SL18CR-00_RTA.PDF
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- Solicitation number
- W912BV18R0021
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Tulsa District
US Army Corps of Engineers
FY: 2018
SOLICITATION NO. W912BV-18-R-0021
SARDIS LAKE, OKLAHOMA
ARKANSAS RIVER WATERSHED
AND EMBANKMENT TOE DRAIN
SARDIS REPAIR CONDUIT JOINTS
E C -D
C \F
Y O
M \S
A R
D
IS
S L I1
C
R -0
C O
V E
R .D
G N
A
P R
IL
2 APRIL 2018
INDEX TO DRAWINGS
TITLEDRAWING NO.
LAKE MAP
NTS
NTS
N
N
LOCATION
PROJECT
N
LOCATION
PROJECT
N
AMARILLO
ENID
ELK CITY
LAWTON
ADA
TULSA
EDMOND
HUGO
ARDMORE
McALESTER
HENRYETTA
MUSKOGEE
TOPEKA
EMPORIA
ELDORADO
CITY
ARKANSAS
WICHITA
SALINA
CITY
DODGE
HUTCHINSONCITY
GARDEN
CITY
KANSAS
70 70
CITY
OKLAHOMA
TEXAS
LOUISIANA
ARKANSAS
MISSOURICOLORADO
NEBRASKA
NEW MEXICO
OKLAHOMA
BEND
GREAT
LUBBOCK
FALLS
WICHITA
ABILENE
FT WORTH
DALLAS
AUSTIN
SAN ANTONIO
HOUSTON
GENERAL NOTES:
VICINITY MAP
NTS
VICINITY MAP
NTS
GATE TOWER
SARDIS
PROJECT SITE MAP
A N
D I
N D
E X
P R
O J E
C T S
IT
E M
A P
G E
N E
R A
L N
O T
E S
V
IC
IN
IT
Y M
A P L
A K
E M
A P
LOCATION
PROJECT
STAGING AREA
G101
AS-BUILT DRAWING BE350-C3-98/2- EMBANKMENT AND OUTLET WORKS - FOUNDATION EXPLORATION IIC-710
AS-BUILT DRAWING BE350-C3-98/1 - EMBANKMENT AND OUTLET WORKS - FOUNDATION EXPLORATION IC-709
AS-BUILT DRAWING BE350-C3-70/1 - EMBANKMENT AND OUTLET WORKS - ELECTRICAL EXT. PLANC-708
AS-BUILT DRAWING BE350-C3-22/24 - EMBANKMENT AND OUTLET WORKS - STILLING BASINC-707
AS-BUILT DRAWING BE350-C3-22/23 - EMBANKMENT AND OUTLET WORKS - CONDUITC-706
AS-BUILT DRAWING BE350-C3-22/21 - EMBANKMENT AND OUTLET WORKS - TRANSITION MONOLITHSC-705
AS-BUILT DRAWING BE350-C3-13/3 - EMBANKMENT AND OUTLET WORKS - SECTION AND DETAILSC-704
AS-BUILT DRAWING BE350-C3-12/9.1 - EMBANKMENT AND OUTLET WORKS - TOE DRAIN DETAILSC-703
AS-BUILT DRAWING BE350-C3-2/2.1 - EMBANKMENT AND OUTLET WORKS - PLAN AND SECTIONC-702
EMBANKMENT AND OUTLET WORKS - GENERAL PLANAS-BUILT DRAWING BE350-C3-2/1 - C-701
DETAILS IIC-106
DETAILS IC-105
CONDUIT PROFILE & PHOTOS GROUT REPAIRC-104
MANHOLE, LAMPHOLE, AND TOE DRAIN PIPE PLAN STA 60+00 TO 90+00C-103
MANHOLE, LAMPHOLE, AND TOE DRAIN PIPE PLAN STA 40+00 TO 60+00C-102
MANHOLE, LAMPHOLE, AND TOE DRAIN PIPE PLAN STA 15+00 TO 40+00C-101
PROJECT ACCESS & STORAGE LOCATIONSG-102
VICINITY MAP, LAKE MAP, PROJECT SITE MAP, GENERAL NOTES, AND INDEXG-101
COVER SHEETG-100
"CLAYTON LAKE" IN THE TITLE BLOCK.
10. CLAYTON LAKE WAS RENAMED TO SARDIS LAKE IN 1981. THE AS-BUILT DRAWINGS SHOW
ARE FOUND.
