SPILLWAY_STRUCTURE_CHUTE_SLAB_AND_WATERSTOP_REPAIR_-_FT._RANDALL_DAM,_SD_-_ADVERTISEMENT_-_FULL_SIZE.PDF
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- Solicitation number
- W9128F-18-R-0007
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...\30500 - Construction E&D\FRF0\30DA0 - Plans & Specs\CAD_BIM\_Sheets\30DA0 - P of Engineers
US Army Corps
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FORT RANDALL DAM, SOUTH DAKOTA
OMAHA DISTRICT
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AND WATERSTOP REPAIR
SPILLWAY EXPANSION JOINT
ADVERTISEMENT
SOLICITATION NO.: W9128F-18-R-0007
CONTRACT NO.:
ISSUE DATE: DECEMBER 2017
SECURITY GATE
STAGING AREA
AN ON-SITE BATCH PLANT
PREVIOUS LOCATION OF
SPILLWAY WALL
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PROJECT LOCATION MAP
SCALE IN FEET
VICINITY MAP
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G-002
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ACCESS ROADS & STAGING AREA
LAKE FRANCIS CASE
PICKSTOWN, SD
PO
W
ERHO
USE
RO
ADP
O W
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H O
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O A
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POWERHOUSE
US H
WY 1
SPILLWAY
A C
C E S S R
O A
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NOT TO SCALE
FORT RANDALL DAM SPILLWAY, SOUTH DAKOTA
NOT TO SCALE
FORT RANDALL DAM SPILLWAY, SOUTH DAKOTA
NOT TO SCALE
FORT RANDALL DAM SPILLWAY, SOUTH DAKOTA
DROP FROM THE STAGING AREA DOWN TO THE SPILLWAY SLAB.
THE SPILLWAY WALLS ADJACENT TO THE STAGING AREA CONSIST OF A ROUGHLY 17' VERTICAL5.
BASED ON HIS OWN FINDINGS.
CONTRACTOR SHALL MAKE HIS OWN INSPECTION OF THE SITE AND PROPOSE A LOCATION
THE LOCATION OF A PREVIOUS ON-SITE BATCH PLANT IS SHOWN FOR INFORMATION ONLY. THE4.
EXPENSE.
INSTRUMENTS. ANY DAMAGE TO EXISTING INSTRUMENTS WILL BE REPAIRED AT CONTRACTOR'S
LOCATED WITHIN THE PROPOSED STAGING AREA. CONTRACTOR SHALL PROTECT EXISTING
THERE ARE SEVERAL DAM SAFETY INSTRUMENTS (PIEZOMETERS AND MONITORING WELLS)3.
TO RESEED THOSE NEWLY DISTRUBED AREAS.
HOWEVER, SHOULD THE CONTRACTOR DISTURB ANY NEW GRASS AREAS, HE WILL BE REQUIRED
PREVIOUSLY DISTRUBED STAGING AREAS, SEEDING WILL NOT BE REQUIRED FOR THIS CONTRACT.
WAS NOT RESEEDED UPON COMPLETION. SHOULD THE CONTRACTOR STAGE WITHIN THE
THIS SITE WAS USED AS A STAGING AREA DURING A PREVIOUS PROJECT AND 2.
MOBILIZATION.
EXTENTS OF STAGING AREA SHALL BE COORDINATED WITH GOVERNMENT PRIOR TO1.
NOTES:
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ADVERTISEMENT
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SPILLWAY EXPANSION JOINT LOCATION
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AR
LEGEND
G
- EAST/WEST SPILLWAY SLAB LOCATION / IDENTIFICATION
- NORTH/SOUTH SPILLWAY SLAB LOCATION / IDENTIFICATION
- GATE NUMBER
- MANHOLE
NUMBER ALONG WITH SPECIFIC FIELD MEASUREMENTS (SEE LEGEND).
ALL REFERENCES TO SPILLWAY LOCATIONS UPSTREAM OF THE EXPANSION JOINT SHALL CONSIST OF A GATE3.
EAST/WEST REFERENCE AND A NORTH/SOUTH REFERENCE (SEE LEGEND).
ALL REFERENCES TO SPILLWAY LOCATIONS DOWNSTREAM OF THE EXPANSION JOINT SHALL CONSIST OF AN2.
AND FOR ALL DAILY REPORTS, CONCRETE TEST LOCATION DESCRIPTIONS, AND RED-LINE DRAWINGS.
CONTRACTOR SHALL USE THIS SHEET FOR THE NAMING CONVENTION TO BE USED DURING CONSTRUCTION1.
NOTES:
SPILLWAY SITE PLAN
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48' (TYPICAL)
48' (TYPICAL)
44'
44'
(T
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A L
25' (TYPICAL)
25' (TYPICAL)
T Y
P
IC
A L
EXISTING TYPE 'A' MANHOLE, SEE SHEET RF-001 (TYPICAL AT 21 GATE STRUCTURES)
EXISTING EMBEDDED WATERSTOP
(TYPICAL AT 21 GATE STRUCTURES)
EXISTING EMBEDDED WATERSTOP
WATERSTOP AT WALL
EXISTING EMBEDDED
WATERSTOP AT WALL
EXISTING EMBEDDED
11 21 20 19 18 17 16 15 14 13 12 10
11 10 9 8 7 6 5 4 3 2 1
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PREVIOUS REPAIR AREA USING FIBER REINFORCED CONCRETE
SLAB JOINTS
COLD JOINT
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PREVIOUS REPAIR AREA USING CEMENTICIOUS REPAIR MORTAR
EXISTING EMBEDDED WATERSTOP
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20' 40'0
N
EXPANSION JOINT
T Y
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44' 48 (TYPICAL)'
48 (TYPICAL)' 44'
25' (TYPICAL)
25' (TYPICAL)
EXISTING TYPE 'A' MANHOLE, SEE NOTE
WATERSTOPS.
