B.08.02 - Solicitation W912DQ22B1008 Plans.pdf
PDF 30 MB Posted
- Attached to
- Dodson Levee Repair and Maintenance
- Solicitation number
- W912DQ22B1008
About this file
This document summarizes a federal solicitation for maintenance and repair work on the Dodson Industrial Park Project levee. The solicitation number is W912DQ22B1008 and was issued by the Department of the Army Corps of Engineers Engineering District Kansas City. The project includes maintenance and repairs to the Dodson Industrial District Levee along the Blue River in Kansas City, Missouri. Interested parties should respond with pricing and any other required information by the specified response date. The agency will then review submissions and make an award determination. The selected contractor will be responsible for completing the described levee maintenance and repair work.
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P2 113386, FY2022
PROJECT MAINTENANCE, REPAIRS, AND CLOSEOUT
DODSON INDUSTRIAL PARK
W912DQ22B1008
MAY 2022
N\A
KANSAS CITY DISTRICT
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AS ADVERTISED
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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U .S
A
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SHEET NO. TITLE
COVER
CADD FILE NO.
GENERAL
G-001
G-002
G-005
G-006
G-004
G-003
CIVIL
BRD6_G-001.DGN
BRD6_G-002.DGN
BRD6_G-003.DGN
BRD6_G-004.DGN
BRD6_G-005.DGN
BRD6_G-006.DGN
INDEX
GENERAL NOTES
ABBREVIATIONS AND LEGEND
C-101 BRD6_C-101.DGNCONSTRUCTION LIMITS ACCESS RAMP
LOCATION AND VICINITY MAPS
OVERALL SITE PLAN
CG102 SITE PLANS GATEWELL #1 AND GATEWELL #2
CG101
BRD6_CG102.DGN
PLAN AND PROFILE ACCESS RAMP
CD101 BRD6_CD101.DGNDEMOLITION PLAN ACCESS RAMP
C-102 BRD6_C-102.DGNCONSTRUCTION LIMITS EXISTING FLOODWALL
CS501 SITE DETAILS
CG103 SITE PLAN FLOODWALL AND GATEWELL #3
BRD6_CS501.DGN
BRD6_CG103.DGN
BRD6_CG101.DGN
STRUCTURAL
SE100 PLAN AND PROFILE
SE511 CONCRETE REPAIR DETAILS BRD6_SE511.DGN
BRD6_SE100.DGN
SE513 FLAPGATE HOIST BAR(S) AT STA. 4+75.72 AND STA. 55+.1.97 BRD6_SE513.DGN
SE514 INLET REPAIR AND ROTORK COVERS BRD6_SE514.DGN
G-007 BRD6_G-007.DGNALIGNMENT DATA
SE512 CONCRETE REPAIR DETAILS BRD6_SE512.DGN
CD102 BRD6_CD102.DGNDEMOLITION PLAN EXISTING WALL
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A1
SITE PLAN
SCALE: 1" = 20'-0"
D4 SCALE: 1" = 20'-0"
BICYCLE RACK DETAIL
E8 SCALE: 1" = 20'-0"
PAVEMENT SECTION
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CUTTING PLANE LINE
SECTION IDENTIFICATION LETTER
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
OBJECT REFERENCED
CUTTING PLANE LINE
OBJECT REFERENCED
DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
DETAIL BOUNDARY
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
WHERE DETAIL IS SHOWN
SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
PLAN NORTH
TRUE NORTH
GRAPHIC SCALE
TEXT SCALE
DETAIL TITLESECTION TITLE
SCALE SCALE
GRID DESIGNATOR
GRID DESIGNATOR GRID DESIGNATOR
PLAN OR PROFILE TITLE
S O
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DRAWING SET TABLE OF CONTENTS
SITE PLAN LINE STYLE LEGEND
SHEET NAMING LEGEND
CS501
SAMPLE SHEET NAME: SAMPLE CADD FILE NAME:
K1001_CS501.DGN
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
AE
A-
SE
CU
CP
CG
CS
CD
C-
B-
V-
G-
ARCHITECTURAL ELEMENTS
ARCHITECTURAL GENERAL
STRUCTURAL
CIVIL SITE UTILITY
CIVIL SITE PAVING
CIVIL GRADING
CIVIL SITE
CIVIL DEMOLITION
CIVIL GENERAL
GEOTECHNICAL
SURVEY/MAPPING
GENERAL
MECHANICAL CONTROLS
MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
PLUMBING
FIRE SPRINKLER
FIRE ALARM
FIRE PROTECTION
INTERIOR ELEMENTS - FURNITURE
INTERIOR ELEMENTS
INTERIOR GENERAL
MI
MH
MD
M-
P-
FX
FA
F-
IF
IN
I-
TELECOMMUNICATION SITE
TELECOMMUNICATION
ELECTRICAL POWER
ELECTRICAL LIGHTING
ELECTRICAL LIGHTING PROTECTION
ELECTRICAL SITE
ELECTRICAL DEMOLITION
ELECTRICAL
TS
T-
EP
EL
EG
ES
ED
E-
DISCIPLINE DESIGNATION
PROPERTY LINE
CONSTRUCTION EASEMENT
CONSTRUCTION CONTRACT LIMIT
RIGHT OF WAY
FIBER OPTICS
TREE LINE
SANITARY WASTE
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
COMMUNICATION
NEW LEVEE
FEDERAL LEVEE
NON-FEDERAL LEVEE
BERM
DITCH
RIPRAP PLAN VIEW
WATER LINE
SANITARY SEWER - FORCE
TELEPHONE
