L-67 Industry Day Draft Plans.pdf
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| Final Industry Day Presentation.PPTX | PPTX presentation | |
| DRAFT CEPP_CNT1_Plans_4of4 (002).pdf | ||
| DRAFT CEPP_CNT1_Plans_4of4.pdf | ||
| DRAFT CEPP_CNT1_Plans_1of3 (003).pdf | ||
| DRAFT CEPP_CNT1_Plans_2of3 (002).pdf | ||
| Industry Day Agenda.pdf | ||
| DRAFT CEPPSC1_L67A_Vol2_SPECS (002).pdf | ||
| DRAFT CEPP_CNT1_Plans_3of3 (002).pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
XXXXXX-XX-X-XXXX
MMMMMMMMM YYYY
XXXXXX-XX-X-XXXX
VOLUME X
JACKSONVILLE DISTRICT
G-01
W
C O
W D
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Y
MAIMI-DADE COUNTY, FLORIDA
L-67 A & C STRUCTURES AND GAPPING
(CEPP) CONTRACT 1
CENTRAL EVERGLADES PLANNING PROJECT
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k3endmt9 Text Box CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1 L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND L-67C GAP
MIAMI-DADE COUNTY, FLORIDA
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
L-67C GAP
MIAMI-DADE COUNTY, FLORIDA
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Tamiami Trail Frog City
B
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WP
WP
WYE
TO
TRAIL CITY
L
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WP
821 826
WP
WP
W P
WP
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L-28
Mart Law Seminole Village
Seminole Village
Sam Willie
PRESERVE
NATIONAL
Seminole Village
Jessie Willies
John Buck
Seminole Village
EVERGLADES WILDLIFE MANAGEMENT
Seminole VillageTO
MONROE STATION
AREA
INDIAN RESERVATION
FORTY MILE BEND
Miccosukee
T a m ia m i T ra il
BUZZARD
Little Doctor
C -123
L-67C
L -6
A
OPA-LOCKA
BEACH
MIAMI
NORTH
BIG CYPRESS
CONSERVATION
AREA NO. 3
(CONTROLLED INUNDATION)
AREA
MANAGEMENT
EVERGLADES WILDLIFE
L -6
C
SPRINGS
MIAMI
MIAMI
SOUTH
GABLES
CORAL
HIALEAH
SHORES
MIAMI
PARK
BISCAYNE
PROJECT LOCATION
DISTRICT BOUNDARY
SOUTH FLORIDA
WATER MANAGEMENT
ORLANDO
FT. PIERCE
STUART
JUPITER
WEST PALM BEACH
BOCA RATON
FORT LAUDERDALE
MIAMI
EVERGLADES
NATIONAL
PARK
KEY WEST
NAPLES
FT. MYERS
OKEECHOBEE
ALLIGATOR ALLEY
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3,000' L-67C GAP PROJECT AREA
S-632 PROJECT AREA
S-631 PROJECT AREA
S-633 PROJECT AREA
BORING/PIT NO LEVEE YX
L-67A 780836 556485
L-67A 780809 556444
GROUND EL.