NOTIFY THE ADMINISTRATIVE CONTRACTING OFFICER (ACO) WHEN DISCREPANCIES
9. WHEN SPECIFICATIONS AND DRAWINGS DIFFER, SPECIFICATIONS WILL GOVERN.
918-569-4131.
8. FOR ACCESS TO THE SITE, CONTACT THE PROJECT OFFICE POC, CHRIS LYNCH,
BE HAULED OFF SITE.
7. ANY DEBRIS MATERIAL GENERATED BY CONSTRUCTION OF THE PROJECT SHALL
A WEB TICKET ON-LINE AT THE OKIE811 WEB SITE: http://www.okie811.org/.
1-800-522-6543 TO HAVE ANY UTILITIES MARKED. CONTRACTOR MAY ALSO SUBMIT
6. A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CALL
5. ALL DISTURBED GRASS AREAS SHALL BE SODDED WITH COMMON BERMUDA SOD.
BY THE CONTRACTOR.
THE UTILITIES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT
ANY REQUIRED UTILITIES FOR HIS CONVENIENCE TO THE STAGING AREA.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING AND ROUTING
3. CONTRACTOR SHALL SUBMIT FOR APPROVAL, A WATER CONTROL PLAN.
2. CONTRACTOR SHALL SUBMIT FOR APPROVAL, A TRAFFIC CONTROL PLAN.
AND AVAILABLE FOR GOVERNMENT USE AND ACCESS AT ANY TIME.
1. SERVICE BRIDGE SHALL REMAIN CLEAR OF CONTRACTOR MATERIALS
SHEET ID
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE
DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION
SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.
CHIEF, ENGINEERING BRANCH
SHAWN PAINTER, P.E.
REVIEWED BY:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
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W
B V -1
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W
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-C -X
X X
X of Engineers ® US Army Corps
T U
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CHIEF, ENGINEERING & CONSTRUCTION DIVISION
DANIEL W. ANDERSON, P.E.
APPROVED BY:
M
A R
C H
A
P R
IL
G102
GATE ACCESS
GATE ACCESS
STORAGE AREA 1
TOP OF EMBANKMENT
GATE ACCESS
WEATHERFORD ROAD
PROJECT OFFICE
R O J E
C T A
C C
E S
S S
T O
R A
G E L
O C
A T
IO
N
G102
M
IC
H A
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A L
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E P .E
B E
A U
C H
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P P
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ACCESS & STORAGE AREA PLAN
STORAGE AREA 3
STORAGE AREA 2
G102
2 BENCHMARK BM SA-2
HORIZONTAL & VERTICAL CONTROL
PROJECT ACCESS
CONSTRUCTION LIMITS
A A
W
B V -1
-R -0
C O
N T
A C
T N
O
S O
L
IC
IT
A T
IO
N N
O
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V
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W E
D B
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D R
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D E
S
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D B
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NUMBER
REFERENCE
SHEET
S Y
M B
O L
D E
S C
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N D
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2 3 4 5
2 3 4 5
B
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P R
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of Engineers
US Army Corps
F
IL
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PROJECT ACCESS
GOVERNMENT PROPERTY LINE
SARDIS LAKE
SARDIS LAKE
BM SA-2
OKLAHOMA.
THE TOWN OF CLAYTON AND 5 MILES NORTHWEST OF TUSKAHOMA,
OKLAHOMA. THE DAM SITE IS APPROXIMATELY 2.5 MILES NORTH OF
TRIBUTARY OF THE KIAMICHI RIVER IN PUSHMATAHA COUNTY,
CONTROL TOWER BRIDGE, LOCATED ON JACKFORK CREEK, A
DESCRIPTION: SET IN CONCRETE AT THE SOUTHEAST CORNER OF
GEOID: GEOID 12A
ELLIP HT: 160.991
ELEVATION HT: 192.43
DATUM: NAVD88
VERTICAL:
EASTING 1: 933,186.16 USFT
NORTHING 1: 12,579,706.50 USFT
UTM ZONE 1: 15
EASTING 1: 2,765,167.66 USFT
NORTHING 1: 481,598.32 USFT
ZONE 1: 3502
LONGITUDE: 95 21 05.31206
LATITUDE: 34 37 40.69615
DATUM: NAD83
HORIZONTAL:
GPS SUITABLE: GPS SUITABLE
SETTING: BRASS CAP
USGS QUAD: CLAYTON
DISTRICT: TULSA
COUNTY: PUSHMATAHA
STATE: OKLAHOMA
PROJECT ALIAS: SARDIS LAKE
COE PID: ACV536
DESIGNATION: BM SA-2
PROJECT ACCESS
NTS
C101
N
H O
L E L
A M
P H
O L E
A N
D T
O E D
R
IN
IC
H A
E L M
A L
O N
E P
E A
U C
H A
M P P
D R C
-p la n C
.d
C101
MH MANHOLE
LEGEND & ABBREVIATIONS
BERMUDA SEED WITH MULCH.