DEMOLITION UTILITY LINE
STORM DRAIN
FENCE
RAILROAD
GUARDRAIL
ELECTRICAL SECONDARY
ELECTRICAL PRIMARY
SEE SHEET S-001 FOR LEGEND
TERMS AND ABBREVIATIONS
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUTOFF
NATURAL GAS MANHOLE
NATURAL GAS METER
MANHOLE ELECTRICAL
ELECTRICAL HANDHOLE
TELEPHONE MANHOLE
COMMUNICATION MANHOLE
T
C
E
G
TRANSFORMER (POLE MOUNTED)
GUY WIRE
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
BORING DRILLED
BORING UNDRILLED
PIEZOMETER
MONITORING WELL
COMMUNICATINON VAULT
ELECTRICAL VAULT
NATURAL GAS VAULT
TELEPHONE VAULT
FIRE HYDRANT
HORIZONTAL VERTICAL CONTROL POINT
UTILITY POLE
COMPACTED EARTH
SITE PLAN SYMBOL LEGEND
MATERIAL SYMBOL LEGEND
FILTRATION BED
CONCRETE
ROCK
RIPRAP
GRAVEL
SHEET REFERENCE SYMBOL LEGEND
FULL ELEMENT SECTION
PARTIAL ELEMENT SECTION
DETAIL INDICATOR
EXTERIOR ELEVATION
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
20' 40'0
N
DRAWING TITLE (TYP) NORTH ARROW
DETAIL TITLESECTION TITLE
STRUCTURAL LEGEND
CULVERT - DRAINAGE PIPE
VIEWING PLANE
VIEWING PLANE
LOW STEEL
LENGTH
POUND
INDUSTRIAL SEWER
INVERT
INCH
INSIDE DIAMETER
HYDRAULIC
HEIGHT
GAS VALVE
GRAVEL
GROUND
GAUGE
GATE VALVE
GAS
FIELD VERIFY
FEET
FORCE MAIN
FLOW LINE
FINISHED FLOOR ELEVATION
FIGURE
FIELD INLET
FIRE HYDRANT
EXISTING
EACH WAY
END SECTION
EQUAL
ENGINEER OF RECORD
EDGE OF PAVEMENT
ELEVATION (GRADE OR BLDG)
ELECTRIC
DOWELS
DRAWING
DETAIL
DUCTILE IRON PIPE
DIMENSION
DIAMETER
DROP INLET
DEGREE
DRAIN BASIN
CUBIC YARDS
CONTROL POINT
CONCRETE
COMMUNICATIONS
CORRUGATED METAL PIPE
CHAIN LINK FENCE
CURB INLET
CUBIC FEET PER SECOND
CATCH BASIN
CAPACITY
CONTRACTING OFFICER REPRESENTATIVE
CORPS OF ENGINEERS
CAST IRON
CONTROLED LOW STRENGTH MATERIAL
CENTER LINE
BOTTOM
BOTTOM OF STEEL
BUILDING
BOUNDARY
BENCH MARK
BALL AND BURLAP
AVERAGE
AVENUE
ASPHALT
APPROXIMATE
AREA INLET
LS
LGTH
LBS
IS
INV
IN
I.D.
HYD
HT
GV
GRVL
GRND
GA
G.V.
G
FV
FT
FM
FL
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FIG
FI
FH
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EW
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EQ
EOR
EOP
EL
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DWLS
DGN
DTL
DIP
DIM
DI
DEG
DB
CU YD
CP
CONC
COMM
CMP
CLF
CI
CFS
CB
CAP
C.O.R.
C.O.E.
C.I.
CLSM
CL
BTM
BOS
BLDG
BDRY
B.M.
B&B
AVG
AVE
ASPH
APPROX
AI
YD
WWF
WV
WMH
WL
W/O
W/
W
VOL
VERT
VCP
UTY
UKN
UGT
UGE
UG
U.S.
TYP
TP
TOS
TOC
TEL
TAB
STD
STA
SSMH
SS
SPEC
SP
SECT
SDMH
SD
SW
S
ROW
REV
REQ'D
REINF
RD
RCP
RCB
RAD OR R
PT
PSI
PSF
PROP
PP
PL
PIV
PERF
PD
P
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OH
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NO.
NIC
N
MW
MON
MIN
MH
MECH
ME
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WATER VALVE
WATER MANHOLE
WATERLINE
WITHOUT
WITH
WEST
VOLUME
VERTICAL
VITRIFIED CLAY PIPE
UTILITY
UNKNOWN
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
UNDERGROUND
UNITED STATES
TYPICAL
TEST PIT
TOP OF STEEL
TOP OF CONCRETE
TELEPHONE
TOP AND BOTTOM
STANDARD
STATION
SANITARY SEWER MANHOLE
SANITARY SEWER
SPECIFICATIONS
SPACING
SECTION
STORM DRAIN MANHOLE
STORM DRAIN
SIDEWALK
SOUTH
RIGHT OF WAY
REVISIONS
REQUIRED
REINFORCMENT
ROAD
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
RADIUS
POINT
POUNDS/SQUARE INCH
POUNDS/SQUARE FOOT
PROPOSED
POWER POLE
POWER LINE
POST INDICATOR VALVE
PERFORATED
PAVEMENT DRAIN
POLE
OVERHEAD ELECTRIC
OVERHEAD
OUTSIDE DIAMETER
ON CENTERS
NUMBER
NOT IN CONTRACT
NORTH/NEW
MONITORING WELL
MONUMENT
MINIMUM
MANHOLE
MECHANICAL
MATCH EXISTING
MW
CS501
A1
CS501
A1
CS501
B2
CS501
C3
A-201
D2
A-201
D2
A-202
C2
A-201
W
W
W
S
ST
CO
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1 98765432
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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R S
GENERAL UTILITIES
TRAFFIC CONTROL AND ACCESS
STOCKPILING REUSABLE MATERIAL
TREE CLEARING
DEMOLITION
GRADING
WITHIN SPECIFICATION SECTION 31 11 00.
1. REMOVAL OF TREES GREATER THAN 3" DIAMETER AT BREAST HEIGHT (DBH), MUST BE PERFORMED WITHIN THE RESTRICTIONS
REQUIREMENTS OF SPECIFICATION SECTION 32 92 19.
2. TOPSOIL STRIPPED MAY BE TEMPORARILY STOCKPILED. THE STOCKPILED TOPSOIL INTENDED TO BE REUSED SHALL MEET THE
TEMPORARY STOCKPILE SHALL BE REMOVED AND DISPOSED PER SPECIFICATIONS.