16.3
16.2
L-67C 782495 547985
L-67C 781939 547164
L-67C 781385 546343
10.5
10.9
10.9
B STATIONL
BENCH MARK & MONUMENT LOCATIONS
NAME
POINT
N 237 ACO511
(NORTHING)
"Y"
(EASTING)
"X"
(NAVD88)
"Z"
11.37'
OFFSET
AC4775 16.48'
AC4776 16.43'
AC4421 16.90'
AC4779 16.89'
AC4780 15.95'
X 408 AC4781 16.16'
DESCRIPTION
421+65.39
540+14.93
FCE 3888
FCE 3889
BUZZARD23.03' L
FCE 3890
FCE 3891
21.71' R STAINLESS STEEL ROD W/O SLEEVE (10 FT. +)
SURVEY DISK SET IN BOULDER
** ** BENCH MARK DISK SET IN TOP OF CONCRETE MONUMENT
SURVEY DISK SET IN TOP OF CONCRETE MONUMENT
SURVEY DISK SET IN TOP OF CONCRETE MONUMENT
TRIANGULATION STATION DISK SET IN TOP OF CONCRETE MONUMENT
SURVEY DISK SET IN TOP OF CONCRETE MONUMENT
776172SC 549543SC
779062SC 553827SC
781777SC 557831SC
784668SC 562107SC
PID
LEVEE L-67A
LEVEE L-67C
B STATIONL NAME
POINT
(NORTHING)
"Y"
(EASTING)
"X"
(NAVD88)
"Z"
OFFSET DESCRIPTIONPID
11.37'113+00.20 FCE 495015.30' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
11.38'169+37.67 FCE 495214.78' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
11.53'220+01.32 FCE 495415.44' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
11.81'270+83.08 FCE 495612.22' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
10.97'324+48.28 FCE 49586.80' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
10.90'373+27.98 FCE 49608.45' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
11.82'422+07.20 FCE 496210.80' R USACOE BRONZE DISK SET IN 8" DIA. CONCRETE MONUMENT
* SC INDICATES A SCALED HORIZONTAL POSITION, AND MUST NOT BE USED FOR CONTROL.
** REPEAT MEASUREMENTS AT THIS CONTROL MONUMENT INDICATED POSSIBLE VERTICAL MOVEMENT - "VERIFY PRIOR TO USE"
HORIZONTAL POSITIONS ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (0901), NAD83(2007)
* CB-0001
* CB-0002
* TP-0030
* TP-0029
* TP-0031
SURVEY 08-195 NOTES:SURVEY 02-019 NOTES:
13. ELEVATIONS DEPICTED ARE IN FEET AND ARE BASED UPON NORTH AMERICAN VERTICAL DATUM (NAVD) 88.
AMERICAN DATUM (NAD) 83 / 90 AND 83, FLORIDA EAST ZONE 901.
12. HORIZONTAL COORDINATES DEPICTED ARE BASED ON STATE PLANE COORDINATE SYSTEM NORTH
DEPTH SOUNDER SET AT 200KHZ, CONFIGURED WITH HYPACK "HYSWEEP" SOFTWARE.
11. SOUNDINGS OF WATER DEPTH WERE ACQUIRED UTILIZING A KNUDSEN 520M ELECTRONIC
COMPANY. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION.
10. BURIED FIBER OPTIC CABLE WAS FIELD LOCATED ACCORDING TO MARKINGS BY THE UTILITY
AND IS NOT VALID SEPERATE FROM THIS MAP AND VICE-VERSA.
PROBLEMS ENCOUNTERED, ETC. SURVEYORS REPORT IS HEREBY MADE A PART OF THIS SURVEY
INCLUDING PROJECT BACKGROUND, PURPOSE, CONTROL MONUMENTATION, SURVEY METHODS,
9. REFER TO SURVEYOR'S REPORT FOR WRITTEN NARRATIVE OF THE DETAILS OF THIS SURVEY, D.O. FILE NUMBER 478-28,014.
OTHER PURPOSES, LEVEE 67A CONTROL" DATED NOVEMBER 15, 1962 SHEETS 7 & 8 OF 13
BY THE USACOE TITLED "CENTRAL & SOUTHERN FLORIDA PROJECT FOR FLOOD CONTROL AND
8. CENTERLINE FOR LEVEE 67A WAS RECONSTRUCTED FROM AS-BUILT DRAWINGS SUPPLIED
7. CONTOURS WERE GENERATED AT 1 FOOT INTERVALS.
6. ALL ELEVATIONS ARE BELOW THE REFERENCE PLANE UNLESS PROCEEDED BY A (+) SIGN
A. (1) FIELD BOOK: 2002 DADE COUNTY BOOK #502
5. REFER TO RAW FIELD DATA:
SURVEY AND RESULTS ARE WITHIN MANUFACTURER'S SPECIFICATIONS.
