2 1/2" MINIMUM CLEAR COVER UNLESS NOTED OTHERWISE.

5. BOTTOM BARS TO HAVE A 2" MINIMUM CLEAR COVER UNLESS NOTED OTHERWISE.

4. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE 4500 psi.

3. ALL REINFORCEMENT TO CONFORM TO ASTM A615, GRADE 60.

2. CONCRETE SLABS SHALL BE PLACED AS A SINGLE MONOLITH POUR.

1. FIELD VERIFY DIMENSIONS.

NOTES:

SLOPE SLOPE

/2

C L

R

/2

C L

R

C L

R

/2

C L

R

A

A

A

A

A

EXISTING REBAR

EXISTING REBAR

/2

CONCRETE SLAB

REMOVE CONCRETE SLAB ONLY

32'-2"

"2 12 "2

9'-6" C/C GIRDERS

C /C G

IR

D E

R S

32'-2" OUT TO OUT OF SLAB

AREA TO BE REMOVED

A

A A A A A A

B

A

LEGEND:

A

- 1/2"=1'-0"

SECTION

B

- 1"=1'-0"

SECTION

3. ALL STEEL MEMBERS TO REMAIN.

PROCEDURES IN ACCORDANCE WITH THE SPECIFICATIONS.

THE EXISTING DAM GATE. SUBMIT PLAN TO SHOW DEMOLITION

2. CARE SHALL BE TAKEN TO PREVENT DEBRIS FROM DAMAGING

DISCREPANCIES PRIOR TO START OF WORK.

CONDITIONS AND NOTIFY CONTRACTING OFFICER OF ANY

1.…