SHALL MEET THE REQUIREMENTS OF SPECIFICATION 35 41 02. AT PROJECT COMPLETION, ANY REMAINING MATERIALS IN THE
ON DRAWINGS, OR OTHER OPEN AREA COORDINATED WITH COR. THE STOCKPILED MATERIALS INTENDED TO BE REUSED ON-SITE,
1. MATERIAL EXCAVATED FROM THE PROJECT MAY BE TEMPORARILY STOCKPILED IN THE STAGING AND STORAGE AREA AS SHOWN
NOTIFY COR IMMEDIATELY FOR FURTHER REVIEW.
3. IT IS ASSUMED THAT ALL UTILITIES NOTED AS ABANDONED ARE DONE SO WITH CONCRETE. IF OTHER CONDITIONS ARE FOUND,
2. IF UTILITY SIZE OR MATERIAL ARE NOT DISPLAYED ON PLANS, THE INFORMATION IS UNKNOWN.
ELEVATION OF THE EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.
UTILITY COMPANY FOR LOCATION SERVICES. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND
ONLY. LOCATION OF UTILITIES INDICATED IS APPROXIMATE. PRIOR TO ANY EXCAVATION, CALL 1-800-DIG-RITE OR APPROPRIATE
1. THE UTILITIES SHOWN HEREON REFLECT SURFACE EVIDENCE, SUPPLEMENTED WITH FOUND UTILITY LOCATION MARKINGS
3. TREE CLEARING IS RESTRICTED TO 01 NOVEMBER THROUGH THE FOLLOWING 31 MARCH.
RESTRICTIONS IN SPECIFICATION SECTION 31 11 00.
2. REMOVAL OF TREES GREATER THAN 3 INCHES DIAMETER AT BREAST HEIGHT (DBH) MUST BE PERFORMED WITHIN THE
REQUIRED FOR WORK WITHIN THE GRADING LIMITS, AS SHOWN ON THE DEMOLITION PLAN AND GRADING PLAN.
1. REMOVE BUSHES, TREES AND SHRUBS, DEBRIS PILES, CURB AND GUTTER, PAVEMENT AND ANY OTHER OBSTRUCTIONS AS
ROAD IS NOT ALLOWED.
6. CONTRACTOR SHALL ONLY PARK VEHICLES IN LOCATION SHOWN ON PLANS FOR CONSTRUCTION LIMITS. PARKING ALONG THE
CONTROL DEVICES.
5. ALL TRAFFIC CONTROL SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE MANUAL OF UNIFORM TRAFFIC
OBJECT MARKERS, HORIZONTAL ALIGNMENT SIGNS, ETC.
STOP SIGNS, SPEED LIMIT SIGNS, ETC. WARNING SIGNS ARE DEFINED BY THE MUTCD TO INCLUDE BUT ARE NOT LIMITED TO:
SIGNAGE IS REMOVED. REGULATORY SIGNS ARE IDENTIFIED BY THE MUTCD TO INCLUDE BUT ARE NOT LIMITED TO: YIELD SIGNS, TEMPORARY SIGNAGE SHALL BE IN PLACE FOR ALL REGULATORY AND WARNING SIGNS FOR THE PERIOD WHICH PERMANENT
4. ALL STREET SIGNS REMOVED FOR CONSTRUCTION SHALL BE PERMANENTLY REPLACED AS SOON AS PRACTICAL. APPROPRIATE
3. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL.
TEMPORARY ACCESS SHALL BE ADEQUATE TO SUPPORT EMERGENCY VEHICLE TRAFFIC.
2. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT LEAST ONE-LANE ACCESS TO ALL BUILDINGS FOR EMERGENCY SERVICES.
BEING PERFORMED IS NOT PERMITTED.
IS NOT ALLOWED. DRIVING, PARKING OR STORING MATERIAL ON THE LEVEE SLOPE OUTSIDE OF THE IMMEDIATE AREA OF WORK
POST-CONSTRUCTION ELEVATIONS. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY BY FILLING AND COMPACTING RUTS. BLADING
TENTH OF A FOOT SHALL BE TAKEN AT 10-FOOT INTERVALS IN EACH WHEEL TRACK ON THE LEVEE CREST TO DOCUMENT PRE AND
PRE-CONSTRUCTION CONDITION. ADDITIONALLY, PRE AND POST-CONSTRUCTION SURVEY SHOTS ACCURATE TO THE NEAREST
CONTRACTOR SHALL CONDUCT A WALKING VIDEO SURVEY OF THE LEVEE CREST AT THE START OF CONSTRUCTION TO DOCUMENT
1. CONSTRUCTION TRAFFIC IS PERMITTED ON THE EXISTING LEVEE CREST AND ACCESS RAMP BETWEEN STATION 2+50 AND 7+10.
BEING BROUGHT ON-SITE.
41 00 PARAGRAPH "REQUIREMENTS FOR OFF-SITE SOILS" AND RESULTS SENT TO THE COR FOR REVIEW AND APPROVAL PRIOR TO
MATERIALS SHALL BE SAMPLED EVERY 500 CUBIC YARDS, AND ANALYZED IN ACCORDANCE WITH THE SPECIFICATION SECTION 35
1. OFF-SITE BORROW MATERIALS SHALL NOT BE BROUGHT ON-SITE FOR USE AS BACKFILL UNTIL APPROVED BY COR. BORROW
PER SPECIFICATION SECTIONS.
THE SLOPES TO REDUCE COMPACTION. COMPACTED AREAS DUE TO TRAFFIC SHALL BE PROPERLY PREPARED PRIOR TO SEEDING
15. AREA WITHIN CONSTRUCTION LIMITS MAY BE USED FOR STAGING AND STORAGE. CONTRACTOR SHALL MINIMIZE TRAFFIC ON
MISSOURI STAFF TO THE EXISTING LEVEE AND FLOODWALL.
14. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS FOR ROUTINE OPERATIONS AND MAINTENANCE BY KANSAS CITY
VEGETATION WITHIN THE CONSTRUCTION LIMITS THROUGH PERIOD OF PERFORMANCE.
