Plans.pdf

PDF 18 MB Posted Aug 8, 2017

Attached to: Repairs to the Herring Run at the Cape Cod Canal Recreation Area, Bourne, MA
Solicitation number: W912WJ-17-B-0016
Issued by: Department of the Army Corps of Engineers Engineering District New England

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File	Type	Posted
Amendment_W912WJ-17-B-0016-0003.pdf	PDF	Aug 29, 2017
Amendment_W912WJ-17-B-0016-0002.pdf	PDF	Aug 24, 2017
Amendment_W912WJ-17-B-0016-0001.pdf	PDF	Aug 15, 2017
Specifications.pdf	PDF	Aug 8, 2017
W912WJ-17-B-0016.pdf	PDF	Aug 8, 2017

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REPAIR CONCRETE SPALLS,

ABRASIONS, AND SCOUR POCKETS

ALONG LENGTH OF SLUICEWAY

RECONSTRUCT DETERIORATED PORTIONS

OF CONCRETE FLUME (4 FT LENGTH MAX., EACH

SIDE) SEE FLUME WALL RECONSTRUCTION

DETAILS SHEET

EXISTING CONCRETE WEIR (TYP.)

CONCRETE JOINT

LOCATION (TYP.)

EXISTING SLUICEWAY

GENERAL NOTES:

1. SLUICEWAY ALIGNMENT SHOWN BASED OFF USACE SURVEY CONDUCTED POST 2000.

2. ALIGNMENT AND DIMENSIONS FOR ALL ELEMENTS OF THE FISHWAY DOWNSTREAM OF THE SLUICEWAY BASED OFF FISHWAY

CONSTRUCTION DRAWINGS DATED JULY 21, 1936 AND AUGUST 17, 1936.

3. THE CONTRACT DRAWINGS DEPICT DIMENSIONS AND LOCATIONS OF VARIOUS DEFECTS, INCLUDING POPOUTS, SPALLS, AND CRACKS.

4. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND EXTENT OF ALL DETERIORATED AREAS BY SOUNDING CONCRETE.

5. THE CONTRACTOR MAY REMOVE AND REINSTALL ANY FIXTURES, CONDUITS, WIRES, BRACKETS, ETC. THAT MAY IMPEDE OR HINDER THE REPAIR OF AREAS COVERED OR IMPEDED BY THESE COMPONENTS. SUCH ACTIONS MUST BE APPROVED BY AND COORDINATED

WITH THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO REMOVAL.

6. THE CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO MINIMIZE IMPACT TO THE FUNCTIONALITY OF THE FISHWAY. FISH SPAWNING ACTIVITY CAN BE PRESENT FROM APRIL TO NOVEMBER EACH YEAR. SCHEDULE LIMITATIONS ARE CLEARLY DELINEATED IN SPECIFICATION SECTION 01 11 00, PARAGRAPH 1.6.2.4 SCHEDULE IMPACTS TO FISHWAY. CONTRACTORS MUST BE AWARE OF SCHEDULING LIMITATIONS PRIOR TO SUBMITTING A BID.

7. SOME PARTS OF THE WORK AREA ARE IN THE TIDAL ZONE FROM THE CAPE COD CANAL. THE CONTRACTOR SHALL PLAN AND

SEQUENCE WORK IN THE TIDAL ZONE TO OCCUR AROUND THE LOW TIDE SCHEDULE.

8. THE TOWN OF BOURNE DEPARTMENT OF NATURAL RESOURCES (DNR) HAS THE ABILITY TO RESTRICT WATER FLOW INTO THE FISHWAY FROM THE UPSTREAM POND FOR LIMITED PERIODS OF TIME. WHEN NECESSARY TO ALLOW FOR THE COMPLETION OF WORK, THE CONTRACTOR CAN REQUEST THE CONTRACTING OFFICER'S REPRESENTATIVE TO REQUEST THE TOWN OF BOURNE DNR TO RESTRICT WATER FLOW FOR LIMITED PERIODS OF TIME. SCHEDULE LIMITATIONS ARE CLEARLY DELINEATED IN SPECIFICATION SECTION 01 11 00, PARAGRAPH 1.6.2.4 SCHEDULE IMPACTS TO FISHWAY. CONTRACTORS MUST BE AWARE OF

SCHEDULING LIMITATIONS PRIOR TO SUBMITTING A BID.

9. CONTRACTOR'S STAGING AREA WILL BE LOCATED WITHIN THE HERRING RUN PARKING AREA LOCATED EAST OF THE FISHWAY WITH THE FINAL AREA TO BE DETERMINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AT THE PRECONSTRUCTION

CONFERENCE.

10. CONTRACTOR TO REMOVE ALL EXISTING WOODEN WEIRS WITHIN THE LIMITS OF THE SLUICEWAY AS REQUIRED TO PERFORM WORK.

ALL REMOVED WOODEN WEIRS ARE TO BE REINSTALLED FOLLOWING COMPLETION OF THE WORK.

11. CONTRACTOR TO REMOVE ALL VEGETATION FROM ALL VERTICAL FACES WITHIN THE LIMITS OF THE WORK AREA AS REQUIRED TO

PERFORM WORK.

12. CONTRACTOR CAN DEWATER THE EXISTING UPPER FLUME (ABOVE TIDAL INFLUENCE) BY HAVING ALL FLOW DIRECTED INTO THE 36 INCH REINFORCED CONCRETE PIPE BYPASS CHANNEL IN ACCORDANCE WITH SCHEDULE LIMITATIONS AS DELINEATED IN SPECIFICATION SECTION 01 11 00, PARAGRAPH 1.6.2.4. TIDES MUST BE TAKEN INTO CONSIDERATION FOR SOME OF THIS WORK.