4. STANDARD FIELD CALIBRATIONS FOR EQUIPMENT WERE PERFORMED ON THIS
U.S. SURVEY FOOT.
TENTHS AND HUNDREDTHS OF A FOOT, AND ARE BASED ON THE STANDARD
3. MEASUREMENTS AND DIMENSIONS SHOWN HEREON ARE IN FEET AND
BETWEEN JANUARY 11, 2002 THROUGH JANUARY 30, 2002.
2. THE SURVEY DATA DEPICTED HEREON WAS OBTAINED DURING THE PERIOD
1. REFER TO SURVEY NUMBER 02-019
(NAVD) 88.
AMERICAN VERTICAL DATUM
6. ELEVATIONS DEPICTED ARE IN FEET AND ARE BASED UPON NORTH
ZONE 901.
90 AND 83, FLORIDA EAST
AMERICAN DATUM (NAD) 83 /
COORDINATE SYSTEM NORTH
5. HORIZONTAL COORDINATES DEPICTED ARE BASED ON STATE PLANE
4. BASELINE WAS WAS PROVIDED BY USACE.
DISTRICT.
THE USACOE, JACKSONVILLE
3. CONTROL MONUMENTATION PROVIDED HEREON WAS PROVIDED BY
FEBURARY 25, 2009.
2. THE SURVEY WAS CONDUCTED FROM OCTOBER 27, 2008 TO
1. REFER TO USACE SURVEY NUMBER 08-195.
CORE BORING & TEST PITS (H=NAD83, V=NAVD88)
POINTS IN GDR AND ON THE PLAN SHEETS ARE THE SAME.
SHOW ABBREVIATED GDR NAMES FOR BORINGS AND TEST PITS, OMITTING CP-09 DCOMP). THE
(REFERENCE SPEC SECTION 00 31 32 FOR GEOTECHNICAL DATA REPORT, (GDR)). PLAN SHEETS
CORE BORINGS AND TEST PITS ARE LOCATED ON DRAWINGS C-101 & C-106 THRU C-108.* NOTE:
G-04
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VICINITY MAP
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757169.8 519334.6
780409.0 555887.6
787083.0 565679.0
770374.3 530022.8
773531.3 534693.3
776368.0 538887.9
779211.6 543099.6
782212.1 547547.3
784946.5 551588.9
787681.2 555629.7
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
STRUCTURE S-633
PROPOSED
L
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G R
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N
GENERAL NOTES
G-05
N E
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A L L S
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C O
W D
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0 10000'5000'
OVERALL SITE PLAN
SEE MATCHLINE INSET
-6
E
X T
SEE MATCHLINE INSET
IN THIS AREA IS NOT ALLOWED.
TRASH, ASPHALT OR VEGETATION
MATERIAL ONLY. DISPOSING OF
EXCESS EXCAVATED PROJECT
AREA. THIS AREA IS AVAILABLE FOR
LIMITS OF L-67 EXT CANAL DISPOSAL
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U .S
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TAMIAMI TRAIL (US HWY 41)
WCA 3B
L -6
A
L -6
C
L D
BACKFILL
AG DITCH
L-67C GAP
PROPOSED INTERIM 3,000'
STRUCTURE S-356
Y = 519337
X = 785915
(BY OTHERS)
STRUCTURE S-355W
BACKFILL
AG DITCH
FUTURE
L -6
C
L-67 EXT.