THROUGH OCTOBER 31) THROUGHOUT THE PERIOD OF PERFORMANCE. CONTRACTOR SHALL MAINTAIN ALL RIPRAP FREE OF
13. CONTRACTOR SHALL MOW THE PROJECT AREA INSIDE OF THE CONSTRUCTION LIMITS AT LEAST ONCE PER MONTH (APRIL 1
MISSOURI AND SUBMIT BOTH THE PERMIT AND TRAFFIC CONTROL PLAN TO COR PRIOR TO START OF CONSTRUCTION.
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD - LATEST EDITION). CONTRACTOR SHALL OBTAIN A PERMIT FROM KANSAS CITY
AND ENSURE THAT THE GENERAL PUBLIC IS PROTECTED AT ALL TIMES. TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF
12. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TRAFFIC CONTROL MEASURES NECESSARY TO AVOID ROAD CLOSURES
BEING PERFORMED IS NOT PERMITTED.
IS NOT ALLOWED. DRIVING, PARKING OR STORING MATERIAL ON THE LEVEE SLOPE OUTSIDE OF THE IMMEDIATE AREA OF WORK
POST-CONSTRUCTION ELEVATIONS. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY BY FILLING AND COMPACTING RUTS. BLADING
TENTH OF A FOOT SHALL BE TAKEN AT 10-FOOT INTERVALS IN EACH WHEEL TRACK ON THE LEVEE CREST TO DOCUMENT PRE AND
PRE-CONSTRUCTION CONDITION. ADDITIONALLY, PRE AND POST-CONSTRUCTION SURVEY SHOTS ACCURATE TO THE NEAREST
CONTRACTOR SHALL CONDUCT A WALKING VIDEO SURVEY OF THE LEVEE CREST AT THE START OF CONSTRUCTION TO DOCUMENT
11. CONSTRUCTION TRAFFIC IS PERMITTED ON THE EXISTING LEVEE CREST AND ACCESS RAMP BETWEEN STATION 2+50 AND 7+10.
MATCH EXISTING
10. REMOVE AND REPLACE FENCE AND GATES AT PROPERTY LINES AS INDICATED ON PLAN SHEETS. FENCE HEIGHTS SHALL
A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION.
9. REFERENCES TO SPECIFIC PRODUCTS OR MATERIALS SHALL BE REGARDED AS ESTABLISHING SALIENT CHARACTERISTICS AND
EXISTING DRAINAGE PATTERNS.
8. UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL RETURN SITE TO PRE-CONSTRUCTION GRADE AND REESTABLISH
7. ALIGNMENT DATA FOR EXISTING LEVEE CENTERLINE AND PROPOSED ACCESS RAMPS IS LOCATED ON G-007.
6. REMOVE CONSTRUCTION DEBRIS, WASTE MATERIALS, PACKAGING MATERIALS AND THE LIKE FROM THE WORK SITE DAILY.
ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING ALL DEMOLITION AND CONSTRUCTION
CONSTRUCTION.
4. STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AND CLEAR OF TRASH AND DEBRIS THROUGHOUT DEMOLITION AND
REGULATIONS GOVERNING SUCH OPERATIONS.
DEMOLITION OR CONSTRUCTION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR FEDERAL
3. CONTRACTOR IS TO REMOVE AND DISPOSE OFF-SITE OF ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM
ACTIVITIES.
RESPONSIBLE FOR RE-ESTABLISHMENT OF ANY PROPERTY CORNERS OR SURVEY MONUMENTS IF DISTURBED BY CONSTRUCTION
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SURVEY MONUMENTS AND IS
BUILDINGS, DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING
REPAIRS OF DAMAGE TO ANY EXISTING FEATURES DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO: EXISTING FLOODWALL, PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING ALL PHASES OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR
2. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
CONSTRUCTION.
THE LOCAL LAND DISTURBANCE PERMIT AND NPDES EROSION AND SEDIMENT CONTROL PERMIT FROM MDNR AND KCMO PRIOR TO
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SEEDING
RIPRAP. PAVEMENT SHALL RECEIVE SEED PER SPECIFICATION SECTION 32 92 19.
1. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL AREAS DISTURBED BY CONSTRUCTION NOT DESIGNATED TO RECEIVE
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G
C E
S S
R A
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IT
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P L
A N
CD101
J.
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D C
D .d
IN
K
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T
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A N
C E
R
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A
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A N
D C
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D O
D S
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IA
L P
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A1 SCALE: 1" = 20'
DEMOLITION PLAN - ACCESS RAMP
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
EXI
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®of Engineers
US Army Corps
U .S
A
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®of Engineers
US Army Corps
U .S
A
R M
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20' 40'0
GENERAL SHEET NOTES
LEGEND
TREE REMOVAL
REMOVE AND REPLACE EXISTING RIP-RAP (SEE NOTE 1)
REMOVE EXISTING RIP-RAP
2. DO NOT DISTURB ANY EXISTING POWER POLES OR GUY WIRES.
CONSTRUCTION AND REPLACED UPON COMPLETION.
THIS RIPRAP WILL NEED TO BE REMOVED PRIOR TO THE RAMP
1. EXISTING RIP-RAP FALLS WITHIN THE PROPOSED RAMP SLOPE LIMITS.
(GROUP OF 9)
REMOVE TREES
(GROUP OF 22)
REMOVE TREES
CONSTRUCTION LIMITS
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:25:43 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_CD102.dgn
A1 SCALE: 1" = 30'
DEMOLITION PLAN - EXISTING WALL
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®of Engineers
US Army Corps
U .S
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REMOVE TREE
REMOVE TREE
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MANCHESTER T
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N
GENERAL SHEET NOTES
ELEVATION OF OUTFALL INVERT.
RIP-RAP TO A DEPTH OF 24 INCHES, BUT IT SHALL NOT EXCEED THE
2. AFTER TREE REMOVAL WITHIN EXISTING RIP-RAP, OVERLAY WITH NEW
IDENTIFIED ON THIS PLAN SHEET.