6. SPREAD 6" OF TOPSOIL AND APPLY COMMON
ON ALL 11 OUTFALL OUTLETS.
5. INSTALL FABRICATED ANIMAL/RODENT SCREENS
WITH RANDOM FILL MATERIAL.
4. FOR OUTFALL #7, #8, AND #9, BACKFILL AND COMPACT
TO SUBGRADE FOR CONCRETE.
3. FOR OUTFALL #2 AND #3, FILL AND COMPACT BACK
RIBBED EXTERIOR HDPE PIPE.
8" DIAMETER SMOOTH INTERIOR, DUAL WALLED,
2. REPLACE EXISTING OUTFALL PIPES WITH NEW
INDICATED ON DRAWINGS.
OF 550 LF OF 8" OUTFALL PIPE AT FIVE LOCATIONS
1. EXCAVATE AND REMOVE AN APPROXIMATE TOTAL
OUTFALL NOTES:
LH1
MH1 LH2
MH2
MH3
LH3
MH4 MH5
MH6
CMP
PLAN
REPLACE 8" DIA PIPE
PIPE
REPLACE
OUTFALL 2
REPLACE PIPE
OUTFALL 3
BM SA-2
M A
T C
H S
H E
E T C
MH
LH
STORAGE AREA 1
TOP OF DAM
TOE ROAD
IP
E P
L A
N S
T A
T
O
OUTFALL 1
NTS
US UPSTREAM
CORRIGATED METAL PIPE
PIPE TO BE REPLACED
LH LAMPHOLE TO BE REPLACED
MH MANHOLE TO BE REPLACED
OUTFALL 4
GRASS SEED WITH MULCH.
8. PLACE 6" TOPSOIL, AND APPLY COMMON BERMUDA
ALKYD ENAMEL, COLOR YELLOW.
BOLLARDS. PRIME AND PAINT WITH TWO COATS OF
7. REPLACE PROTECTIVE BOLLARDS WITH NEW STEEL
ANGULAR GRAVEL.
6. BACKFILL AND COMPACT AROUND PIPE WITH COARSE
CLOSURE AT 4' ABOVE GROUND SURFACE.
5. INSTALL HDPE SURFACE CAPS WITH CABLE TIE
MANUFACTURED HDPE BEND, AND 12" TO 8" REDUCER.
4. CONNECT TO 8" LATERAL WITH 90 DEGREE
SMOOTH INTERIOR, RIBBED EXTERIOR, HDPE PIPE.
3. REPLACE LAMPHOLE PIPE WITH 12" DUAL WALLED,
SITE.
2. REMOVE PROTECTIVE BOLLARDS AND HAUL OFF
AVERAGE DEPTH 9'.
CMP LAMPHOLES. ESTIMATED LAMPHOLE
1. EXCAVATE AND REMOVE 11 EACH 8" DIAMETER
LAMPHOLE NOTES:
SEED WITH MULCH.
6. SPREAD 6" TOPSOIL AND COMMON BERMUDA GRASS
UNIFORM SLOPE IS PRESENTED. SEE SHEET C105.
5. COMPACT BEDDING FOR TRUSS PIPE SUCH THAT A
4. REPLACE LATERALS WITH 8" DIAMETER TRUSS PIPE.
TO THE TABLE ON SHEET C105.
3. BEDDING FOR NEW PIPE LATERALS SHALL CONFORM
2. HAUL OFF SITE EXISTING EXCAVATED PIPE.
MH8 TO MH7: INSTALL ~ 360' OF TRUSS PIPE
LH2 TO MH1: INSTALL ~165' OF TRUSS PIPE
DRAWINGS.
LATERAL PIPE AT LOCATIONS INDICATED ON THE
1. EXCAVATE AND REMOVE ~525' OF 8" DIAMETER
REPLACE TOE DRAIN NOTES:
BERMUDA GRASS SEED WITH MULCH.