REMOVE EXISTING CONCRETE

SURFACE AND PLACE NEW

CONCRETE OVERLAY WITH

BROOM FINISH

REPAIR CONCRETE SPALLING

AT EXISTING OUTLET WALL AND

VOID IN EXISTING CULVERT CEILING

EXISTING SERVICE ROAD

EXISTING LOWER FLUME

(NOT IN CONTRACT)

EXISTING 36 IN DIAMETER

REINFORCED CONCRETE

PIPE (RCP) BYPASS (NOT

IN CONTRACT)

EXISTING CULVERT,

BELOW SERVICE

ROAD

CAPE COD CANAL

SCENIC HIGHWAY - U.S. ROUTE 6

EXISTING CONCRETE

BAFFLE WALL (TYP.

NOT IN CONTRACT)

STREAM FLOW

EXISTING

LOWER POOL

MEAN WATER LINE

EXISTING UPPER FLUME

F1 S-201

D1 S-201

B1 S-201

A1 S-201

EXISTING MIDDLE POOL

(NOT IN CONTRACT)

EXISTING UPPER POOL

SPALLING AREA, 50 FT LONG

EXISTING INLET

WALL (NOT IN

CONTRACT)

REPLACE JOINT SEALANT ALONG

LENGTH OF SLUICEWAY

EXISTING CONCRETE

APRON TO REMAIN

(TYP. NOT IN CONTRACT)

REMOVE AND REPLACE

EXISTING FENCING (TYP.)

APPROXIMATE EXTENT

OF TIDAL LIMITS

A1 S-504

Sim

PLACE NEW

RIPRAP (TYP.)

PROPOSED CONTRACTOR

STORAGE AND STAGING AREA

EXISTING STRUCTURE

EXISTING WALKING PATH

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SCALE: 1" = 20'-0"B1 HERRING RUN FISHWAY PLAN VIEW

PLAN NORTH

INSTALL 10 PAIRS OF STAINLESS STEEL

CHANNELS TO REPLACE BAFFLE

SLOTS WITHIN CULVERT

PLACE NEW RIPRAP (TYP.)

MAXIMUM THICKNESS NOT TO EXCEED

18 IN ABOVE EXISTING GRADE (TYP.)

REMOVE EXISTING CONCRETE

SURFACE AND PLACE NEW CONCRETE

OVERLAY WITH BROOM FINISH TO

MATCH EXISTING PROFILE SEE

DETAIL D7, SHEET S-504

EXISTING SERVICE ROAD

EXISTING CONCRETE

APRON TO REMAIN (TYP.

NOT IN CONTRACT)

INSTALL 8 PAIRS OF STAINLESS STEEL

CHANNELS TO REPLACE BAFFLE

SLOTS WITHIN UPPER FLUME

STREAM FLOW

SCENIC HIGHWAY - U.S. ROUTE 6

REPAIR CONCRETE SPALLING AT

EXISTING OUTLET WALL AND VOID IN

EXISTING CULVERT CEILING

(BELOW OVERLAY)

RECONSTRUCT DETERIORATED

PORTIONS OF CONCRETE FLUME

(4 FT LENGTH MAX., EACH SIDE)

CAPE COD CANAL

MEAN WATER LINE

EXISTING 36 IN DIAMETER

RCP BYPASS (NOT IN CONTRACT)

E1 S-202

Sim

A1 S-202

Sim

EXISTING INLET WALL

(NOT IN CONTRACT)

REPLACE EXISTING FENCE,

SEE SHEET S-103

PLACE RIPRAP TO MATCH EXISTING

GRADES. LIMITS OF SLOPES ARE

TO BE ADJUSTED TO MEET FIELD

CONDITIONS. SEE NOTES. (TYP.)

TOP ELEVATION OF RIPRAP AT

SLOPE TO MATCH TOP OF

CULVERT OUTLET WALL (TYP.)

APPROXIMATE EXTENT

OF TIDAL LIMITS

MAX.

5' - 0"

" M

RIPRAP NOTES:

1. CONTRACTOR TO PROVIDE RIPRAP MATERIALS SIZED IN

ACCORDANCE WITH THE GRADATION REQUIREMENTS ON THE

CHART PROVIDED ON THIS SHEET AND WHICH CONFORM TO THE

REQUIREMENTS OF THE MASSDOT SPECIFICATIONS SECTION M2

"AGGREGATES AND RELATED MATERIALS".

2. CONTRACTOR TO PREPARE AREAS TO RECEIVE RIPRAP AND TO

PROVIDE AND PLACE RIPRAP IN ACCORDANCE WITH THE MASSDOT

SPECIFICATIONS SECTION 983 "REVETMENT" FOR DUMPED RIPRAP.

3. CONTRACTOR TO REWORK EXISTING RIPRAP TO A CONSISTENT

SLOPE AND ELEVATION SUITABLE TO RECEIVE PLACEMENT OF

NEW RIPRAP PRIOR TO PLACING NEW RIPRAP.

4. PLACE NEW RIPRAP IN AN INTERLOCKING FASHION ALONG

THE LOWER FLUME DOWN STREAM OF THE CULVERT OUTLET

WALL WITHIN THE LIMITS SHOWN (TYP.).

5. INTERLOCKING: ALL FACES OF THE SET RIPRAP WILL BE

TOUCHING ADJACENT RIPRAP INCLUDING THE BOTTOM

FACE (FACE CLOSEST TO THE STRUCTURE WITH NO BRIDGING

OF GAPS). IN AREAS WHERE RIPRAP CONTACTS BEDDING

STONE, PLACE RIPRAP FOR MAXIMUM CONTACT WITH

BEDDING STONE AND INTERLOCKING WITH ALL OTHER FACES OF

RIPRAP. EACH NEW OR EXISTING SET STONE WILL NOT

MOVE OR ROCK IN PLACE. THE MAXIMUM DIMENSION FOR VOID

SPACE BETWEEN ADJACENT STONES SHALL BE 18" IN ANY

DIMENSION IN A HORIZONTAL PLANE AND NOT MORE THAN THE

DEPTH OF ONE RIPRAP LAYER VERTICALLY, UNLESS

OTHERWISE ACCEPTED BY CONTRACTING OFFICER.