LOCATED WITHIN 20-FT OF THE LEVEE WALL AND HAVE NOT BEEN
1. REMOVE ANY TREES THAT ARE 3-IN IN DIAMETER OR LARGER THAT ARE
LEGEND
TREE REMOVAL
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:33:33 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_CG101.dgn
ACCESS RAMP PROFILE
D1 SCALE: 1" = 20'
PLAN
A N
S I
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P R
O J E
C T
M A
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T
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.3
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10+0
19.65'E =
48.49'T =
77.01'L =
88°14'56.25"Δ = 114°35'31.76"D = 50.00'R =
10+90.20PI STA =
2,771,929.74E 1,018,411.91N
4.71'E = 22.22'T = 41.82'L = 47°55'0.49"Δ = 114°35'31.76"D = 50.00'R =
12+49.25PI STA =
2,772,103.31E 1,018,368.02N
10+41 .70
STA
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E
(SEE SHEET CS501 DETAIL D1)
OF EXISTING GRAVEL RAMP
INSTALL RIP-RAP ON TOP R = 10'
R = 50'
GRAVEL RAMP
EDGE OF
GRAVEL RAMP
EDGE OF
ACCESS RAMP�
EXISTING LEVEE �
(SEE SHEET CS-501 FOR DETAIL)
CONSTRUCT GRAVEL RAMP
EXIS
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EVEE G
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96-IN RCP
EXISTING
(SEE NOTE 5)
GW#4
3:1
3:1
(SEE SHEET CS501 DETAIL D1)
OF EXISTING GRAVEL RAMP
INSTALL RIP-RAP ON TOP
EL 771.5
2,772,227.58 E 1,018,389.66 N
EL 772.0
2,772,209.28 E 1,018,377.44 N
EL 772.0
2,772,198.18 E 1,018,394.08 N
EL 771.5
2,772,216.47 E 1,018,406.29 N
2,771,935.40 E 1,018,470.08 N
2,771,921.95 E 1,018,481.53 N
2,771,979.30 E 1,018,504.97 N
2,771,949.62 E 1,018,469.56 N
2,772,164.89 E 1,018,400.71 N
2,772,223.11 E 1,018,439.58 N
R = 24'
R = 24'
3:1
DRAIN
GRADE TO
TO DRAIN
GRADE
10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 750 750
755 755
760 760
765 765
770 770
775 775
780 780
785 785
790 790
795 795
800 800
805 805
810 810
815 815
820 820
-10.00%
GRADE =
-1.50%GRADE =
.5
E
L E
V
.5
P
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S
.9
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L E
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L E
.0
S
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10K -1.50%G2
-10.00%G1 85.00'L
TOP OF AGGREGATE
FINISH GRADE =
EXISTING GRADE
20' 40'0
N
GENERAL SHEET NOTES
ATTACHED TO THESE CONTRACT DOCUMENTS.
MANUFACTURER'S PRODUCT SPECIFICATIONS
OF SLUICE GATE AND FRAME IN ACCORDANCE WITH
GRAY FINISH (OR EQUIVALENT) TO EXTERIOR SIDE
C. APPLY RUST BULLET INDUSTRIAL PAINT METALLIC
ADDITIONAL REPAIR NEAR THE INLET OF THE PIPE.
B. SEE STRUCTURAL SHEET SE514 FOR
LOCATION WITH COR. SEE ATTACHMENT TO SPECIFICATION.
OF GATEWELL. PRIOR TO INSTALLATION, CONFIRM
AT JOINT APPROXIMATELY 70-FT DOWNSTREAM
A. INSTALL INTERNAL JOINT PIPE SEALING SYSTEM
5. STA. 4+75.72, EXISTING 96-IN RCP.
TO BE USED FOR SURVEY OR CONSTRUCTION PURPOSES.
4. BACKGROUND IMAGE IS FOR VISUAL PURPOSES ONLY AND NOT
PRIOR TO START OF CONSTRUCTION.
3. CONTRACTOR SHALL SUBMIT EROSION CONTROL PLAN TO COR
TOP OF SURFACE.
2. ACCESS RAMP AND EXISTING LEVEE ELEVATIONS ARE FOR THE
1. SEE SHEET CS-501 FOR DETAIL AND LIMITS OF LEVEE RIP-RAP.
20' 40'0
0 10' 20'
VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 20'
0+00
� EXISTING LEVEE
GATEWELL #1
INSTALLATION, CONFIRM LOCATION WITH COR.
3 JOINTS DOWNSTREAM OF GW#1. PRIOR TO
INSTALL INTERNAL JOINT PIPE SEALING SYSTEM AT
STA. 29+36, EXISTING 48-IN RCP.
RIP-RAP
EXISTING
GATEWELL #2
48-IN RCP
EXISTING
EXISTING LEVEE�
RIP-RAP
EXISTING
3 JOINTS DOWNSTREAM OF GW#2. CONFIRM LOCATION WITH COR.
3) INSTALL INTERNAL JOINT PIPE SEALING SYSTEM AT
3 JOINTS DOWNSTREAM OF INLET. CONFIRM LOCATION WITH COR.
2) INSTALL INTERNAL JOINT PIPE SEALING SYSTEM AT
19 JOINTS DOWNSTREAM OF INLET. CONFIRM LOCATION WITH COR.
1) INSTALL INTERNAL JOINT PIPE SEALING SYSTEM AT
STA. 42+25.71, EXISTING 48-IN RCP.
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:40:51 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_CG102.dgn
A1
SITE PLAN - GATEWELL #1
SCALE: 1" = 20' A6
SITE PLAN - GATEWELL #2
SCALE: 1" = 20'
H
M
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D E
N B
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2,773,652.81 E 1,020,291.05 N
2,773,605.87 E 1,020,227.87 N
2,773,776.64 E 1,020,101.01 N
2,773,823.58 E 1,020,164.18 N
2,774,411.94 E 1,021,333.35 N
2,774,365.00 E 1,021,270.17 N
2,774,582.70 E 1,021,206.48 N
2,774,535.77 E 1,021,143.31 N
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20' 40'020' 40'0
3+
3+
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:45:21 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_CG103.dgn
A1 SCALE: 1" = 50'
PLAN - FLOODWALL AND GATEWELL #3
H
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16-FT AND 20-FT DOWNSTREAM OF GATEWELL #3.