L-29
STRUCTURE S-631
PROPOSED
STRUCTURE S-632
PROPOSED
(UNDER CONSTRUCTION BY OTHERS)
OLD TAMIAMI TRAIL (OTT) ROADWAY REMOVAL
(UNDER CONSTRUCTION BY OTHERS)
STRUCTURE S-333N
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AND
PLATFORM
Y = 490467.1
X = 763729.4
Y = 492862.9
X = 764383.1
STRUCTURE S-152
EXISTING
REVISED TO ACCOMPANY AMENDMENT 0001
DRAFT
k3endmt9 Text Box
WCA 3A
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
557+00 558+00 559+00 560+00 561+00 562+00 563+00 564+00
O
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
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PQCR FINAL
-10
-9
-9
-9
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-9
-9
-8
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-8 -8
-8
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-7
-7 -7
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-6-6-6-6-6 -6
-6 -6
-6 -6
-6 -6
-6 -6
-6 -6 -5
-5-5
-5-5-5-5
-5 -5 -5 -5 -5 -5 -5
-4 -4
-4
-4-4
-4
-4-4-4-4-4-4-4-4
-4 -4 -4 -4 -4 -4 -4 -4
-3 -3
-3
-3-3
-3
-3 -3 -3 -3 -3 -3 -3 -3
-3 -3 -3 -3 -3 -3 -3 -3
-2 -2
-2 -2
-2-2
-2
-2-2-2-2-2-2-2-2-2
-2-2-2-2-2-2-2-2-2
-1 -1
-1 -1
-1-1
-1 -1
-1 -1 -1 -1 -1 -1 -1 -1
-1 -1 -1 -1 -1 -1 -1 -1
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1
1111111111111111
1111111111111111
2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
3 3 3 3
3333333333333333
3333333333333333
4 4 4
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
5 5 5 5
555555555555555
555555
55555555 6 6 6 6 6 6
66 6 6
6 6
6 6 6
6 6 6
666666
666666
66666
7 7 7 7 7 7 7 7
7 7 7 7 7
7 7 7
7 7 7
7 7
7 7 7 7 7
7 7
7 7 7 7 7
7 7 7 7
7 7 7
7 7
8 8 8
8 8 8 8
8 8
8 8 8 8 8
8 8 8
8 8 8
8 8 8 8
8 8 8 8
8 8
88888
9 9 9 9 9 9 99
9 9 9
99999
9 9
9 9 9 9
9 9
9 9 9 9 9
9 9 9 9
9 9 9 9 9
10 10 10 101010
10 10 10
10 10
10 10
11 11 11
11 11 11
11 11
11 11 11
11 11
121212
121212
13 13
131313
131313 141414
14 14 14
15 15 15
16 16
0 0
6 6
6 6
6 6 6
6 6
6 6
7 7 7
7 7
7 7
7 7 7
8 8
8 8
8 8 8 8
8 8
9 9
9 9
9 9
9 9
9 9
10 10
11 11
30' 60'0
N
C-12
O
P T
IO
N A
L V
A L
U E
IN
G R
A M P
E
W
C O
W D
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Y
M T
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E C
IV
IL
P H
A S
-6
L E
V E
E R
E C
O N
S T
R U
C T
IO
S-631, LEVEE RECONSTRUCTION
EXISTING L-67A CANAL
N
O
N
O
N
O
N
O
2. SEE SHEET C-12 FOR ALIGNMENT INFORMATION.
1. ALL ELEVATIONS ARE NAVD88.
1 ON 4 1 ON 4
BOTTOM EXISTING CANAL
FLOATING SILT CURTAIN
CONSTRUCTION
LIMITS OF
TO REMAIN
EXISTING TURN AROUND
EL = MATCH EXISTING
Y=567134
X=788032
EL = MATCH EXISTING
Y=567127
X=788042
FILL PIT TO EXISTING GRADE
DEGRADE COFFERDAM AND
FILL PIT TO EXISTING GRADE
DEGRADE COFFERDAM AND
RIPRAP
SEE NOTE 2
C ALIGNMENT
TO REMAIN
EXISTING TURN AROUND
EL = MATCH EXISTING
Y=567673
X=788395
EL = MATCH EXISTING
Y=567666
X=788405
FLOATING SILT CURTAIN
FILL PIT TO EXISTING GRADE
DEGRADE COFFERDAM AND
RIPRAP
CONSTRUCTION
LIMITS OF
Y=567742
X=788258
STILLING WELL
Y=567697
X=788325
WELL WALKWAY
BEGIN STILLING
Y=567615
X=788384
WELL WALKWAY
BEGIN STILLING
Y=567594
X=788416
STILLING WELL
POST
SEE SHEET C-34
DEBRIS BARRIER
SEE SHEET C-34
DEBRIS BARRIER
POST
SEE SHEET C-35
STAFF GAUGE
C -2
H
J
C-22 C-22
J
C -2
H
C-21
I I
C-21
K
C-23
L
C-24
C -2
M
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
66666
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66666
66666
7777777
7777777777777
88888
8888888
8888888888888
99999
9999999
9999999999999 10 10 10 10 10 10
10 10 10
10 10
11 11 11 11
111111
66666666666
6666666666666 7777777777777
7777777777
88888888888