REMOVE AND REPLACE EXISTING

WOODEN BAFFLES (10 TOTAL)

WITHIN CULVERT

REMOVE AND REPLACE EXISTING

WOODEN BAFFLES (8 TOTAL)

WITHIN UPPER FLUME

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SCALE: 1" = 10'-0"A1 ENLARGED FLUME AND CULVERT LAYOUT

RIPRAP GRADATION SCHEDULE

PERCENT EQUAL

OR SMALLER

PERCENT LIGHTER

BY WEIGHT

MAX. WEIGHT

(LBS)

MAX. DIAMETER

(IN)

MIN. WEIGHT

(LBS)

MIN. DIAMETER

(IN)

D100 W100 300 18 150 14 D50 W50 120 13 85 12 D15 W15 80 12 65 10

FENCING TO REMAIN

REMOVE AND REPLACE EXISTING

FENCING (APPROX. 215 LF

INCLUDING GATE) SEE NOTES.

MAN GATE, SEE FENCING GATE

DETAIL SHEET. GATE TO OPEN

INTO SECURED AREA

FENCING TO

BE REPLACED

FENCING TO

BE REPLACED

EXISTING 36 IN

DIAMETER RCP BYPASS

(NOT IN CONTRACT)

EXISTING CULVERT, BELOW

SERVICE ROAD

STREAM FLOW

INSTALL ALL SIGNAGE FROM EXISTING

FENCING ONTO NEW FENCING IN SAME

LOCATIONS UNLESS OTHERWISE DIRECTED

BY THE CONTRACTING OFFICER'S

REPRESENTATIVE

EXISTING UPPER FLUME

APPROXIMATE EXTENT

OF TIDAL LIMITS

EXISTING INLET WALL

(NOT IN CONTRACT)

EXISTING MIDDLE POOL

(NOT IN CONTRACT)

CHAIN-LINK FENCING NOTES:

1. LENGTHS AND ALIGNMENTS OF FENCING SHOWN ARE APPROXIMATE. EXACT LOCATIONS OF FENCE AND GATES

WILL BE CONFIRMED IN THE FIELD.

2. CONTRACTOR SHALL PREPARE A PRELIMINARY LAYOUT OF NEW FENCE AND GATES AND MARK OUT PROPOSED LOCATIONS. UPON COMPLETION OF THE PRELIMINARY LAYOUT THE CONTRACTOR SHALL SCHEDULE A SITE WALK WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO REVIEW THE PROPOSED LAYOUT PRIOR TO MANUFACTURING

ANY PORTIONS OF THE FENCING.

3. THE CONTRACTOR SHALL PREPARE A REVISED LAYOUT REFLECTING COMMENTS RESULTING FROM THE SITE WALK.

PROPOSED ADJUSTED FENCING AND GATE LOCATIONS SHALL BE INCLUDED IN SHOP DRAWING SUBMITTALS PRIOR TO MANUFACTURING ANY FENCING OR GATES. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE OF THE FINAL LAYOUT FOR THE FENCING AND GATES PRIOR TO THE

MANUFACTURING OF ANY FENCING.

4. CHAIN-LINK FENCING TO BE INSTALLED SHALL MATCH THE COLOR, STYLE, AND CONSTRUCTION OF THE EXISTING

CHAIN-LINK FENCING TO REMAIN.

POST HOLE NOTES:

1. REMOVE EXISTING FENCE POSTS BY CUTTING POSTS FLUSH WITH TOP OF CONCRETE WALL

AND GRINDING EXPOSED METAL SMOOTH AS NECESSARY.

2. FILL COMPLETELY ALL EXISTING POST HOLES NOT DESIGNATED FOR REUSE WITH NON-SHRINK

GROUT.

3. INSTALL NEW FENCE IN SAME LOCATION AS PREVIOUSLY REMOVED FENCE. POST SPACING

SHALL BE THE SAME AS EXISTING WHERE POSSIBLE.

4. NEW FENCE SHALL MATCH PROFILE OF WALL AS MUCH AS PRACTICABLE. LOCATION OF ALL

NEW POSTS SHALL MATCH EXISTING POST LOCATIONS AS PRACTICABLE. FABRICATE AND

GALVANIZE POST ANCHOR ASSEMBLY AS SHOWN ON FENCING POST ANCHOR DETAILS SHEET.

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SCALE: 3/16" = 1'-0"A1 ENLARGED FENCE INSTALLATION LAYOUT

40' - 0"40' - 4 3/4"39' - 10 3/4"27' - 0"

1 SQ. FT SPALL,

2 IN DEEP

SCOUR POCKET, 0.3 FT x

2.25 FT x 0.4 FT DEEP

EXISTING BLOCKED OFF DRAIN

PIPE (NOT IN CONTRACT)

SPALL AREA, 50 FT LONG

x 6 IN x 2 IN DEEP

SPALL AREA AT JOINT,

6 IN EACH SIDE OF JOINT,

2.5 FT x 4 IN DEEP

JOINT REPLACEMENT WITH

SAWCUT, 6 IN x 5 FT x 4 IN DEEP

JOINT SEALANT REPLACEMENT TYP.

ALL JOINTS TO WATER LEVELWATER LEVEL

(TYP.)