OF EXISTING EMBEDDED
SHEET CP-101 FOR LOCATION
(TYPICAL AT 21 GATES) SEE
EXISTING WATERSTOP
SPLICE NEW WATERSTOP TO
WATERSTOPS.
OF EXISTING EMBEDDED
SHEET CP-101 FOR LOCATION
(TYPICAL AT 21 GATES) SEE
EXISTING WATERSTOP
SPLICE NEW WATERSTOP TO
EMBEDDED WATERSTOPS.
CP-101 FOR LOCATION OF EXISTING
(TYPICAL AT EACH WALL). SEE SHEET
TO EXISTING WALL WATERSTOP
SPLICE PROPOSED WALL WATERSTOP
EXPANSION JOINT
WATERSTOPS.
LOCATION OF EXISTING EMBEDDED
WALL). SEE SHEET CP-101 FOR
WALL WATERSTOP (TYPICAL AT EACH
JOINT WATERSTOP TO PROPOSED
SPLICE PROPOSED EXPANSION
BETWEEN 4'-3" REPAIR AND 14'-4" REPAIR
CONTRACTOR TO FORM CONSTRUCTION JOINT
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SLAB JOINTS
PREVIOUS REPAIR AREA USING FIBER REINFORCED CONCRETE
(DOWNSTREAM SIDE OF EXPANSION JOINT)
FULL DEPTH REMOVAL (APPROX. 5000 S.F.)
(UPSTREAM SIDE OF EXPANSION JOINT)
18" DEEP REMOVAL (APPROX. 4725 S.F.)
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PREVIOUS REPAIR AREA USING CEMENTICIOUS REPAIR MORTAR
MORTAR REMOVAL (APPROX. 2510 S.F.)
ON SHEET S-501 FOR REMOVAL OPTIONS)
(SEE NOTE 4 OF TYP. CONC. REMOVAL SECTION
PARTIAL DEPTH REMOVAL (APPROX. 3510 S.F.)
WITHIN THE EXTENTS OF THE '18" DEEP REMOVAL' REGION, AS SHOWN ON THIS SHEET.
EXISTING WATERSTOP IN EACH OF THE 21 GATE STRUCTURES SHALL BE LOCATED
PROTECTING THE EXISTING WATERSTOP TO BE SPLICED. SPLICES MADE TO THE
MUST PREVENT MICROFRACTURE OF SURROUNDING CONCRETE WHILE
WATERSTOPS IN EACH OF THE 21 GATE STRUCTURES AND AT THE TWO WALLS
THE CONTRACTOR'S MEANS AND METHODS OF EXPOSING EXISTING EMBEDDED4.
BE AS SPECIFIED IN SPECIFICATION SECTION 31 00 00.
REPLACED PRIOR TO PLACING CONCRETE. FROST BLANKET MATERIAL SHALL
MATERIAL THAT IS REMOVED AS PART OF THIS PROJECT WILL NEED TO BE
UNDERLYING FROST BLANKET BEDDING MATERIAL. ANY FROST BLANKET
WORK ASSOCIATED WITH THE 'FULL DEPTH REMOVAL' PAY ITEM WILL EXPOSE3.
SPECIFICATION SECTION 03 30 00.
PLACEMENT SHALL BE OF AN APPROVED MIX DESIGN IN ACCORDANCE WITH
CONCRETE REPAIRS SHALL BE AS SHOWN ON SHEET S-501. ALL CONCRETE 2.
MANHOLE FRAME AND LADDER RUNGS AS SHOWN ON SHEET RF-001.
MANHOLE LADDER RUNGS. CONTRACTOR SHALL REMOVE AND RESET THE
RESULT IN REMOVAL OF THIS FRAME AND MAY ALSO RESULT IN REMOVAL OF
THE CONCRETE. REMOVAL ACTIVITIES REQUIRED BY THIS CONTRACT WILL
THE FRAME ON THE EXISTING TYPE 'A' MANHOLE IS SET ROUGHLY 8” DEEP IN1.
NOTES:
20' 40'0
N
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S-501
B
S-501
S-501
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S-001
GENERAL NOTES
3-3/4
3-1/4
2-3/4
2-1/2
1-3/4
INITIAL EJ WIDTH (IN.) INITIAL EJ WIDTH (IN.)
@ DETAIL B/S-501
INTERNAL TEMP OF
EXISTING SLAB (°F)
1-1/4
1-1/4
130 1-1/2
3-1/2
2-1/4
1-3/4
1-3/4
1-1/2
1-1/2
3/4
@ DETAIL A/S-501
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11. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS.
COMPRESSION, 30 % TENSION, AND 120% SHEAR.
TRAFFIC, AND 10 FEET OF HYDROSTATIC HEAD WITH WORKING RANGE OF 60%
10. PREFORMED SEALS: CAPABLE OF RESISTING ULTRAVIOLET LIGHT, HIGHWAY
9. PVC WATERSTOPS: COE CRD-C 572
AS LISTED PER INTERNATIONAL CODE COUNCIL EVALUATION SERVICE.