8. PLACE 6" DEPTH OF TOPSOIL; APPLY COMMON
ALKYD ENAMEL, COLOR YELLOW.
BOLLARDS. PRIME AND PAINT WITH TWO COATS OF
7. REPLACE PROTECTION BOLLARDS WITH NEW STEEL
6. FIT MANHOLES WITH LOCKABLE STEEL COVERS.
SURROUNDING GROUND.
AGGREGATE FROM MANHOLE BASE TO TOP OF
5. BACKFILL MANHOLES WITH COMPACTED ANGULAR
LOCATIONS OF EXISTING MANHOLES. SEE C105.
4. SET NEW 4' DIAMETER CONCRETE MANHOLES AT
OFF SITE.
3. REMOVE EXISTING MANHOLE COVERS AND HAUL
AND HAUL OFF SITE.
2. REMOVE EXISTING PIPE PROTECTION BOLLARDS
ESTIMATE 12 EA x 8' DEEP.
1. REMOVE 12 EXISTING 3' DIAMETER CMP MANHOLES.
MANHOLE NOTES:
A A
W
B V -1
-R -0
C O
N T
A C
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NUMBER
REFERENCE
SHEET
S Y
M B
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2 3 4 5
2 3 4 5
B
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LEGEND & ABBREVIATIONS
CMP
PLAN
C102
MH7
MH8 LH4
MH9
LH5
LH6
LH7
MH10
OUTFALL 5 OUTFALL 6
C102
M A
T C
H S
H E
E T C
M A T C
H S
H E E T C
E P
L A
N S
T A
T
O
MH
LH
TOE DRAIN PIPE
REPLACE 8" TRUSS
PIPE
REPLACE
OUTFALL 7
STORAGE AREA 2
CORRIGATED METAL PIPE
NEW PIPE TO BE REPLACED
LAMPHOLE TO BE REPLACED
MANHOLE TO BE REPLACED
NTS
A A
W
B V -1
-R -0
C O
N T
A C
T N
O
S O
L
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IT
A T
IO
N N
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D B
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V
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W E
D B
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D R
A W
N B
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D E
S
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D B
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NUMBER
REFERENCE
SHEET
S Y
M B
O L
D E
S C
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N D
A T
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N T
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P S O
F E
N G
IN
E E
R S
2 3 4 5
2 3 4 5
B
C
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B
C
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A
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B V -1
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X X
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A L
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E A
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H A
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D R C
-p la n C
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LEGEND & ABBREVIATIONS
CMP
PLAN
C103
LH8
LH9
MH11
PIPE
REPLACE
OUTFALL 8
LH10 LH11
MH12
PIPE
REPLACE
OUTFALL 9
C103
M A
T C
H S
H E
E T C
E P
L A
N S
T A
T
O
MH
LH
CORRIGATED METAL PIPE
NEW PIPE TO BE REPLACED
LAMPHOLE TO BE REPLACED
MANHOLE TO BE REPLACED
NTS
AND INSTALLED ON ALL 11 OUTFALL PIPES.
SCREENS ARE REQUIRED TO BE FURNISHED
OUTFALLS 10 & 11 ARE NOT SHOWN. RODENT
NOTE:
A A
W
B V -1
-R -0
C O
N T
A C
T N
O
S O
L
IC
IT
A T
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N N
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D B
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D R
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D E
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D B
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NUMBER
REFERENCE
SHEET
S Y
M B
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D E
S C
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2 3 4 5
2 3 4 5
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C A
L
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C104
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1 CONDUIT PROFILE & PHOTOS
0 30 30 60
SCALE OF FEET
SHEET IS FOR INFORMATION ONLY.
PERIODIC INSPECTION OF THE CONDUIT. THIS
NOTE: PHOTOS WERE TAKEN FROM A RECENT
A A
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B V -1
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D R
A W
N B
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D E
S
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D B
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NUMBER
REFERENCE
SHEET
S Y
M B
O L
D E
S C
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N D
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E A
C T
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N T
R A
C K
IN
G N
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IN
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IN
G B
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N C
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C O
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2 3 4 5
2 3 4 5
B
C
D
B
C
D
A
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X X
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P L
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AS REQUIRED
TRUSS PIPE COUPLING
TRUSS PIPE
90°
160°
SPECIFICATIONS
HOLES PER
FLOW LINE
2 1/2"
EXISTINGNEW
90 DEG ELBOW
INSTALL NEW 12" HDPE
HDPE PIPE
INSTALL NEW 12"
WITH CABLE TIE CLOSURE
INSTALL 12" SURFACE CAP
ELEV "E"
TYPICAL TRUSS PIPE HOLE PATTERN
AS SHOWN.