SPALL AREA, 4 FT

x 6 IN x 2 IN DEEP

SPALL AREA, 6 IN

x 1.5 FT x 2 IN DEEP

STREAM FLOW

/D1 S-201

NOTE: WATER LEVEL SHOWN IN THE SECTIONS DEPICTED ON THIS SHEET ARE TYPICAL OF NORMAL OPERATIONAL CONDITIONS. MAXIMUM ANTICIPATED WATER DEPTH DURING NORMAL OPERATIONAL CONDITIONS IS 2' - 0". ALL JOINT REPAIRS AND REPLACEMENTS NOTED AS "TO WATER LEVEL" SHALL BE PERFORMED TO THE WATER LEVEL PRESENT DURING RESTRICTED FLOW CONDITIONS. FOR BIDDING PURPOSES THE CONTRACTOR SHALL ASSUME THE FULL HEIGHT OF SLUICEWAY WALLS FOR ALL JOINT REPAIRS AND REPLACEMENTS NOTED AS "TO WATER LEVEL". FULL HEIGHT OF SLUICEWAY WALLS

IS 11' - 6", TO BE VERIFIED IN FIELD.

40' - 1 1/4"39' - 9 5/8"40' - 0"39' - 3 5/8"

WATER LEVEL (TYP.)

EXISTING BLOCKED OFF DRAIN

PIPE (NOT IN CONTRACT)

ABRASION AREA

8 FT x 1 FT x 4 IN DEEP

SPALL AREA,

APPROX. 1 SQ. FT

WEIR (TYP.)

STREAM FLOW

/F1 S-201

JOINT SEALANT REPLACEMENT TYP.

ALL JOINTS TO WATER LEVEL

39' - 3 5/8"40' - 0"39' - 9 5/8"40' - 1 1/4"

ABRASION AREA, 8 FT x 1 FT x 4 IN DEEP

3 IN x 4 FT x 2 IN

DEEP GOUGE

JOINT REPLACEMENT WITH SAWCUT,

2.5 FT x 6 IN x 4 IN DEEP

WALL ABRASION

7 FT x 6 IN x 4 IN DEEPBAFFLE WALL

STREAM FLOW

/A1 S-201

WATER LEVEL (TYP.)

JOINT SEALANT REPLACEMENT TYP.

ALL JOINTS TO WATER LEVEL

27' - 0"39' - 10 3/4"40' - 4 3/4"40' - 0"

WATER LEVEL (TYP.)

JOINT SEALANT REPLACEMENT TYP.

ALL JOINTS TO WATER LEVEL

WEIR (TYP.)

STREAM FLOW

/B1 S-201

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SCALE: 1/8" = 1'-0"F1 SLUICEWAY NORTH WALL - SECTION 1

SCALE: 1/8" = 1'-0"D1 SLUICEWAY NORTH WALL - SECTION 2

SCALE: 1/8" = 1'-0"B1 SLUICEWAY SOUTH WALL - SECTION 3

SCALE: 1/8" = 1'-0"A1 SLUICEWAY SOUTH WALL - SECTION 4

0' - 2"

0' - 6" 1' - 6"

1' - 6"

0' - 6"

0' - 2"

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 4"

46' - 0"

3' - 6"

SECTION ON CENTERLINE OF TYPICAL FLUME

0' - 6"

SLOPE 1 IN 12

EXISTING 2" SLOT FOR

BAFFLES (TYP.) TO REMAIN

NEW STAINLESS STEEL

BAFFLE CHANNELS (TYP.)

STREAM FLOW

NEW STAINLESS STEEL CHANNELS TO

MAINTAIN SLOPE AND ALIGHNMENT OF

EXISTING BAFFLE SLOTS (TYP.)

TOP OF FLUME WALL

NOTE: RIGHT WALL SHOWN, LEFT WALL SAME.

FLUME INVERT (TYP.)

SEE FLUME WALL RECONSTRUCTION

DETAILS SHEET FOR FLUME WALL

RECONSTRUCTION DETAILS.

0' - 2"

0' - 6"

58' - 0"

SECTION ON CENTERLINE OF CULVERT

0' - 6"

0' - 8" 1' - 6"

3' - 6"

0' - 8"

6' - 4"

0' - 8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 4"

0' - 6" 0' - 7"

SLOPE 1 IN 12

EXISTING 2" SLOT FOR

BAFFLES TO REMAIN (TYP.)

6' - 0"

0' - 6"

5' - 0"

NEW STAINLESS STEEL

BAFFLE CHANNELS (TYP.)

EXISTING CULVERT

OUTLET WALL (BEYOND)

EXISTING CULVERT

INLET WALL (BEYOND)

STREAM FLOW

NEW STAINLESS STEEL CHANNELS TO

MAINTAIN SLOPE AND ALIGHNMENT OF

EXISTING BAFFLE SLOTS (TYP.)

CULVERT INVERT (TYP.)

NOTE: RIGHT WALL SHOWN, LEFT WALL SAME.

NOTE: SEE BAFFLE CHANNEL PLACEMENT DETAILS SHEET FOR PLACEMENT AND

INSTALLATION DETAILS OF BAFFLE CHANNELS WITHIN THE FLUME AND CULVERT.

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SCALE: 1/2" = 1'-0"E1 UPPER FLUME WALL ELEVATION

SCALE: 1/2" = 1'-0"A1 CULVERT WALL ELEVATION

EDGES OF CONCRETE SHALL BE "DOVETAILED"

TO CREATE A GREATER CAVITY BASE

STEEL PINS

W1.4, 2x2 WWF

NEW POLYMER-

MODIFIED CONCRETE

EXISTING CONCRETE

REPAIR PATCH BETWEEN 2" AND 6" DEPTH NOTES:

1. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1 INCH DEEP.

2. REMOVE ALL DETERIORATED CONCRETE TO MINIMUM DEPTH OF 2 INCHES.

3. FOR ALL REINFORCING STEEL THAT IS EXPOSED GREATER THAN 50% OF ITS

CIRCUMFERENCE, THE CONCRETE SHALL BE UNDERCUT BY A MINIMUM OF 1 INCH.

4. PLACE STEEL PINS AT MAXIMUM OF 12 INCHES ON CENTER. PINS SHALL

HAVE A MINIMUM EMBEDDED DEPTH OF 6" INTO SOUND CONCRETE.