8. STAINLESS STEEL EXPANSION ANCHORS: TYPE 316, WITH DESIGN VALUES
7. STAINLESS STEEL RIVET NUTS: SIMILAR TO NAS1329 STANDARD, TYPE 316
6. STAINLESS STEEL MACHINE SCREWS: ASME B18.6.3, TYPE 316
5. STAINLESS STEEL WELDED STUDS: AWS D1.6, TYPE 316
4. STAINLESS STEEL PLATES: ASTM A240, TYPE 316
3. STAINLESS STEEL BARS AND SHAPES: ASTM A276, TYPE 316
CONCRETE CLEAR COVER FOR REINFORCEMENT SHALL BE 3" U.N.O.
2. REINFORCING STEEL: ASTM A615 GRADE 60, EPOXY COATED PER ASTM A775
1. CONCRETE: f'c = 4,500 PSI
C. MATERIALS
JOINT AT GATE #21 AND 19'-8" DOWNSTREAM OF THE EXPANSION JOINT AT GATE #1).
SHALL BE EXTENDED 4" BEYOND (DOWNSTREAM) OF THE CONCRETE REPAIR JOINT (9'-7" DOWNSTREAM OF THE EXPANSION
NEW WATERSTOP SHALL BE SPLICED TO THE EXISTING WATERSTOP AT EACH OF THESE LOCATIONS. THE STEEL ANGLES
ALONG THE WALL AT GATE #21 AND FROM THE EXPANSION JOINT TO 19'-4" DOWNSTREAM ALONG THE WALL AT GATE #1. THE
AS SHOWN ON SHEET CP102, DETAIL B SHALL APPLY FROM THE EXPANSION JOINT (DETAIL A ON S-501) TO 9'-3" DOWNSTREAM
7. THE JOINT SHOWN IN DETAIL B ON S-501 IS APPLICABLE TO THE DOWNSTREAM EXTENT OF THE REPAIR ALONG THE WALL.
CONSTRUCTION JOINTS IN THE PIER EXTENSION SLAB.
JOINTS SHALL BE LOCATED SO THEY DO NOT LINE UP WITH 1/4" GAPS BETWEEN COVER PLATES, EXCEPT AT CONCRETE
BUTTED TOGETHER WITH NO GAP. WELDING STEEL ANGLE SECTIONS TOGETHER IS NOT REQUIRED. STEEL ANGLE BUTT
6. COVER PLATES SHALL MAINTAIN A 1/4" GAP BETWEEN THE 10" WIDE STEEL PLATE SECTIONS. ALL STEEL ANGLES SHALL BE
STAINLESS STEEL ANGLES AT THE SPILLWAY WALLS WILL BUTT UP AGAINST THE DOWNSTREAM SIDE OF THE COVER PLATE.
5. COVER PLATES SHALL EXTEND ALONG THE EXPANSION JOINT, ALL THE WAY ACROSS THE WIDTH OF THE SPILLWAY. NEW
WATER AND DEBRIS OUT OF JOINT UNTIL SEAL INSTALLATION IS COMPLETE.
4. THE JOINT SEAL (EVAZOTE OR EQUAL) SHALL NOT BE INSTALLED UNTIL ALL CONCRETE PLACEMENT IS COMPLETE. KEEP
EXPANSION JOINT WIDTH IS CONSISTENT ALONG ITS ENTIRE LENGTH.
PLACEMENT. SUBSEQUENT CONCRETE PLACEMENTS SHALL MATCH THE ADJACENT JOINT WIDTH AS IT CHANGES, SO THE
(AT LEAST 10" LONG) THERMOMETER. MEASURE TEMPERATURE IMMEDIATELY DOWNSTREAM OF FIRST CONCRETE
WITH WATER, WAITING FOR TEMPERATURE TO EQUALIZE, AND MEASURING THE TEMPERATURE WITH A LONG-STEMMED
CONTRACTOR SHALL MEASURE INTERNAL TEMPERATURE BY CORING 12" INTO THE EXISTING SLAB, FILLING THE HOLE
3. EXPANSION JOINT WIDTH FOR INITIAL CONCRETE PLACEMENT SHALL BE AS SPECIFIED IN THE TABLE BELOW.
LEFT AND RIGHT OF CENTER TOWARD SPILLWAY WALLS.
2. BEGIN CONCRETE PLACEMENT AT THE CENTER OF THE SPILLWAY AND THEN PROGRESS OUTWARD SIMULTANEOUSLY
FOR APPROVAL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS.
SPLICED WITH EXISTING WATERSTOPS AT WEIR CONSTRUCTION JOINTS AND SPILLWAY WALLS. SUBMIT SPLICE DETAILS
1. SEAL AND WATERSTOP SHALL BE CONTINUOUS ACROSS THE SPILLWAY WIDTH. THE NEW WATERSTOP SHALL BE
B. EXPANSION JOINT CONSTRUCTION
REMAINING WORK.