NOTE: PERFORATED TRUSS PIPE SHALL BE ORIENTED
3'- 0"
8" TRUSS PIPE
SHEET
MATERIAL TABLE THIS
AGGREGATE PER FILTER
BOLLARD LOCATION
CAP CABLE TIE CLOSURE
12" HDPE PIPE W/SURFACE
OR CAST IN PLACE
TOP SLABS MAY BE PRECAST
NOTE:
4' DIA
6' DIAMETER
8" CONC SLAB
8" DIA TRUSS PIPE
STEPS @ 16" O.C.
POLYPRO COATED STEEL
C105
TYPICAL MANHOLE SECTION
OUTFALL PIPE
2'-6"
S
Q U
A R
E
2" STEEL PIPE (TYP)
EXISTING TRUSS PIPE
12"X8" REDUCER
INSTALL NEW HDPE
EXISTING GROUND
NEW BOLLARD LOCATION
TYPICAL LAMPHOLE DETAIL
NO SCALE
6'- 0"
STEPS @ 16" O.C.
POLYPRO COATED STEEL
CONCRETE BASE
BOLLARD LOCATION
4' I.D. PRECAST CONC. MANHOLE
TYPICAL MANHOLE TOP VIEW
TYPICAL LAMPHOLE TOP VIEW
S
Q
CONCRETE FOOTING (TYP)
CONCRETE FOOTING (TYP)
2" STEEL PIPE (TYP)
TOP OF GROUND
6'- 0"
3'- 0"
1'- 0"
1'- 0"
1'- 0"
1'- 0"
TOP OF GROUND
TYPICAL 6' BOLLARD PLAN TYPICAL 3' BOLLARD PLAN
TYPICAL 6' BOLLARD SECTION TYPICAL 3' BOLLARD SECTION
H A
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ELEV "D"
ELEVATION TABLE
D (mm) D (in) LOW HIGH
% PASSING
25 1" 70 100
19 -
#4 40
#8 -
12.5
9.5
4.75
2.36
1.18
0.6
0.3
0.15
0.05
3/4"
1/2"
3/8"
#16
#30
#50
#100
#200
FILTER MATERIAL GRADATION TABLE
FILTER MATERIAL TABLE
AND COVER, 30" DIA. OPENING
CAST IRON LOCKABLE MANHOLE FRAME
30" DIA. OPENING
CAST IRON LOCKABLE MANHOLE FRAME AND COVER,
2 - #5
ELEV "A"
ELEV "B"
ELEV "C"
D
T A
IL
I
DRAWING IS NOT TO SCALE.
AS REQUIRED (TYPICAL)
OF ASTM C478; TOTAL LENGTH
SECTONS; SHALL MEET REQUIREMENTS
4' I.D. PRECAST CONC MANHOLE
OR CAST-IN-PLACE
CONCRETE BASE CAN BE PRECAST
ELEVATIONS.
+/- 1/4" TOLERANCE OF PIPE INVERT
SHALL BE FACTORY INSTALLED WITHIN
MANHOLE; PRECAST MANHOLE GASKETS
STEEL BAND EMBEDDED IN CONCRETE
NEOPRENE GASKET WITH STAINLESS
M A
X
DETECTION WIRE
MORTAR JOINT
MINIMUM OF 3 COILED FEET
TERMINATIONS SHALL HAVE A
DETECTION WIRE
DETECTION WIRE
FIELD DRILL HOLE TO ACCOMODATE
REMAINING ACCESSIBLE IN EACH MANHOLE.
MANHOLES AT EACH END OF THE PIPE, WITH A MINIMUM OF 3 FEET OF WIRE, COILED,
UNBROKEN, FROM MANHOLE TO MANHOLE. TERMINATE THE ENDS OF THE WIRE INSIDE THE
TO EXCEED 12 INCHES ABOVE THE TOP OF PIPE. EXTEND THE WIRE CONTINUOUSLY AND
NOTE: BURY DETECTION WIRE DIRECTLY ABOVE NON-METALLIC PIPING AT A DISTANCE NOT
SEE C703
INSTALL MANHOLE;
FILTER MATERIAL TO
REMOVE & REPLACE
#5 @ 12" O.C.E.W.