5. FASTEN W1.4/1.4, 2 INCH x 2 INCH WELDED WIRE FABRIC (WWF) TO STEEL

PINS. ONLY USE WWF WHEN THE REPAIR AREA EXCEEDS 1.0 SQUARE FEET.

6. REPLACE REINFORCING STEEL IF LESS THAN 75% OF THE ORIGINAL REBAR

SECTION REMAINS AT ANY POINT ALONG THE EXPOSED REBAR. PROVIDE A

NEW BAR HAVING SECTION GREATER THAN THE MAXIMUM SECTION AREA

LOSS (#3 MINIMUM).

7. PROVIDE A LAP SPLICE AS INDICATED IN THE “BAR SPLICE CHART”.

8. SAND BLAST CONCRETE SURFACE TO REMOVE ALL LOOSE CONCRETE AND

LEACHATES.

9. INSTALL FORMS.

10. ENSURE REPAIR AREA IS SATURATED SURFACE DRY.

11. APPLY CORROSION INHIBITOR/BONDING AGENT TO EXPOSED PINS, WWF, AND

CONCRETE SUBSTRATE.

12. PLACE POLYMER-MODIFIED CONCRETE.

2" CLEAR

6" OR GREATER

2" CLEAR

#3 BARS AT 12 IN E.W. (TYP.)

#3 DOWELS DRILLED AND GROUTED

6" INTO SOUND CONCRETE (TYP.)

NEW PORTLAND CEMENT

EXISTING CONCRETE

REPAIR PATCH 6" OR GREATER DEPTH NOTES:

1. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1 INCH DEEP.

2. REMOVE ALL DETERIORATED CONCRETE TO MINIMUM DEPTH OF 6 INCHES OR

TO LIMITS SHOWN.

3. FOR ALL REINFORCING STEEL THAT IS EXPOSED GREATER THAN 50% OF ITS

CIRCUMFERENCE, THE CONCRETE SHALL BE UNDERCUT BY A MINIMUM OF 1 INCH.

4. DRILL AND GROUT #3 DOWELS AS SHOWN.

5. PLACE #3 BARS AS SHOWN.

6. REPLACE REINFORCING STEEL IF LESS THAN 75% OF THE ORIGINAL REBAR

SECTION REMAINS AT ANY POINT ALONG THE EXPOSED REBAR. PROVIDE A NEW

BAR HAVING SECTION GREATER THAN THE MAXIMUM SECTION AREA LOSS

(#3 MINIMUM).

7. PROVIDE A LAP SPLICE AS INDICATED IN THE “BAR SPLICE CHART”.

8. IF MORE THAN 75% OF THE ORIGINAL REBAR SECTION AREA REMAINS, THEN NO

REPLACEMENT IS REQUIRED.

9. SAND BLAST CONCRETE SURFACE TO REMOVE ALL LOOSE CONCRETE AND

LEACHATES.

10. INSTALL FORMS.

11. ENSURE REPAIR AREA IS SATURATED SURFACE DRY.

12. APPLY BONDING AGENT/CORROSION INHIBITOR TO EXPOSED REINFORCEMENT

AND CONCRETE SUBSTRATE.

13. PLACE PORTLAND CEMENT CONCRETE.

NEW BAR LAP SPLICE LENGTH

#3 1'-0"

BAR SPLICE CHART

1'-3"

1'-7"

1'-11"

2'-3"

2'-6"

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SCALE: 1 1/2" = 1'-0"D1

TYPICAL REPAIR PATCH BETWEEN 2" AND

6" DEPTH

SCALE: 1 1/2" = 1'-0"A1

TYPICAL REPAIR PATCH 6" OR GREATER

DEPTH

2" COVER OVER EXISTING

REINFORCEMENT

1" MIN. CLEAR BELOW

EXISTING REINFORCEMENT EXISTING FIBROUS

FILL MATERIAL

EXISTING REINFORCEMENT

SAWCUT MAXIMUM DEPTH OF 2"

PRIOR TO JOINT DEMOLITION.

ROUGHEN SAWCUT PRIOR TO

JOINT REPAIR.

0' - 6" 0' - 6"

CHAMFER TO MATCH EXISTING

SET BACKER ROD

3/4" DEEP (MIN.)

SEE NOTE 4

SEE NOTE 5

SEE NOTE 6

SEE NOTE 7

EXISTING FIBROUS FILL

MATERIAL TO REMAIN

SET BACKER ROD

3/4" DEEP (MIN.)

REMOVE EXISTING LOOSE FIBROUS FILL MATERIAL

FILL JOINT PER ELASTOMERIC SEALANT MANUFACTURER'S RECOMMENDATIONS

PLACE FOAM BACKER ROD

PLACE ELASTOMERIC SEALANT OVER BACKER ROD

EXISTING FIBROUS FILL MATERIAL TO REMAIN

JOINT REPAIR NOTES:

1. REPAIRS ADJACENT TO OR ACROSS ANY JOINTS SHALL INCLUDE REESTABLISHING THE

PROFILE OR CONFIGURATION OF THE EXISTING DUMMY AND CONTROL JOINTS.

2. THE SEALANT AT ALL CONTROL JOINTS SHALL BE REMOVED AND REPLACED WITH AN

ELASTOMERIC JOINT SEALER, AS SPECIFIED.

3. CONTRACTOR SHALL TAKE CARE AROUND EXISTING REINFORCEMENT WHEN REMOVING CONCRETE.

4. CONCRETE SHALL BE PLACED ON ONE OR BOTH SIDES OF JOINT AS SPECIFIED ON THE DRAWINGS.

5. REMOVE EXISTING LOOSE FIBROUS FILL MATERIAL. FILL JOINT PER ELASTOMERIC SEALANT

MANUFACTURER'S RECOMMENDATIONS

6. FOAM BACKER ROD. BACKER ROD AT JOINT SHALL BE INSTALLED OVER FIBROUS FILL MATERIAL.

7. ELASTOMERIC JOINT SEALANT. ELASTOMERIC JOINT SEALANT AT JOINT SHALL BE INSTALLED OVER

BACKER ROD.