DEMONSTRATION, THE MEANS AND METHODS USED FOR THE TRIAL SECTION SHALL BE STRICTLY FOLLOWED FOR
ON THE TRIAL SECTION, AS DETERMINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. UPON SATISFACTORY
FURTHER WITH CONSTRUCTION OF A FEATURE UNTIL SATISFACTORY DEMONSTRATION OF REPAIRS IS COMPLETED
SECTIONS IS ACCEPTED, IT WILL BE PART OF THE COMPLETED PROJECT. THE CONTRACTOR SHALL NOT PROCEED
NEED TO BE COMPLETED SIMULTANEOUSLY FOR ALL DEFINABLE FEATURES OF WORK. ONCE WORK ON TRIAL
THAN 50 FEET AND SHALL BE THE FULL WIDTH REQUIRED ON CP102. TRIAL DEMONSTRATIONS DO NOT NECESSARILY
OF CONSTRUCTION FOR EACH FEATURE. THE TRIAL SECTION SHALL BE AT LEAST 24 FEET LONG BUT NO LONGER
DURING THE INITIAL PHASE OF QUALITY CONTROL, THE CONTRACTOR SHALL CONDUCT A TRIAL DEMONSTRATION
- INSTALLATION OF EXPANSION JOINT COVER PLATES
- INSTALLATION OF EXPANSION JOINT SEAL MATERIAL
- CONCRETE PLACEMENT, CURING, AND PROTECTION
- EXPANSION JOINT HARDWARE INSTALLATION, INCLUDING STEEL ANGLES AND WATERSTOP
- REINFORCEMENT PLACEMENT/REPLACEMENT/RECONDITIONING
- SURFACE PREPARATION AND CONDITIONING
- CONCRETE REMOVAL
INITIAL, AND FOLLOW-UP PHASES OF QUALITY CONTROL AS DEFINED IN SECTION 01 45 00.00 10:
2. THE FOLLOWING ITEMS WILL BE CONSIDERED "DEFINABLE FEATURES OF WORK" SUBJECT TO PREPARATORY, EACH FEATURE OF WORK AND MEANS AND METHODS OF TRANSPORTING MATERIALS DOWN TO THE SPILLWAY.
CONSTRUCTION JOINTING. THE WORK PLAN SHALL INCLUDE ALL EQUIPMENT AND MATERIALS TO BE USED FOR
CONCRETING TECHNIQUES, CONCRETE FORMING/PLACEMENT/SEQUENCING/FINISHING/CURING/TESTING, AND
SURFACE PREPARATION, BATCH PLANT SET UP AND CERTIFICATION, HOT WEATHER AND COLD WEATHER
INSTALLATION, SEAL PREPARATION/PLACEMENT/SPLICING, AND COVER PLATE ATTACHMENT), CONCRETE
JOINT CONSTRUCTION (INCLUDING BUT NOT LIMITED TO WATERSTOP PLACEMENT/SPLICING, STEEL ANGLE
PROTECTION OF EMBEDDED ITEMS, PREPARATION/PLACEMENT/SPLICING OF REINFORCING STEEL, EXPANSION
1. PREPARE AND SUBMIT A WORK PLAN FOR APPROVAL DESCRIBING ALL ASPECTS OF CONCRETE REMOVAL, A. CONCRETE REMOVAL AND REPAIR
D E
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S D
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48'-0" TYP. PIER EXTENSION SLAB WIDTH
24'-0"24'-0" S
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M
IN
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A P
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NEW #9 BARS @ 12" DRILLED
AND EPOXIED INTO EXISTING
CONCRETE, TYP.
NEW #4 TIES
@ 12", TYP.
NEW #4 TIES
@ 12", TYP.
P
IE
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N S
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M A
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M A
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NEW #4 TIES
@ 12", TYP.
NEW #4 TIES
@ 12", TYP.
NEW #9 @ 12", LAP SPLICED OR
MECHANICALLY BUTT SPLICED
WITH EXISTING REINF, TYP.
SCALE: 1/2" = 1'-0"
TYPICAL REINFORCEMENT PLAN
REQ'D FOR PROJECT)
(APPROX 275 TOTAL
DOWEL, TYP.
NEW #6 VERTICAL
* NOTE:
FOR "PARTIAL DEPTH REMOVAL" AREAS SHOWN ON CP102, THE CONTRACTOR MAY LAP SPLICE NEW WITH EXISTING #9 BARS AS
SHOWN ON THIS PLAN VIEW AND SHEET S-501. ALTERNATIVELY, THE CONTRACTOR MAY PROVIDE MECHANICAL BUTT SPLICES
AND REDUCE CONCRETE REMOVAL WIDTH TO A DIMENSION THAT WILL ALLOW SPLICE INSTALLATION, BUT NOT LESS THAN 6".
SEE SHEET S-502 FOR SECTION CUTS WITH REQUIREMENTS FOR THE MECHANICAL BUTT SPLICE OPTION, APPLICABLE ONLY FOR
"PARTIAL DEPTH REMOVAL" AREAS SHOWN ON CP102.
& BOTTOM, TYP.
NEW #7 @ 12" TOP
PVC WATERSTOP.
LOCATION. MAINTAIN EXISTING
TYP. MATCH EXISTING JOINT
SLAB CONSTRUCTION JOINT (CJ),
AT MANDATORY PIER EXTENSION
REINFORCEMENT DISCONTINUOUS
CONCRETE
@ MID-DEPTH OF NEW
#7 BARS W/ 5' RADIUS
2 NEW 10'-0" LONG
THROUGH OPTIONAL CJ
REINFORCEMENT CONTINUOUS
TESTING AND AVOID DRILLING THROUGH IT.
LOCATE EXISTING VERTICAL PIER REINF WITH NONDESTRUCTIVE
TOP LAYER OF #7 BARS DRILLED & EPOXIED 12" INTO PIER EXTENSION.
& BOTTOM, TYP.
NEW #7 @ 12" TOP
JOINT
NEW EXPANSION
NO WATERSTOP REQUIRED.
WITH EXISTING SPILLWAY SLAB LANE JOINTS.
JOINT. WHERE CJ IS USED, IT SHALL ALIGN
OPTIONAL SPILLWAY SLAB CONSTRUCTION
REINFORCEMENT CONTINUOUS THROUGH
TYP.