STRUCTURE
MH1
MH2
MH3
MH4
MH5
MH6
MH7
MH8
MH9
MH10
MH11
MH12
LH1
LH2
LH3
LH4
LH5
LH6
LH7
LH8
LH9
LH10
LH11
OUTFALL 1
OUTFALL 2
OUTFALL 3
OUTFALL 4
556.18 556.23 555.07 567.58
6" DEPTH
AGGREGATE
3/4" MINUS
A B C D E F
OUTLET
LATERAL
EAST
TYPICAL PIPE BEDDING
TOP OF GROUND
PER SPECIFICATIONS
RANDOM FILL; COMPACT
6" TOPSOIL
540.66
544.93
542.71
544.74
542.97
545.20
557.39
592.40
585.90
585.90
558.47
557.98
542.81
547.31
563.66
595.13
594.36
596.68
595.58
595.42
596.24
554.99
539.33
537.88
539.31
E.W.O.C.
#5 @ 12"
OUTFALL 5
OUTFALL 6
OUTFALL 7
OUTFALL 8
OUTFALL 9
542.89
556.02
588.70
581.89
584.99
OUTLET
LATERAL
WEST
INLET
OUTFALL
MANHOLE
OF
TOP
GROUND
OF
TOP
MANHOLE
OF
BOTTOM
INVERT
LAMPHOLE
INVERT
OUTLET
OUTFALL
541.04 540.15 550.22
539.70 551.40
541.79 552.98
542.64 541.76 551.53
546.18 553.65
544.56 542.95 553.64
545.10 554.50
556.32 562.88
592.46 591.29 600.74
585.86 584.90 594.11
585.86 584.90 594.11
564.74 554.11
549.82 539.55
550.74 538.83
551.28 540.87
549.81 540.62
551.88 543.94
550.70 541.84
553.49 544.04
560.69 555.21
599.06 590.18
592.47 582.23
592.47 583.67
COMPRESSIVE STRENGTH OF 3500 PSI.
7. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH A 28 DAY
6. FINISH COATS SHALL BE SEMI-GLOSS SAFETY YELLOW COLOR.
CONTAINERS SHALL BE OPENED ONLY WHEN REQUIRED FOR USE.
SEALED CONTAINERS, WITH LABELS AND TAGS INTACT. COATING
5. MATERIALS SHALL BE DELIVERED IN MANUFACTURER'S ORIGINAL
HI-BUILD
2 FINISH COATS - TNEMEC - SERIES 2H
PRIMER -4-55 TNEMEC SYSTEM:
2 FINISH COATS - 222
PRIMER - 126 ENGARD SYSTEM:
2 FINISH COATS - CARBOCOAT 139
PRIMER - CARBOCOAT 150 CARBOLINE SYSTEM:
EQUAL:
4. THE SYSTEM SHALL BE FROM THE FOLLOWING OR APPROVED
OF 4.5 MILS. THE TOTAL SYSTEM SHALL HAVE A MINIMUM OF 6.0 MILS.
AND TWO OR MORE COATS MINIMUM TOTAL DRY FILM THICKNESS
3. THE PRIME COAT SHALL HAVE A MINIMUM THICKNESS OF 1.5 MILS
COATING PRIOR TO APPLICATION OF EACH COAT.
SHALL RECEIVE A BRUSH-APPLIED COAT OF THE SPECIFIED
EDGES, NUTS, BOLTS, OR OTHER ITEMS DIFFICULT TO COAT
MANUFACTURER'S PRINTED RECOMMENDATIONS. ALL SHARP
2. APPLICATION SHALL BE IN STRICT CONFORMANCE WITH THE
WELDED OR SEAMLESS STEEL PIPE, ASTM A53.