8888888888
99999999999
9999999999
10 10 10 10 10
10 10 10 10 10 10 11
11111111
11 11 11 11 11
66666666
666666666666 7777777777777
77777777777
88888888888
888888888888
99999999999
999999999999 10 10 10 10 10 10
10 10 10 10 10 1011
11 11
111111
S O
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U .S
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X X
X X
X X -X
X -X -X
X X
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M M
M M
M M
M Y
Y
N T
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D E
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L A
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G P
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A C S
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PQCR FINAL
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00
69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
C-13
IN
G R
A M P
E
W
C O
W D
R E
Y
M T
H O
M A
S P
E
C
IV
IL
N
50' 100'0
50' 100'0
50' 100'0
LB SURVEY L-67C
B SURVEY L-67CL
TOB
EXISTING L-67C
TOB
EXISTING L-67C
Y = 528355
X = 769180
Y = 528310
X = 769247
Y = 525456
X = 767220
Y = 525400
X = 767303
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
TOB
EXISTING L-67C
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
B SURVEY L-67CL
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
Y = 525483
X = 767359
Y = 525494
X = 767342
Y = 527828
X = 768800
Y = 527817
X = 768816
Y = 527966
X = 768917
Y = 527977
X = 768900
L-67C LIMITS OF CONSTRUCTION STA. 57+50 T0 STA. 68+50
L-67C LIMITS OF CONSTRUCTION STA. 68+50 TO STA. 79+50
L-67C LIMITS OF CONSTRUCTION STA. 79+50 TO STA. 92+50
LB SURVEY L-67C
SEE NOTE 3
LEVEE DEGRADE
SEE NOTE 3
LEVEE DEGRADE
SEE NOTE 3
LEVEE DEGRADEY = 525549
X = 767332
STA 59+00
BEGIN LEVEE DEGRADE
Y = 525839
X = 768270
STA 89+00
END LEVEE DEGRADE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
1:4
1:4
L -6
C D
E G
R A
D E S
T A T
O S
T A
MATCHING THE MARSH ELEVATION ON BOTH SIDES.
3. DEGRADE EXISTING LEVEE TO AN ELEVATION
2. SEE SHEET G-10 FOR ALIGNMENT INFORMATION.
1. ALL ELEVATIONS ARE NAVD88.
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
6 6
6 6
6 6
6 6
6 6
6 6 6
6 6
7 7
7 7
7 7
7 7
8 8
8 8
9 9
9 9
9 9
S O
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IO
N N
O
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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$FILEL$
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N /A
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L E F
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X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
N T
R A
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V E
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L A
D E
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L A
N N
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G P
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C T
(C E
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A C S
T R
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PQCR FINAL
777777777777 888888888 8 8
9 9 9
9 9
9 9 9
111111 11
L-67A LEVEE
LIMITS OF CONSTRUCTION
TO EL. 6.5
SPOIL DEGRADE
TO EL. 6.5
SPOIL DEGRADE
TO EL. 6.5
SPOIL DEGRADE
Y=544488
X=772340
Y=543973
X=771995
Y=543462
X=771666
S-632
FLOATING SILT CURTAIN
Y=543286
X=771407
Y=543120
X=771654
Y=544581
X=772640
Y=544747
X=772394
C-14
100' 200'0
GENERAL NOTES
S-632, SPOIL DEGRADES
C
IV
IL
S -6
S
P O
IL
D
E G
R A
D
C O
W D
R E
Y
L
IN
G R
A M P
E
M T
H O
M A
S P
Y=544641
X=772545 Y=543185
X=771562
BARGE ACCESS LOCATION
SHEET C-33.