ANCHOR BAR TO REMAIN,
EXISTING #11 VERTICAL
OF SLAB
TO REMAIN, APPROX MID-DEPTH
EXISTING #9 @ 12" EACH WAY
DOWELS, TYP.
EXISTING VERTICAL
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1 & 2*
S-501/502
H
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6 1/2 "
2" MIN, TYP.
R E
B A
R B
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W
M
IN
D E
P T
H T
O T
A L
M
IN
WIDTH VARIES, SEE CP102
18" DEEP REMOVAL:
SEE NOTE 4 AND WIDTHS ON CP102
PARTIAL DEPTH & MORTAR REMOVAL:
FULL DEPTH REMOVAL: 5'-0"
1-1/2"
/4
3/16"
9"
TABLE
SEE
D E
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/4
6 1/2 "
6"
/2
6"
6"6"
/4
TYP. CONC. REMOVAL SECTION
BUTT SPLICE, SEE NOTE 4 OF
48" LAP SPLICE OR MECHANICAL
UP 1/4"
SLOPE
1'-0"
1'-6" MIN1'-0" MIN
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4% SLOPE
PIER BEYOND
NOT TO SCALE
EXISTING
FROST BLANKET
PIER
EXTENSION
SLAB
#9 @ 12"
EXISTING
REMOVE 6" PVC WATERSTOP
REMOVE 3/4" EXPANSION JOINT
EXISTING #7 @ 12"
AND MINIMUM DEPTH SHOWN
REMOVE TO SOUND CONCRETE
TAR PAPER
EXISTING
SAW CUT
FULL DEPTH
EXISTING #4 @ 6"
@ 8'-4"
ANCHOR BARS
EXISTING #11
INITIAL 1-1/2" SAWCUT, TYP.
FINAL 1-1/2" SAWCUT, TYP.
NOTE (TYP.)
DEMOLITION, SEE
DAMAGE DURING
PROTECT EDGE FROM
EXISTING #4 @ 6"
TO REMAIN
DOWELS @ 2'-0"
EXISTING #6
1A
EXISTING #7 @ 12"
TYPICAL CONCRETE REMOVAL SECTION (LAP SPLICE)
SHOWN IN THE CONCRETE REPLACEMENT SECTION BELOW.
5. WHERE REINFORCEMENT SHOWN TO REMAIN IS DAMAGED OR REMOVED DURING DEMOLITION, IT SHALL BE REPLACED AS
S-502 FOR ALTERNATE SECTION CUTS OF THE MECHANICAL BUTT SPLICE OPTION AT "PARTIAL DEPTH REMOVAL" AREAS ONLY.
AND EPOXYING NEW REINFORCEMENT INTO EXISTING CONCRETE WILL NOT BE PERMITTED AT THIS LOCATION. SEE SHEET
CONCRETE REMOVAL WIDTH TO A DIMENSION THAT WILL ALLOW SPLICE INSTALLATION, BUT NOT LESS THAN 6". DRILLING
REINFORCING WITH EXISTING. THE CONTRACTOR MAY INSTEAD PROVIDE MECHANICAL BUTT SPLICES AND REDUCE
4. FOR "PARTIAL DEPTH REMOVAL" AREAS SHOWN ON CP102, 4'-3" IS THE MINIMUM WIDTH REQUIRED TO LAP SPLICE NEW
3. REPLACE AND RE-LEVEL FROST BLANKET MATERIAL AS NECESSARY.
2. DISPOSE OF DEMOLISHED MATERIALS OFF-SITE.
REQUIREMENTS IN SPECIFICATION SECTION 03 01 32.
JAGGED EDGES WILL NOT BE PERMITTED. UTILIZE DOUBLE PERIMETER SAW CUTS TO PROTECT EDGES - SEE FURTHER
1. TOP EDGES OF EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE STRAIGHT PRIOR TO NEW CONCRETE PLACEMENT.
NOTES:
TO REMAIN
#9 @ 12"
EXISTING
NEW HOOKS TO EXISTING VERTICAL #11 BARS.
CONCRETE FROM EXISTING HOOKS OR CUT AND MECHANICALLY SPLICE
WHILE REMOVING EXISTING CONCRETE SLABS. CHIP AWAY REMAINING
LOCATE AND CHIP/SAW CUT AROUND ANCHOR BARS TO AVOID DAMAGE
TO REMAIN
#9 @ 12"
MID-DEPTH
EXISTING
NOT TO SCALE
A
3/16
NOT TO SCALE
JOINT DETAIL @ PIER EXTENSION SLAB
JOINT DETAIL @ SPILLWAY WALL B
4% SLOPE
WILL ALLOW DISASSEMBLY WITH HAND TOOLS.
BENEATH SCREW HEADS AND THREADLOCKING COMPOUND THAT
DRIVE @ 12" OC. FOR FINAL ASSEMBLY, APPLY SILICONE SEALANT
3#8" - 16 COUNTERSUNK MACHINE SCREWS W/ INTERNAL HEX
NOTES:
1. ALL STEEL EXPANSION JOINT COMPONENTS SHALL BE TYPE 316 STAINLESS.
2. JOINT IS PERPENDICULAR TO JOINT IN DETAIL A ABOVE AND APPLIES AT
EDGES OF CHUTE SLAB ADJACENT TO SPILLWAY WALL. THIS DETAIL DOES
NOT APPLY UPSTREAM OF THE JOINT IN DETAIL A.