WITH THINNERS PRIOR TO COATING APPLICATION. PIPE SHALL BE
FLUX AND SPLATTER REMOVED, AND ALL WELDS NEUTRALIZED
CORNERS SHALL BE GROUND TO A CURVE AND ALL WELD
BLAST CLEANING). WELD SURFACES ALL AROUND; EDGES, AND SHARP
PAINTING COUNCIL SPECIFICATION SSPC-SP7 (BRUSH-OFF
BE CLEANED IN ACCRODANCE WITH THE STEEL STRUCTURES
OTHER FOREIGN MATTER BEFORE COATING. SURFACES SHALL
1. ALL SURFACES SHALL BE FREE OF DIRT, DUST, GREASE, OR
BOLLARD NOTES:
3500 PSI
CONCRETE; 3500 PSI
CONCRETE;
ALL AROUND
SCH 40; WELD
2" STEEL PIPE
ALL AROUND
SCH 40; WELD
2" STEEL PIPE
A A
W
B V -1
-R -0
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D E
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D B
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NUMBER
REFERENCE
SHEET
S Y
M B
O L
D E
S C
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N D
A T
E A
C T
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N T
R A
C K
IN
G N
O
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IN
E E
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IN
G B
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C O
N S
T R
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IV
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E N
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IN
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IN
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L A
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M A
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A D
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T R
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T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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2 3 4 5
2 3 4 5
B
C
D
B
C
D
A
P R
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E N
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W
B V -1
-X -X
X X
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C O
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A C
T D
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L E
P L
O T D
A T
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P L
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A T
T S P
SYSTEM
PVC TRUSS
PVC
INNER WALL
PVC
OUTER WALL
PER SPECIFICATIONS
FILLER MATERIAL
H A
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C106
N.T.S.
CONCRETE
NEW 8" HDPE PIPE
CONCRETE
SAWCUT EXISTING
CONCRETE
SAWCUT EXISTING
#4 DOWELS @ 16" CTRS
BE INSTALLED
NEW 8" PIPE TO
AND REPLACE AS REQUIRED
GROUTED RIPRAP; REMOVE
CONCRETE PLAN
AS REQUIRED TO
REPLACE PIPE CONCRETE
CONCRETE SECTION
TRUSS PIPE SECTION
D
T A
IL
S
CONCRETE OUTFALL HEADWALL
APPLIES TO OUTFALL 7, 8, & 9
SINGLE PIPE - 90 DEG.
OUTFALL DETAIL
2 & 3 ONLY
APPLIES TO OUTFALL
AND REPLACE AS REQUIRED
GROUTED RIPRAP; REMOVE
GROUTED RIPRAP
REMOVE & REPLACE
16" O.C.E.W.
#4 BARS @
SECTION
SECTION
CONDUIT PARTIAL PLAN
MONOLITH JOINT
EXISTING WATERSTOP
WALL
INSIDE
WALL
OUTSIDE
WATERSTOP
WALL
INSIDE
WALL
OUTSIDE
JOINT
CONST
JOINT
CONST
DRILL 45 DEG
DRILL 45 DEG
2" GAP TO WATERSTOP
DRILLED HOLES
PACKER
C106
CRACK
BEDDING
3" DEPTH GRAVEL
COMPACTED BACKFILL
LC
LC
C106
28"
8"
ELEVATION
PLAN
ELEV "F"
CONFORMS TO 2:1
SLOPE
HOOP AROUND PIPE
SECTION
6"
6"
8"
3"
CONST. JT.
6"
SECTION
NOTE:
#4 BARS @ 12" O.C.E.W.
REINFORCEMENT SHALL BE
SCREEN
ATTACH RODENT
6"
3"
TOP OF RIPRAP
FROM PIPE INVERT TO
PROVIDE 9" CLEARANCE
ATTACH RODENT SCREENREMOVE OLD CMP
/2
EXIST WATERSTOP
MONOLITH JOINT
45°
INSIDE WALL
8"
12 DETAIL
SEE DETAIL 12
AT 45 DEG
DRILL HOLES
14'46'17'
PIPE, SCH 40
10" STEEL
20' SECTION OF
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
MANHOLE
DIMENSION IS APPROXIMATE DIMENSION IS APPROXIMATE DIMENSION IS APPROXIMATE
FIELD VERIFY FIELD VERIFY FIELD VERIFY
GROUND ELEVATION; SEE TABLE ON C105
PIPES (OUTFALLS 1 THRU 11) WITH STAINLESS STEEL SCREWS.
7. FABRICATE AND ATTACH RODENT SCREEN TO ALL OUTFALL
6. REPLACE RIPRAP AND GROUT TO MATCH EXISTING.
5. REPLACE CONCRETE PER DETAIL 6 & 7.
4. BACKFILL PIPE PER SPECIFICATIONS.
3. REMOVE AND REPLACE OUTFALL PIPE PER DETAIL 5.
TO PIPE.
2. REMOVE EXISTING GROUTED RIPRAP AS REQUIRED TO EXCAVATE
ACCESS OUTFALL PIPE.