INSTALL INTERNAL JOINT PIPE SEALING SYSTEM AT
STA. 55+01.97, EXISTING 6' X 5' RCB
CS501
B6
46+00
48+00 a
49+00 a
50+00 a
51+00 a
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DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:52:51 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_CS501.dgn
14-FT
C OF ACCESS RAMP
SEE NOTE 3 SEE NOTE 3
(RANDOM FILL)
SUBGRADE .
AGGREGATE SURFACE
TYPICAL
2H:1V SLOPE
GEOTEXTILE
7-FT 7-FT
6' X 5' RCB
EXISTING
OUTLET STRUCTURE
EDGE OF
RIP-RAP OVERLAY
TOE WALLW W
VARIES
B6 SCALE: NTS
PLAN - OUTLET GW#3
A1 SCALE: NTS
OUTLET GW#3 RIP-RAP
F2
AGGREGATE SURFACE - RAMP
-F
T
TYPICAL
2H:1V SLOPE
2H:1V
VARIES
(WIDTH VARIES)
EXISTING GRAVEL RAMP
D1 SCALE: NTS
EXISTING RAMP RIP-RAP ROAD BLOCK
MAXIMUM ELEVATION = 754.00-FT
N
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L
1 O N
3 1 ON 3
2%
M
IN
SEED SLOPE UNLESS PROPOSED RAMP SIDE SLOPE TIES INTO THE EXISTING GRAVEL ROAD OR RIP-RAP.
NOTE 3:
TRANSISTION AND TIE INTO PROPOSED ACCESS RAMP.
SEE PLAN SHEET CG-101 FOR GRAVEL PAD DETAILS FROM 13+16 TO 13+86. GRAVEL PAD SHALL
NOTE 2:
WHEN TYING INTO EXISTING LEVEE TOP, DO NOT DEGRADE THE CREST BELOW ELEV. 805.68
SHALL TRANSITION AND TIE INTO EXISTING LEVEE GRAVEL ROAD
SEE PLAN SHEET CG-101 FOR INTERSECTION DETAILS FROM 10+00 TO 10+41.70. ACCESS RAMP
NOTE 1:
1. FOR ROCK GRADATIONS, SEE SPEC SECTION 35 31 19
NOTES:
VARVAR
D
END VIEW
SEE DETAIL B6
VARIES
SEE DETAIL B6
24-IN
D
SIDE VIEW
E 2,775,424.00
N 1,022, 026.83
E 2,775,454.72
N 1,022,038.61
E 2,775,461,29
N 1,021,970.73
E 2,775,478.14
N 1,021,977.39
E 2,775,441.22
N 1,021,982.86
1. FOR ROCK GRADATIONS, SEE SPEC SECTION 35 31 19
NOTES:
SEE DETAIL B6
VARIES
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:58:53 PM 2022-05-09
...\...\Dodson Maintenance, Repairs, and Project Closeout\...\BRD6_SE100.dgn
A
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BLUE RIVER
GATEWELL
EXISTING
SEE NOTE 4
SPECIFICATIONS
ATTACHMENTS TO
DRAIN RISER SEE
EXISTING TOE
DRAIN RISER
EXISTING TOE
DRAIN RISER
EXISTING TOE
STA. 4+75.72 PER SE513
BEAM AT STA. A55+00 AND
NEW FLAPGATE HOIST
PROFILE
REPAIR AS SHOWN ON
EXISTING FLOODWALL,
DRAIN, CLEAN PER NOTE 3
EXISTING FLOODWALL TOE
PER NOTE 3
DRAIN, CLEAN
FLOODWALL TOE
EXISTING
A1
VERTICAL SCALE: 1" = 20'
EXISTING FLOODWALL PROFILE
HORIZONTAL SCALE: 1" = 50'
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1 98765432
®of Engineers
US Army Corps
U .S
A
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P S
O F
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IN
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PLAN
a50+00 a54+00 a55+00 a56+00 a57+00a51+00a49+00 a52+00a48+00 a53+00
E L
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IO
N
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F E
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S a58+00 a50+00 a55+00
E5 STA. a54+95
SEE ALSO D1 AND D6/SE512
E4 STA. a56+14, E3 STA. a55+33
E2 STA. a56+23
E6 STA. a54+81
E7 STA. a53+90
E10 STA. a51+25
CJ14 STA. a50+70
E11 STA. a50+38
E12 STA. a49+50
CJ13 STA. a50+95
E9 STA. a52+15
E14 STA. a48+85 E13 STA. a48+90
E8 STA. a53+05
SHEET KEYNOTES
A7/SE511.
CONSTRUCTION JOINT TOP WALL REPAIR PER DETAIL 3.
DETAIL D7/SE511.REPLACE SEALANT PER 2.
A7/SE511
EXPANSION JOINT TOP OF WALL JOINT REPAIR PER DETAIL 1.
PIECE A TO C AND COMPLETELY REMOVE PIECE B.
WITH THE ATTACHMENTS TO THE SPECIFICATIONS. BOLT
TOE DRAIN FLUSHING AND REINSTALL VALVE IN ACCORDANCE
4. AT STA. a54+82 VALVE BOX, REMOVE THE EXISTING VALVE FOR
SPECIFICATION 33 + 01 30.16.
a57+15 FLUSH EXISTING 6" PVC FLOODWALL TOE DRAIN PER
CLEAN FLOODWALL TOE DRAIN FROM STA. a48+91 TO STA. 3.
TO A 1/4" AMPLITUDE PRIOR TO PLACING NEW CONCRETE.
AROUND THE BAR. ROUGHEN EXISTING CONCRETE SURFACE
REINFORCING BARS ARE EXPOSED, REMOVE A MINIMUM OF 1"
MINIMUM THICKNESS OF NEW CONCRETE SHALL BE 1". IF
REMOVE ALL UNSOUND/CRACKED CONCRETE/CRACKED. THE
WHERE FLOODWALL CONCRETE REPAIR IS CALLED OUT, 2.
WITH 03 01 00.