3. SEE JOINT WIDTH REQUIREMENTS ON S-001.
STUDS @ 18" OC, TYP.
1/2" X 4" WELDED
SPONGE RUBBER
JOINT WIDTH
" MAX2
1" MIN AND 42
WEB TO ACCOMMODATE
WATERSTOP WITH TEAR
OR EQUIVALENT PVC
GREENSTREAK MODEL 700
PER MANUFACTURER'S INSTRUCTIONS.
" MAX JOINT WIDTH. INSTALL2
1AND 4
" MIN 2
1SEAL TO ACCOMMODATE 1
WABO EVAZOTE OR EQUIVALENT
SPONGE RUBBER
SPILLWAY CHUTE SLAB
EXISTING SPILLWAY WALL
MIN @ 12"
ANCHORS EMBEDDED 3"
REUSABLE EXPANSION
1/2" DIA. COUNTERSUNK,
CONCRETE PLACEMENT TO ENSURE PROPER FIT-UP.
PLATE SHALL BE FASTENED TOGETHER DURING
BETWEEN PLATES. THE UPSTREAM ANGLE AND COVER
10" X 1/2" PLATE IN 12'-0" TYP. LENGTHS W/ 1/4" GAPS
" STEEL BAR8
5"X8
5CONT.
FELT
NONPERFORATED
DOUBLE LAYER 30#
FELT
NONPERFORATED
DOUBLE LAYER 30#
HALF HEX BODY RIVET NUTS (SIMILAR TO NAS1329 STANDARD)
STEEL ANGLES
CONTINUOUS8
3L4X4X
NUT PLACEMENT.
NOT CONFLICT WITH RIVET
18" OC, TYP. STUDS SHALL
1/2" X 4" WELDED STUDS @
BENEATH EACH MACHINE SCREW.
VOID). ADHERE TO ANGLE
WATER FROM ACCUMULATING IN
SCREWS WHILE PREVENTING
ALLOW FUTURE REPLACEMENT OF
RUBBER (OR OTHER MATERIAL TO
" CLOSED CELL SPONGE 2
12x2x1
APPLY CONT. BEAD OF EPOXY SEALANT
INSTALL PER MFR INSTRUCTIONS.
" MAX JOINT WIDTH. 4
1AND 2
SEAL TO ACCOMMODATE 3/4" MIN
WABO EVAZOTE OR EQUIVALENT
WATERSTOP PER MFR INSTRUCTIONS.
SPLICE WITH NEW MODEL 700
IF DAMAGED DURING DEMOLITION.
" MAX JOINT WIDTH)4
3/4" MIN AND 2
581 (WITH TEAR WEB TO ACCOMMODATE
WATERSTOP. REPLACE WITH MODEL
EXISTING GREENSTREAK MODEL 609
ENTIRE SPILLWAY WIDTH, TYP.
BENT PLATE ALONG8
34X4x
TABLE
SEE
NOTES:
1. ALL STEEL EXPANSION JOINT COMPONENTS SHALL BE TYPE 316 STAINLESS.
2. COVER PLATE LENGTHS SHALL BE AT LEAST 6'-0" BUT NOT GREATER THAN 20'-0".
3. BENT PLATES (REFERRED TO AS STEEL ANGLES ELSEWHERE IN THE CONTRACT)
AND COVER PLATES SHALL NOT BE CONTINUOUS THROUGH PIER EXTENSION SLAB
CONSTRUCTION JOINTS UPSTREAM OF THE EXPANSION JOINT.
4. SEE JOINT WIDTH REQUIREMENTS ON SHEET S-001.
A
PIER BEYOND
NOT TO SCALE
EXISTING
FROST BLANKET
MIN
4% SLOPE,
TYP.
4% SLOPE 4% SLOPE
2'-0" MAX 2'-6" MAX
#9 @ 12"
EXISTING
TO REMAIN
DEPTH #9 @ 12"
EXISTING MID-
PLACEMENTS
SEPARATE CONCRETE
CHUTE SLAB
SPILLWAY
@ 8'-4"
ANCHOR BARS
EXISTING #11
LAP SPLICES.
@ 12", T&B. USE 48"
NEW CONT. #7 BARS
FELT
NONPERFORATED
DOUBLE LAYER 30#
3/8" R
NEW #9 BARS @ 12"
NEW #4 @ 6"
WIDTH
ALONG SPILLWAY
DOWELS @ 24"
NEW #6 HOOKED
TOP & BOTTOM
NEW #7 @ 12",
CONCRETE
INTO EXISTING
DRILLED & EPOXIED
NEW #9 @ 12"
TO AVOID STUDS
LOCATE #4 BARS
1B
@ 12"
NEW #4 TIES
TYPICAL CONCRETE REPLACEMENT SECTION (LAP SPLICE)
NOTE:
CONTRACTOR SHALL GRIND STAINLESS STEEL ANGLES TO CREATE THE NECESSARY BONDING SURFACE FOR THE JOINT SEAL. MATERIALS
TO CUT, DRILL, GRIND, OR BLAST STAINLESS STEEL SHALL BE FREE OF IRON, SULFUR, AND CHLORINE. SEE FURTHER REQUIREMENTS IN
SPECIFICATION SECTION 03 15 00.00 10.
BARS NEAREST EJ
TO ROW OF VERT
2 COATS EPOXY
FIELD APPLY
CONCRETE, TYP.
12" INTO EXISTING
EPOXY NEW BARS
REMOVED BY DEMO.
REPLACE IF DAMAGED/
REMAIN, OR
BARS @ 2'-0" TO
EXISTING #6 VERT.