8. FOLLOW CONTROL JOINT SEALANT MANUFACTURER’S RECOMMENDATIONS FOR APPLICATION

PROCEDURES.

9. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

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TYPICAL CONCRETE SPALL AT JOINT

SAWCUT DETAIL

SCALE: 1 1/2" = 1'-0"B1

TYPICAL CONCRETE SPALL REPAIR AT

JOINT DETAIL

SCALE: 1 1/2" = 1'-0"E6

TYPICAL JOINT SEALANT REPLACEMENT

DETAIL

EXISTING CAST-IN-PLACE

BAFFLE SLOT (TYP.)

0' - 2" M

IN.

2' - 0

THREE KWIK-CON II+ 14-234 THWH

CONCRETE AND MASONRY

SCREWS, OR APPROVED EQUAL,

STAINLESS STEEL (TYP.) PLACED

IN 5/16" DIAMETER BOLT HOLES (TYP.)

NEW C CHANNEL TYPE 316

STAINLESS STEEL (TYP.) PENN

STAINLESS 3 x 6.00, OR

APPROVED EQUAL,

VARIES

NOTES:

1. CONTRACTOR TO VERIFY CONDITION OF CONCRETE PRIOR TO INSTALLATION OF NEW

BAFFLE CHANNELS. FINAL LOCATION OF NEW BAFFLE CHANNELS TO BE APPROVED BY

THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

2. OFFSETS FROM ORIGINAL CAST-IN-PLACE BAFFLE SLOTS SHALL BE COORDINATED ON

BOTH SIDES OF THE FLUME OR CULVERT TO KEEP NEW BAFFLE CHANNELS IN ALIGNMENT.

3. NEW CHANNELS ARE NOT TO BE INSTALLED IN EXISTING CAST-IN-PLACE BAFFLE SLOTS.

VARIES

INVERT OF FLUME

OR CULVERT

NEW STAINLESS STEEL CHANNELS TO

MAINTAIN SLOPE AND ALIGHNMENT OF

EXISTING BAFFLE SLOTS (TYP.)

5/8" DECK BOARDS (TYP.)

2 x 4 (TYP.)

VARIES

0' - 2 1/8"

DOWNSTREAM FACE UPSTREAM FACE PROFILE

2 x 4 BEYOND (TYP.)

5/8" DECK BOARDS (TYP.)

STAINLESS STEEL SCREW

FASTENERS, TWO PER EACH

END OF EACH DECK BOARD (TYP.)

EXISTING CAST-IN-PLACE

BAFFLE SLOT TO REMAIN (TYP.)

VARIES

NEW STAINLESS STEEL

BAFFLE CHANNELS (TYP.)

CONCRETE FLUME OR CULVERT

A1 S-503

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A8 S-503

Sim

A5 S-503

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CULVERT STRUCTURE (TYP.)

NEW STAINLESS

STEEL BAFFLE

CHANNELS (TYP.)

0' - 8" 2' - 4" 0' - 8"

3' - 8"

0' - 2" 0' - 2"

0' - 3"

8" 1'

6" 0'

FLUME STRUCTURE (TYP.)

NEW STAINLESS STEEL

BAFFLE CHANNELS (TYP.)

0' - 6" 0' - 2" 2' - 0" 0' - 2" 0' - 6"

3' - 4"

6" 1'

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SCALE: 1 1/2" = 1'-0"E6 TYPICAL WOOD BAFFLE

SCALE: 1 1/2" = 1'-0"E1

BAFFLE CHANNEL ALIGNMENT PLAN VIEW

(TYPICAL)

SCALE: 1 1/2" = 1'-0"A8

BAFFLE CHANNEL ALIGNMENT WITHIN

CULVERT SECTION VIEW

SCALE: 1 1/2" = 1'-0"A5

BAFFLE CHANNEL ALIGNMENT WITHIN

FLUME SECTION VIEW

NEW #4 DOWELS AT 1 FT O.C.

EXTENDING 24 IN INTO OUTLET

WALL (TYP.)

CENTERLINE OF

EXISTING CULVERT

3' - 8" 11' - 6"

6" 3'

C O

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REMOVE AND REPLACE TOP

1'-4" OF EXISTING CONCRETE

OUTLET WALL (TYP.)

A7 S-504

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A7 S-504

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(TYP.)

2' - 0"

EXISTING CULVERT OUTLET

WALL TO REMAIN (TYP.)

EXISTING CULVERT

TO REMAIN (TYP.)

PLACE CONCRETE TO AN ELEVATION

EQUAL TO THE LIMITS OF EXISTING

BROOMED CONCRETE SURFACE AND

MATCH EXISTING SLOPE

EXISTING EARTH FILL

FOR ROADWAY

EXISTING RIPRAP

BELOW SURFACE

TO REMAIN

REMOVE EXISTING CONCRETE

OVERLAY AND PLACE 2 IN THICK

CONCRETE OVERLAY WITH

BROOMED SURFACE

EXISTING GRAVEL

BASE FOR RIPRAP

TO REMAIN

PLACE CONCRETE TO

OVERLAP TOP OF OUTLET WALL

EXISTING CULVERT

BELOW ROADWAY,

TO REMAIN (TYP.)

0' - 6"

1' - 6"

0' - 2"

EXISTING CULVERT

OUTLET WALL

TO REMAIN (TYP.)

NOTE:

FORM NEW CONCRETE TO MATCH EXISTING DIMENSIONS , SLOPES,

AND SURFACE TREATMENTS OF OUTLET HEADWALL TO REMAIN.