WITH SPECIFICATION 03 30 53 AND PLACED IN ACCORDANCE
AGGREGATE WITH CORROSION INHIBITOR IN ACCORDANCE
CONCRETE CONTAINING FACTORY BLENDED COARSE
MATERIAL IS TO BE A ONE COMPONENT, PORTLAND-CEMENT
FLOODWALL CONCRETE REPAIR (GRAY POWDER) PATCH 1.
STRUCTURAL GENERAL NOTES
1 2
1/2" JOINT FILLER
DETAIL D7/SE511
NEW SEALANT PER
EXISTING WATERSTOP
OF JOINT
NEEDED ON BOTH SIDES
REPAIR MAY NOT BE
CONCRETE PER NOTE 2,
EXTENT OF NEW
/2
1/4"
CAPABILITY
SEALANT MOVEMENT
ORDER TO MAINTAIN
TO-DEPTH RATIO OF 2:1 IN
PLACE SEALANT AT A WIDTH-
1/4" FROM CHAMFER
SEALANT TO BE RECESSED
BACKER ROD
JOINT FILLER
DEPTH OF 2"
RUBBER FOR A MINIMUM
PLUGGED WITH SOFT
WATERSTOP TO BE
CIRCULAR OPENING OF
WATERSTOP
TYPE "Y"
1" CHAMFER
TYPE "Y" WATERSTOP
9"
JOINT FILLER
IN DIRECTION) PREMOULDED
1/2", (1" AT CHANGE
OF WALL
RIVER FACE
9"
{ TYPE "Y" WATERSTOP
WITH BOND BREAKER
CONTRACTION JT.
OF WALL
RIVER FACE
1" CHAMFER
AS REQUIRED
REPLACE EJ MATERIAL
DETAIL D7/SE511
NEW SEALANT PER
OF JOINT
NEEDED ON BOTH SIDES
REPAIR MAY NOT BE
CONCRETE PER NOTE 2,
EXTENT OF NEW
EXISTING WATERSTOP
M
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SEE NOTE 1
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N B
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IS
S
U E
D A
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
D1
EXAMPLE OF DAMAGE TO REPAIRED
SCALE: NTS
NOT BE NECESSARY.
FOR THIS ASSESSMENT. A MODIFICATION TO SCOPE OF WORK MAY OR MAY
REPAIR METHOD. ALLOW UP TO 14 WORKING DAYS IN SCHEDULE TO ALLOW
INSPECTION BY ENGINEER TO ASSESS AND DETERMINE APPROPRIATE
PRIOR TO CONCRETE PLACEMENT, CONTACT CONTRACTING OFFICER FOR
AND SHALL NOT BE CUT. UPON COMPLETION OF CONCRETE REMOVAL AND
EXTEND BEYOND 6". ALL EXISTING REINFORCING IS TO REMAIN UNDAMAGED
3. REMOVE ALL UNSOUND/CRACKED CONCRETE. EXTENT OF REMOVAL MAY
SHEET. THIS NOTE APPLIES TO BOTH CJ/EJ JOINTS.
CONCRETE AND SAWCUT 1/2" JOINT AND FINISH PER THE DETAILS ON THIS
FALLS ON BOTH SIDES OF JOINT, CONTRACTOR HAS THE OPTION TO PLACE
AMPLITUDE PRIOR TO PLACING NEW CONCRETE. IF CONCRETE REMOVAL
OF 1" BEYOND BAR. ROUGHEN EXISTING CONCRETE SURFACE TO 1/4"
REINFORCING BARS ARE EXPOSED, CLEAN REBAR AND REMOVE A MINIMUM
NEW CONCRETE MUST BE 1" TO MAXIMUM OF 6" FOR MOST JOINTS. IF
REMOVE ALL UNSOUND/CRACKED CONCRETE. THE MINIMUM THICKNESS OF 2.
SPECIFICATIONS.
SCHOFIELD TEXTURETOP PRO PRODUCT APPLICATION ATTACHED TO THE
CONCRETE REPAIR TO MATCH EXISTING TEXTURE AND COLOR, SEE 1.
GENERAL SHEET NOTES
A7
TOP OF WALL REPAIR (PROFILE VIEW)
SCALE: NTSA1
INFORMATION ONLY
EXISTING FLOODWALL JOINT DETAILS FOR
NTS
D7
EXPANSION JOINT DETAIL
NTS
(PLAN VIEW)
CONTRACTION MONOLITH JOINT
(PLAN VIEW)
EXPANSION JOINT TOP OF WALL DETAIL EXPANSION JOINT CONTRACTION JOINT
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SEE NOTE #1/SE511 AND DETAIL A7/SE511
PLACING CONCRETE REPAIR
AROUND EMBEDDED PIPE PRIOR TO
PLACE 1/2" FIBER EXPANSION JOINT
SEE NOTE 3/SE511
SEE NOTE 3/SE511
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D A
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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D1 STA. a56+14, EXPANSION JOINT #4 (E4)
NTS
D6 STA. a56+14, EXPANSION JOINT #4 (E4)
NTS
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1'-4"
2"TYP
-1
/2
S T
A
.7
S T
A
.9
6"
S ta
.7
S ta
.9
10'-4" (STA. 4+75.72)
8'-4" (STA. a55+01.97)
E Q
E Q
E Q
T
Y P
(NOT IN CONTRACT)
LIFTING CABLE
BEAM LENGTH REQUIRED
FLAP GATE, FIELD DETERMINE
HSS10.75X0.500 TO AID IN LIFTING
E Q
T
Y P
A7/SE513
ASSEMBLIES, SEE
(2) FLANGE
WALL, SEE A4/SE513
ATTACHMENT AT TOP OF
HOIST BEAM
SEE NOTE 1 AND 3
EXISTING FLAP GAGE
STRUCTURE
EXISTING OUTLET
D1
NEW HOIST BEAM/EXISTING OUTLET PLAN
D6
SECTION
HEADWALL AND WINGWALLS
EXISTING CONCRETE
HOIST BEAM
NEW GATE
SEE NOTE 3
SEE NOTE 2
INSTALL HOIST RING,
/2 M
IN
CONCRETE WALL
EXISTING
TOP OF
3/8"x8"x1'-10" PLATE
ANCHORS PER NOTE 8
3/8"x6" BENT PLATE
A4
A7
FLANGE ASSEMBLY
A9
BASE PLATE
1" FROM END
AROUND HSS
1/4" WELD BEAD
OF WALL
OUTSIDE FACE
OF WALL
INSIDE FACE
HOIST BEAM
S O
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1/4
HSS 10.75x0.500
LC
EXISTING FLAPGATE
1/4
PLATES
(2) 1/4" ROUND
SEE NOTE 4 AND 5
C OF GATEL
SEE NOTE 5
SEE NOTE 6
ENGINEER IN THE STATE OF MISSOURI.