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6 1/2 "
6"
6"6"
/4
UP 1/4"
SLOPE
1'-0"
1'-6" MIN1'-0" MIN
/2
6"
C H
U T
E S
L A
B S
P
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L W
A Y
6 1/2 "
WIDTH VARIES, SEE CP102
18" DEEP REMOVAL:
FULL DEPTH REMOVAL: 5'-0"
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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A
PIER BEYOND
NOT TO SCALE
EXISTING
FROST BLANKET
MIN
4% SLOPE,
TYP.
4% SLOPE 4% SLOPE
2'-0" MAX 2'-6" MAX
#9 @ 12"
EXISTING
TO REMAIN
DEPTH #9 @ 12"
EXISTING MID-
CHUTE SLAB
SPILLWAY
@ 8'-4"
ANCHOR BARS
EXISTING #11
LAP SPLICES.
@ 12", T&B. USE 48"
NEW CONT. #7 BARS
FELT
NONPERFORATED
DOUBLE LAYER 30#
3/8" R
NEW #4 @ 6"
WIDTH
ALONG SPILLWAY
DOWELS @ 24"
NEW #6 HOOKED
TOP & BOTTOM
NEW #7 @ 12",
CONCRETE
INTO EXISTING
DRILLED & EPOXIED
NEW #9 @ 12"
TO AVOID STUDS
LOCATE #4 BARS
2BTYPICAL CONCRETE REPLACEMENT SECTION (MECHANICAL SPLICE)
AND NEW #9 BARS @ 12"
MECHANICAL BUTT SPLICE
CONCRETE SURFACE
RECESS IN EXISTING
GRIND CONTINUOUS
@ 12"
NEW #4 TIES
S-501
NOTE:
CONTRACTOR SHALL GRIND STAINLESS STEEL ANGLES TO CREATE THE NECESSARY BONDING SURFACE FOR THE JOINT SEAL. MATERIALS
TO CUT, DRILL, GRIND, OR BLAST STAINLESS STEEL SHALL BE FREE OF IRON, SULFUR, AND CHLORINE. SEE FURTHER REQUIREMENTS IN
SPECIFICATION SECTION 03 15 00.00 10.
BARS NEAREST EJ
TO ROW OF VERT
2 COATS EPOXY
FIELD APPLY
CONCRETE, TYP.
12" INTO EXISTING
EPOXY NEW BARS
REMOVED BY DEMO.
REPLACE IF DAMAGED/
REMAIN, OR
BARS @ 2'-0" TO
EXISTING #6 VERT.
4% SLOPE
PIER BEYOND
NOT TO SCALE
EXISTING
FROST BLANKET
PIER
EXTENSION
SLAB
#9 @ 12"
EXISTING
REMOVE 6" PVC WATERSTOP
REMOVE 3/4" EXPANSION JOINT
EXISTING #7 @ 12"
TAR PAPER
EXISTING
SAW CUT
FULL DEPTH
EXISTING #4 @ 6"
@ 8'-4"
ANCHOR BARS
EXISTING #11
NOTE (TYP.)
DEMOLITION, SEE
DAMAGE DURING
PROTECT EDGE FROM
#9 @ 12"
EXISTING
EXISTING #4 @ 6"
TO REMAIN
DOWELS @ 2'-0"
EXISTING #6
2A
TO REMAIN
#9 @ 12"
MID-DEPTH
EXISTING
EXISTING #7 @ 12"
TYPICAL CONCRETE REMOVAL SECTION (MECHANICAL SPLICE)
SHOWN IN THE CONCRETE REPLACEMENT SECTION BELOW.
5. WHERE REINFORCEMENT SHOWN TO REMAIN IS DAMAGED OR REMOVED DURING DEMOLITION, IT SHALL BE REPLACED AS
REQUIREMENTS FOR THE LAP SPLICE OPTION ON SHEET S-501.
AND EPOXYING NEW REINFORCEMENT INTO EXISTING CONCRETE WILL NOT BE PERMITTED AT THIS LOCATION. SEE
CONCRETE REMOVAL WIDTH TO A DIMENSION THAT WILL ALLOW SPLICE INSTALLATION, BUT NOT LESS THAN 6". DRILLING
REINFORCING WITH EXISTING. THE CONTRACTOR MAY INSTEAD PROVIDE MECHANICAL BUTT SPLICES AND REDUCE
4. FOR "PARTIAL DEPTH REMOVAL" AREAS SHOWN ON CP102, 4'-3" IS THE MINIMUM WIDTH REQUIRED TO LAP SPLICE NEW
3. REPLACE AND RE-LEVEL FROST BLANKET MATERIAL AS NECESSARY.
2. DISPOSE OF DEMOLISHED MATERIALS OFF-SITE.
REQUIREMENTS IN SPECIFICATION SECTION 03 01 32.
JAGGED EDGES WILL NOT BE PERMITTED. UTILIZE DOUBLE PERIMETER SAW CUTS TO PROTECT EDGES - SEE FURTHER
1. TOP EDGES OF EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE STRAIGHT PRIOR TO NEW CONCRETE PLACEMENT.
NOTES:
BUTT SPLICES, NOT LESS THAN 6". SEE NOTE 4.
WIDTH AS REQUIRED TO INSTALL MECHANICAL
EXISTING REINFORCEMENT INTACT. REMOVAL
REMOVE CONCRETE TO FULL DEPTH BUT LEAVE
REMOVE
NEW HOOKS TO EXISTING VERTICAL #11 BARS.