1' - 8"

NEW CONCRETE

EXISTING CULVERT OUTLET

WALL TO REMAIN (TYP.)

NEW #5 BARS AT 12 IN

O.C. E.W. E.F. (TYP.)

D M

DRILL FOR DOWELS AND FILL

WITH NON-SHRINK GROUT (TYP.)

ROUGHEN CONCRETE

SURFACE

CENTERLINE OF

EXISTING CULVERT

23.00°

11' - 6"

0" 1'

1' - 0"

1' - 9"

2' - 9"

10' - 6"

CENTERLINE LOWER

FLUME TO CANAL

D7 S-504

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3' - 8"

REPAIR FULL DEPTH VOID IN

CULVERT CEILING AS PART OF

CULVERT OUTLET WALL REPAIR

EXISTING CULVERT OUTLET

WALL TO REMAIN (TYP.)

EXISTING CULVERT

TO REMAIN (TYP.)

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CULVERT OUTLET WALL CONCRETE

REPAIRS ELEVATION

SCALE: 1/2" = 1'-0"D7 CONCRETE OVERLAY DETAIL

SCALE: 3/4" = 1'-0"A7

CULVERT OUTLET WALL CONCRETE

REPAIRS SECTION

SCALE: 1/2" = 1'-0"D1

CULVERT OUTLET WALL CONCRETE

REPAIRS PLAN VIEW

NEW #4 BARS (TYP.)

CONSTRUCTION

JOINT (TYP.)

EXISTING

#4 BARS (TYP.)

NEW #4 BARS (TYP.)

EXISTING

#4 BARS (TYP.)

6" 1'

0' - 6" 0' - 2" 2' - 0" 0' - 2" 0' - 6"

3' - 4"

EXISTING BAFFLE SLOT (TYP.)

CONCRETE FLUME

ORIGINAL CAST-IN-PLACE

BAFFLE SLOT (TYP.).

DO NOT REPRODUCE BAFFLE

SLOT IN NEW CONCRETE.

NOTE: TYPICAL TREATMENT OF EACH WALL OF FLUME.

INVERT OF FLUME

NEW CONCRETE (TYP.)

NEW #4 BARS VERTICAL

AT 6" O.C. E.F. (TYP.)

NEW #4 BARS HORIZONTAL

AT 6" O.C. E.F. (TYP.)

CURRENT LIMITS OF

DETERIORATION

(APPROX. TYP.)

NEW #4 BARS (TYP.)

EXISTING CONCRETE

TO REMAIN(TYP.)

CONCRETE REMOVAL

3'-0" MIN. - 4' - 0" MAX.

EMBEDMENT (TYP.)

0' - 6" MIN.

6" 0'

0" 0'

6" 1'

DO NOT REPRODUCE BAFFLE

SLOTS IN NEW CONCRETE (TYP.)

ACTUAL WIDTH OF FLUME WALL

RECONSTRUCTION TO BE

PERFORMED SHALL BE COORDINATED

BETWEEN THE CONTRACTOR AND

CONTRACTING OFFICER'S REPRESENTATIVE

ELEVATION VIEW

PLAN VIEW

SECTION VIEW

C O

N C

E R

O X.

CONCRETE REMOVAL

3'-0" MIN. - 4' - 0" MAX.

EMBEDMENT (TYP.)

0' - 6" MIN.

4" M

NEW REBAR GROUTED INTO

EXISTING SOUND CONCRETE (TYP.)

NEW REBAR GROUTED INTO

EXISTING SOUND CONCRETE

USING NON SHRINK GROUT (TYP.)

E R

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C O

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EXISTING CONCRETE (TYP.)

NEW CONCRETE (TYP.)

D M

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UPPER FLUME WALL RECONSTRUCTION

DETAILS

NOTES:

1. CHAIN-LINK FENCING TO BE INSTALLED SHALL MATCH THE COLOR, STYLE, AND CONSTRUCTION OF THE

EXISTING CHAIN-LINK FENCING TO REMAIN.

2. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE

SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

3. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURED AREA.

TRUSS ROD TRUSS ROD

LINE POST

TENSION WIRE

BRACE RAILS

PULL POST

BRACE RAILS

LINE POST

TENSION WIRE

NOTE: PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

TIE WIRES OR

CLIPS (TYP.)

TRUSS ROD (3/8" MIN. DIAM.)

CORNER, END,

OR PULL POST

BRACE RAIL

TOP RAIL OR TENSION WIRE

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

TENSION WIRE

TIE WIRES OR

HOG RINGS (TYP.)

BOTTOM OF FABRIC

LINE POST

TOP OF CONCRETE

WALL (TYP.)

10' - 0" MAX.

LINE POSTS TO BE EQUALLY SPACED

10' - 0" MAX.

CONTRACTOR TO INSTALL

NEW POSTS AT PREVIOUS

LOCATIONS AS MUCH AS

PRACTICABLE

CONCRETE WALL (TYP.)

1/ 2"

2" M

BOLTED POST ANCHOR

ASSEMBLY, SEE DETAIL

NOTE: POST SPACING VARIES. FENCE POSTS TO BE INSTALLED IN PREVIOUS POST LOCATIONS AS MUCH AS PRACTICABLE (TYP.)

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SCALE: 3/4" = 1'-0"D1 CHAIN-LINK SECURITY FENCE DETAIL

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP.)

BRACE RAIL

LATCH

BRACE RAIL

TRUSS ROD

BOTTOM TENSION WIRE

OR RAIL AS SPECIFIED (TYP.)

TOP OF CONCRETE WALL (TYP.)

TRUSS ROD

(TYP.)

HINGES

GATE POST

C E

GATE LEAF

GATE OPENING

BOLTED POST ANCHOR

ASSEMBLY, SEE DETAIL

GATE NOTES:

1. CHAIN-LINK FENCING TO BE INSTALLED SHALL MATCH THE COLOR, STYLE, AND CONSTRUCTION

OF THE EXISTING CHAIN-LINK FENCING TO REMAIN.

2. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER

TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE

SPECIFICATIONS.

3. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND

GATE KEEPERS EXCEPT AS NOTED.

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SEE NOTE 1

LEVELING NUTS AND WASHERS ON BOTTOM

TO KEEP BASE PLATE LEVEL PRIOR TO

GROUT PLACEMENT

FENCE POST (TYP.)

(SEE NOTE 2)

END CAP (TYP.)

G H

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FENCE POST NOTES:

1. 1/2" DIAMETER ASTM A193 GRADE B8, MINIMUM EMBEDMENT

OF 10". THREADED ROD, HOT DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A153. SET THREADED ROD INTO

DRILLED HOLE WITH SIMPSON STRONG TIE SET-XP EPOXY

ADHESIVE OR APPROVED EQUAL. EPOXY ADHESIVE SHALL

OBTAIN 2 DAY BOND STRENGTH OF 3700 PSI (ASTM C882).

2. FENCE POSTS AS SPECIFIED, SEE SPECIFICATION SECTION

32 31 13.

SEE NOTE 1

FENCE POST (TYP.)

(SEE NOTE 2)

END CAP (TYP.)

G H

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TYPICAL FENCE POST TYPICAL FENCE POST

ON ANGLED SURFACE

NON-SHRINK

GROUT (TYP.)

POST HOLDER TO BASE PLATE

1/4"

POST

POST HOLDER

7/16" DIAMETER

DRILLED HOLES

0' - 6 3/8"

2" 0'

POST ANCHOR BASE PLATE NOTES:

1. POST ANCHOR BASE PLATE SHALL BE FABRICATED FROM ASTM A36 STEEL; POST

HOLDER SHALL BE FABRICATED FROM APPROPRIATELY SIZED HSS PIPE (ASTM

A500) TO FIT THE SPECIFIED POSTS.

2. THE POST ANCHOR ASSEMBLY SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE

WITH ASTM A123 AFTER FABRICATION AND WELDING OF BASE PLATE AND POST HOLDER.

3. POST HOLDER SHALL BE CENTERED ON THE BASE PLATE. WELDING TO BE PERFORMED

IN ACCORDANCE WITH AWS D1.1.

4. BASE PLATE SHALL ALIGN WITH THE SLOPE OF THE CONCRETE WALL OR SURFACE ON

WHICH IT IS INSTALLED. THE POST HOLDER ASSEMBLY SHALL BE FABRICATED AND

INSTALLED TO ENSURE THE POST HOLDER WILL STAND VERTICAL.

5. OUTSIDE DIAMETER OF POST HOLDER SHALL BE EQUAL TO INSIDE DIAMETER OF POST.

6. DRILL TWO 7/16" DIAMETER HOLES IN POST AND POST HOLDER AND SECURE WITH TWO

3/8" DIAMETER BOLTS WITH NUT AND LOCK WASHERS. DRILLED HOLES SHALL BE

PERPENDICULAR TO EACH OTHER AS SHOWN.

NON-SHRINK GROUT BED

FLARE OUT 45° FROM BASE PLATE

SEE GROUT PAD

NOTE BELOW MATCHING NUTS AND WASHERS

TO THREADED ROD

5" APPROXIMATE EDGE DISTANCE. CONTRACTOR

TO FIELD VERIFY AND ADJUST AS NECESSARY

TO MATCH EXISTING POST LOCATIONS.

GROUT PAD NOTE:

ROUGHEN SURFACE OF CONCRETE WALL DIRECTLY UNDER THE NON-SHRINK

GROUT PAD TO 1/4" HALF-AMPLITUDE. APPLY BONDING AGENT TO CONCRETE

SURFACE PRIOR TO PLACING GROUT PAD. NON-SHRINK GROUT SHALL BE

QUIKRETE FASTSET OR APPROVED EQUAL. NON-SHRINK GROUT SHALL OBTAIN

7 DAY MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI (ASTM C109).

1/2" THICK PLATE

DIAMETER OF POST HOLDER

VARIES DEPENDING ON DIAMETER

OF LINE POST OR END POST. SEE

SPEC SECTION 32 31 13.

5/8" DIAMETER (TYP.)

0' - 1" 0' - 4 3/8"

0' - 6 3/8"

1" 0'

3/ 8"

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SCALE: 3/4" = 1'-0"D1 TYPICAL FENCE POST DETAIL

SCALE: 6" = 1'-0"A1 POST ANCHOR ASSEMBLY DETAIL

SCALE: 3" = 1'-0"D8 FENCE POST BASE SECTION

SCALE: 6" = 1'-0"A8 FENCE POST BASE DETAIL

Sheets

G-001 - COVER SHEET

S-101 - HERRING RUN FISHWAY PLAN VIEW

S-102 - FLUME AND CULVERT ENLARGED PLAN

S-103 - FENCE INSTALLATION LAYOUT ENLARGED PLAN

S-201 - SLUICEWAY WALL ELEVATIONS

S-202 - FLUME AND CULVERT SECTIONS

S-501 - TYPICAL CONCRETE SPALL REPAIR PROCEDURES AND DETAILS

S-502 - TYPICAL JOINT REPAIR DETAILS

S-503 - BAFFLE CHANNEL PLACEMENT DETAILS

S-504 - CULVERT OUTLET WALL CONCRETE REPAIR DETAILS

S-505 - FLUME WALL RECONSTRUCTION DETAILS

S-506 - FENCING DETAILS

S-507 - FENCING GATE DETAIL

S-508 - FENCING POST ANCHOR DETAILS

CAP-122_INFORMATIONAL DRAWINGS.pdf

D524_1.0

D524_11.0

D524_11.1

D524_11.2

File details come from the government source that posted it. Updated Nov 14, 2017.