SHALL BE IN ACCORDANCE WITH ACI 318 AND SEALED BY A PROFESSIONAL
AND 5000 LBS FOR SHEAR AND MINIMUM EMBEDMENT DEPTH OF 4". DESIGN
TENSION CAPACITY (STRENGTH REDUCTION FACTOR APPLIED) OF 2000 LBS
NUTS AND WASHERS. INDIVIDUAL ANCHORS MUST HAVE A FACTORED
3/4" DIAMETER WEDGE OR ADHESIVE AISI 304 ANCHORS WITH COMPATIBLE 8.
ALL WELDING SHALL BE IN ACCORDANCE WITH SPECIFICATION 05 50 14. 7.
ANCHORS, AND WELDING FLANGES.DOWNS BRACKETS, PLACING
FIELD VERIFICATION BEFORE SIZING AND FABRICATION OF PIPE (HSS), HOLD
TO CENTERLINE OF HSS (BOTH GATES) VERIFY WITH GATE CLEARANCE BY 6.
00.
(MARINE GRADE). SEE ADDITIONAL REQUIREMENTS IN SPECIFICATION 01 11
POLYESTER RESIN AND COVERED WITH UV RESISTANT CLEAR GEL COAT
BEAM. THE FIBERGLASS TAPE SHALL BE PLACED WITH APPROPRIATTE
FIBERGLASS 6" TAPE AT THE ENDS AND BETWEEN KEEPER PLATES OF HOIST
AFTER FABRICATION AND PAINTING IS COMPLETE, INSTALL WOVEN 5.
MANUFACTURER'S PRODUCT SPECIFICATIONS.
PREPARE SURFACE AND APPLY PAINT IN ACCORDANCE WITH
PAINT WITH METALLIC GRAY INDUSTRIAL PAINT PER SPECIFICATION 01 11 00.
SHOP WELD AND PAINT NEW HOIST BEAMS AND ANCHORAGE COMPONENTS. 4.
ACCORDANCE WITH MANUFACTURER'S PRODUCT SPECIFICATIONS.
SPECIFICATION 01 11 00. PREPARE SURFACE AND APPLY PAINT IN
AND STA. 4+75.72. PAINT WITH METALLIC GRAY INDUSTRIAL PAINT PER
HYDRO BLAST AND PAINT EXISTING FLAP GATES/GRAMES AT STA. a55+01.97 3.
REQUIREMENTS.
SPECIFICATION 01 11 00. CONTRACTOR TO FIELD DETERMINE SIZE
LB SAFE WORKING LOAD. SEE ADDITIONAL REQUIREMENTS IN
OF THE STANDARDS SPECIFIED IN 01 11 00. HOIST RING MUST HAVE 10,000
FLAP GATE AT STA. a55+01.97. THE NUT AND AND WASHER SHALL MEET ONE
INSTALL STEEL HOIST RING THROUGH BOLT AND NUT/WASHER ON EXISTING 2.
EXISTING FLAPGATES ARE 72" AT STA. a55+01 97 AND 96" AT STA. 4+75.72.1.
GENERAL SHEET NOTES
SEE NOTE 7
SE513
D6
SE513
A1
SE513
A9
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SEE NOTES 1-4
SEE NOTE 5
EXISTING 96" RCP
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D A
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A2
STA. 4+75.72 BOONE CREEK INLET REPAIR
SCALE: NTS
A6
STA. 29+36.34 AND STA. 42+25.71
GATEWELL ACTUATOR(S) COVER INSTALL AT
SCALE: NTS
EXISTING GATEWELL ACUTATORS AT STA. 29+36.34 AND STA. 42+25.71.
INSTALL ROTORK MOD20D SCREEN PROTECTOR PART #WIQ82652 TO 5.
SPECIFCATIONS.
GRAY), HYBRID SEALANT AND APPLY PER MANUFACTURE'S PRODUCT
SEAL JOINT WITH A LOW MODULUS, NON-SAG, ELASTOMERIC (LIMESTONE 4.
JOINT PRIOR TO SEALING WITH JOINT SEALER.
READJUST WIRE AND FLOW METER AND ENSURE WIRE IS TUCKED INTO PIPE 3.
IN PLACE (FLUSH).
REMOVE DAMAGED PORTION OF WIRE COVER AND LEAVE REMAINING COVER 2.
COVERS NOTES 1-4.
SUBMIT A REPAIR PLAN TO CONTRACTING OFFICER FOR APPROVAL WHICH
COMPLETE. CONTRACTOR TO DETERMINE REQUIREMENTS AND SHALL
REPAIR SIDE OF JOINT (RIGHT SIDE) SHALL BE KEPT DRY (NO WATER) UNTIL 1.
GENERAL SHEET NOTES
| GENERAL |
| BRD6_G-001 |
| BRD6_G-002 |
| BRD6_G-003 |
| BRD6_G-004 |
| BRD6_G-005 |
| BRD6_G-006 |
| BRD6_G-007 |
| CIVIL |
| BRD6_C-101 |
| BRD6_C-102 |
| BRD6_CD101 |
| BRD6_CD102 |
| BRD6_CG101 |
| BRD6_CG102 |
| BRD6_CG103 |
| BRD6_CS501 |
| STRUCTURES |
| BRD6_SE100 |
| BRD6_SE511 |
| BRD6_SE512 |
| BRD6_SE513 |
| BRD6_SE514 |
File details come from the government source that posted it. Updated .