1. SAWCUT AND REMOVE MAXIMUM 12' WIDTH OF CONCRETE TO
NOTES:
@ 16" CTRS
#4 DOWELS x 12" LONG
A A
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D E
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NUMBER
REFERENCE
SHEET
S Y
M B
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D E
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A T
E A
C T
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G N
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IN
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IN
G B
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C O
N S
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A D
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T R
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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2 3 4 5
2 3 4 5
B
C
D
B
C
D
A
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A M
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W
B V -1
-X -X
X X
X
C O
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A C
T D
A T
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IT
L E
P L
O T D
A T
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P L
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C A
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A K
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L A
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L P
L A
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A S -B
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T D
R A
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IN
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C-701
SHEET ID
A
M A
R K
D E
S C
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IP
T
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N D
A T
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
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IV
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T S P .E
W
B V -1
-R -0
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B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
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A
O K
L A
H O
M A
E s t S
T R
E E
T
T U
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A D
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T R
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T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E N
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IN
E E
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IN
G B
R A
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C O
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T R
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N D
IV
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N
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IN
E E
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IN
G
S U
B M
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T E
D B
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V
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W E
D B
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D R
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N B
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D E
S
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N E
D B
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D A
T E
S O
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A T
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N N
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A M
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P L
O T S
C A
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A S S
H O
W N
C O
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R A
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O T D
A T
L A
N K
E N
S H
IP
P .E
A B
L A
N K
E N
S H
IP
P .E
F Y
A N
D E
M B
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K M
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T T
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IN
S A
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D U
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S H
M A
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H A L
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M A
S A
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L
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A R
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T L E
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L A
N A
N D S
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N B
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A S -B
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R A
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IN
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C-702
SHEET ID
A
M A
R K
D E
S C
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IP
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N D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
C H
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F C
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N
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A T
T S P .E
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B V -1
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W
B V -1
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X X
X of Engineers ® US Army Corps
T U
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A
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L A
H O
M A
E s t S
T R
E E
T
T U
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A D
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T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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E N
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IN
E E
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IN
G B
R A
N C
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C O
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T R
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IN
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S U
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V
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W E
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C A
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A S S
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C O
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O T D
A T
L A
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S H
IP
P .E
A B
L A
N K
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S H
IP
P .E
F Y
A N
D E
M B
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K M
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T T
O E D
R A
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S A
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A
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D U
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S H
M A
T A
H A L
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A R
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A
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S B
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C-703
SHEET ID
A
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D E
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B
C
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| SLI18CR-0Cover |
| SLI18CR-G101_INDEX.pdf |
| SLI18CR-G101_INDEX |
| References |
| SL18CR_G-BS01.dgn |
| SL18DR_G102-gplan_G102.pdf |
| SL18DR_G102-gplan_G102 |
| References |
| SL18DR_0g-bs01.dgn, Model |
| SL18DR_C101-plan_C101.pdf |
| SL18DR_C101-plan_C101 |
| References |
| SL18DR_0g-bs01.dgn, Model |
| SL18DR_C102-plan_C102.pdf |
| SL18DR_C102-plan_C102 |
| References |
| SL18DR_0g-bs01.dgn, Model |
| SL18DR_C103-plan_C103.pdf |
| SL18DR_C103-plan_C103 |
| References |
| SL18DR_0g-bs01.dgn, Model |
| SL18DR_C104-cond_C104.pdf |
| SL18DR_C104-cond_C104 |
| SL18DR_C105-detail_C105.pdf |
| SL18DR_C105-detail_C105 |
| SL18DR_C106-detail_C106.pdf |
| SL18DR_C106-detail_C106 |
| References |
| SL18DR_0g-bs01.dgn, Model |
| SLI18CR-C701_AS-BUILT.pdf |
| SLI18CR-C701_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C702_AS-BUILT.pdf |
| SLI18CR-C702_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C703_AS-BUILT.pdf |
| SLI18CR-C703_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C704_AS-BUILT.pdf |
| SLI18CR-C704_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C705_AS-BUILT.pdf |
| SLI18CR-C705_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C706_AS-BUILT.pdf |
| SLI18CR-C706_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C707_AS-BUILT.pdf |
| SLI18CR-C707_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C708_AS-BUILT.pdf |
| SLI18CR-C708_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C709_AS-BUILT.pdf |
| SLI18CR-C709_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
| SLI18CR-C710_AS-BUILT.pdf |
| SLI18CR-C710_AS-BUILT |
| References |
| SL18CR_G-BS01.dgn |
File details come from the government source that posted it.