2. FOR FLOATING SILT FENCE CURTAIN SEE
1. ALL ELEVATIONS ARE NAVD88.
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
0 0
6 6
6 6
6 6 6
6 6
6 6
7 7 7
7 7
7 7
7 7 7
8 8
8 8
8 8 8 8
8 8
9 9
9 9
9 9
9 9
9 9
10 10
11 11
S O
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IT
A T
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N N
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L E F
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X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
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L A
N N
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G P
R O J E
C T
(C E
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A C S
T R
U C
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PQCR FINAL
7 7 7 7 7 7 7778888 8 8 8 8 8 8 8
9 9 9
10 10
1011 11
11 11
S-631, SPOIL DEGRADES
C-15
-6
S
P O
IL
D
E G
R A
D E
S
L
IN
G R
A M P
E
W
C O
W D
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Y
M T
H O
M A
S P
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L-67A LEVEE
LIMITS OF CONSTRUCTION
TO EL. 6.5
SPOIL DEGRADE
TO EL. 6.5
SPOIL DEGRADE
TO EL. 6.5
SPOIL DEGRADE
S-631
FLOATING SILT CURTAIN
Y=567642
X=787893
Y=569104
X=788879
Y=568833
X=788813
Y=568318
X=788488
Y=567828
X=788156
400' 800'0
Y=567479
X=788135
Y=568940
X=789121
Y=569007
X=789017
Y=567550
X=788034
BARGE ACCESS LOCATION
SHEET C-33.
2. FOR FLOATING SILT FENCE CURTAIN SEE
1. ALL ELEVATIONS ARE NAVD88.
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
L
IC
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IO
N N
O
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S
IG
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D B
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D E
S C
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N
A
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S
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
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$FILEL$
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D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
(C E
P P
C O
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R A
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L -6
A C S
T R
U C
T U
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S A
N D G
A P
P
M I-
D A
D E C
O U
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Y F
L O
R
ID
A
L
IS
A I
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R A
M P
PQCR FINAL
C-16
IN
G R
A M P
E
W
C O
W D
R E
Y
M T
H O
M A
S P
E
L-67A LEVEE
LIMITS OF CONSTRUCTION
400' 800'0
Y=532248
X=764452 Y=532334
X=764452
Y=532248
X=771915
Y=532334
X=771915
L-67C LEVEE
A G
R
IC
U L T
U R
A L D
IT
C H B
A C
K F
IL
L
AGRICULTURAL DITCH BACKFILL
THE DITCH
SPOIL MOUND NORTH OF
AGRICULTURAL DITCH AND
CLEAR AND GRUB EXISTING
SILT FENCE
DITCH
BACKFILL AGRICULTURAL
A
A
GRADE
MATCH EXISTING
EXISTING AGRICULTURAL DITCH EXISTING SPOIL MOUND
CLEAR AND GRUB
SECTION A-A
GRADE
MATCH EXISTING
FENCE
SILT
FENCE
SILT
(SEE NOTE 2) (SEE NOTE 3)
3" (SEE NOTE 4)
NTS
MATERIAL (SEE NOTE 5)
SUITABLE ON SITE EXCAVATED
FILL AGRICULTURAL DITCH WITH
DEFINED AS UNSUITABLE MATERIAL IN NOTE 2.
5. SUITABLE ON -SITE EXCAVATED MATERIAL IS ANY MATERIAL
OF SUITABLE MATERIAL.