CONCRETE FROM EXISTING HOOKS OR CUT AND MECHANICALLY SPLICE
WHILE REMOVING EXISTING CONCRETE SLABS. CHIP AWAY REMAINING
LOCATE AND CHIP/SAW CUT AROUND ANCHOR BARS TO AVOID DAMAGE
DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg1:08:26 PM 12/12/2017
F S -5
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S D
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W B
F R
D -0
CENTERLINE SPILLWAY
SLAB JOINT
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 5
SEE NOTE 5
SEE NOTE 4
SEE NOTE 4
WEIR EXTENSION SLAB
5'-0"
"4'-0"
6'-0"
1'-0"
EXTENTS LINE
FULL DEPTH REMOVAL
WEIR EXTENSION SLAB
AT EXPANSION JOINT
EXISTING WATERSTOP
4'-3" 5'-0"
SPILLWAY SLAB
SPILLWAY SLAB
EXPANSION JOINT
EXISTING TYPE 'A' MANHOLE
'A' MANHOLE
EXISTING TYPE
EXISTING TYPE 'A' MANHOLE
4'-2" 4'-2"
1'-2" 1'-2"
EXTENTS LINE
18" DEEP REMOVAL
REMOVAL EXTENTS LINE
PARTIAL DEPTH
S O
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U .S
A R
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SECTION 1
SECTION 2
PLAN
FROST BLANKET
CHALK
FROST BLANKET
FLOW
CHALK
CHALK
MATERIAL
GRAVEL FILTER
F L
O W
NO SCALE
FULL DEPTH REMOVAL
TYPE 'A' MANHOLE DETAIL
18" DEEP REMOVAL
REMOVAL
PARTIAL DEPTH
TO THE GOVERNMENT.
ANY DAMAGE TO EXISTING SLAB ANCHORS SHALL BE REPAIRED AT NO ADDITIONAL COST5.
BE RESET TO MAINTAIN THE ORIGINAL 16" O.C SPACING.
CONTRACTOR TO REMOVE AND RESET AFFECTED C.I. MANHOLE STEPS (NEENAH R-1980-J). STEPS SHALL4.
REINFORCEMENT DEPTH AND SHALL BE PLACED AS SHOWN IN DETAIL #2 OF THIS SHEET.
SAME LOCATION. REPLACEMENT OF REINFORCING STEEL SHALL BE SPACED VERTICALLY TO MATCH THE EXISTING
CONTRACTOR TO REMOVE AND RESET EXISTING SQUARE C.I. MANHOLE FRAME (NEENAH R-6668-P6) IN3.
FOR EXTENTS OF CONCRETE REMOVAL, SEE SHEETS CP-101 AND CP-102.2.
EXISTING MANHOLE FRAME. REMOVAL ACTIVITIES MAY ALSO RESULT IN REMOVAL OF EXISTING MANHOLE STEPS.
DEPTH REMOVAL AND FULL DEPTH REMOVAL WILL RESULT IN THE REMOVAL OF THE
THE EXISTING TYPE 'A' MANHOLE IS LOCATED AS SHOWN ON PLAN SHEETS CP-101 AND CP-102. PARTIAL1.
NOTES:
NO SCALE
PAST OPENING
T Y
P
SLAB OPENINGS
TYPICAL REINFORCING AT
OPENING
EXTEND 4'-6"
C L
R
EACH EDGE OF OPENING
(2) ADD'L #9 X 2 LAYERS,
OPENING TYP.
EXTEND REINF. 4'-6" PAST
#9 TYP.
REINF, TYP.
INTERRUPTED
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg11:48:34 AM 12/12/2017
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SHEET ID
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:36:39 PM 12/12/2017
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U .S
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:43:03 PM 12/12/2017
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U .S
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:47:54 PM 12/12/2017
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:49:41 PM 12/12/2017
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:51:29 PM 12/12/2017
R-303
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S
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:53:29 PM 12/12/2017
R-304
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.d g n
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C
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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A N
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DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:55:17 PM 12/12/2017
R-305
D
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FOR INFORMATION ONLY
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D E
N N
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G
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D E
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G
W
B O
E C
K
W
B O
E
| GENERAL | |
| G-001 | COVER & INDEX (1) |
| G-002 VICINITY & PROJECT LOCATION MAPS (1) | |
| G-003 SITE SPECIFIC LAYOUT (1) |
| SITE & STRUCTURAL |
| CP101 SPILLWAY SLAB EXISTING CONDITIONS (1) |
| CP102 SPILLWAY SLAB SITE PLAN (1) |
| S-001 GENERAL STRUCTURAL NOTES (1) |
| S-101 REINFORCEMENT PLAN (1) |
| S-501 STRUCTURAL DETAILS (1) |
| S-502 STRUCTURAL DETAILS (1) |
| RF001 REFERENCE DRAWING (1) |
| R-101 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-102 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-103 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-104 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-105 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-106 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-107 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-108 FIO DRAWING: ORIGINAL CONSTRUCTION (1) |
| R-201 FIO DRAWING: 1959 REPAIR (1) |
| R-202 FIO DRAWING: 1959 REPAIR (1) |
| R-203 FIO DRAWING: 1959 REPAIR (1) |
| R-301 FIO DRAWING: 2013 REPAIR (1) |
| R-302 FIO DRAWING: 2013 REPAIR (1) |
| R-303 FIO DRAWING: 2013 REPAIR (1) |
| R-304 FIO DRAWING: 2013 REPAIR (1) |
| R-305 FIO DRAWING: 2013 REPAIR (1) |
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