INCHES OF BACKFILL WILL CONSIST OF PROJECT EXCAVATION
ORGANIC MATERIAL IS NOT SUFFICIENT, THE TOP THREE (3)
THE OLD TAMIAMI TRAIL PROJECT. IF THE QUANTITY OF
(PEAT/MUCK) MATERIAL FROM PROJECT EXCAVATION OR
AGRICULTURAL DITCH SHALL CONSIST OF ORGANIC
4. THE TOP THREE (3) INCHES OF THE BACKFILLED
ALL SUITABLE MATERIAL INTO THE AGRICULTURAL DITCH.
3. CLEAR AND GRUB THE EXISTING SPOIL MOUND AND PLACE
FILL THE DITCH.
GREATER, ROCKS, ASPHALT, ETC) SHALL NOT BE USED TO
UNSUITABLE MATERIAL (I.E. VEGETATION, 4" DIAMETER OR
LEVEE GAP AND ANY OTHER ON -SITE EXCAVATED MATERIAL.
WITH MATERIAL FROM NORTH SPOIL MOUND, 3000' L-67C
OF ALL VEGETATION. THE DITCH SHALL BE FILLED STARTING
2. EXISTING AGRICULTURAL DITCH SHALL BE CLEARED
1. ALL ELEVATIONS ARE NAVD88.
DRAFT
k3endmt9 Text Box
CENTRAL EVERGLADES PLANNING PROJECT (CEPP) SOUTH CONTRACT 1
L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND
L
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\Central Everglades Planning Project (CEPP)\CEPP - South\Cnt 1 L-67A, SPR and L-67C Gapping (S-631, S-632, S-633)\080 - Plans\07 Structures\S-02
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GENERAL SHEET NOTES
GENERAL SHEET NOTES
G E
N E
R A
L P
L A
S-02
8'0 4' 16'
B
IL
B A
O
-C
E P
P -C
O N
T S
T -1
.d g n
S T
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S -6
M P
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IF
T I
BATTER
"16 159'-11
BATTER
N E
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L E B
E A
M N
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L E B
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M N
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L E B
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EL 14.5EL 14.5
EL 14.5
EL 14.5
EL 14.5
EL 14.5
EL 14.5
EL 14.5
C OF STRUCTUREL
3'-0"
"8 31'-5
NEEDLE SEAL
DEWATERING
INLET HEADWALL OUTLET HEADWALL
BATTER
BATTER
N
FLOW
10'-0"2'-0"2'-0" 10'-0" 2'-0"2'-0"
2'-0"2'-0"10'-0"
6"
6"
6"
GENERAL PLAN
NEEDLE SEAL
DEWATERING
W S
H E
P A
R D
6"
INDICATOR
GATE POSITION
PLATFORM EXTENSION (TYP)
REMOVEABLE OPERATING
ACTUATOR
ELECTRIC MOTOR
INDICATOR
GATE POSITION
ACTUATOR
ELECTRIC MOTOR
(TYP)
D-RING ANCHOR
OF ENDWALL
EL 6.5 END
OF ENDWALL
EL 6.5 END
OF ENDWALL
EL 6.5 END
OF ENDWALL
EL 6.5 END
2'-0"2'-0" 10'-0"
12'
2'4'
5'2'2'
C-07, C-08, AND C-09.
FOR EACH STRUCTURE, SEE CIVIL DRAWINGS
1. FOR WORKING POINTS (WP) COORDINATES
WP
S-02
B
S-03
A
S-03
A
S-02
DRAFT
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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X X
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X -X -X
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M M
M M
M M
M M
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A C S
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0 8'4' 16'
S-03
P
R
IF
T T I
S T
R U
C T
U R
A L
CL EMBANKMENT
FLOW
S-02
CULVERT SECTION
INLET HEADWALL OUTLET HEADWALL
EL -3.5
S-02 0 8'4' 16'
UPSTREAM ELEVATION
S-02 0 8'4' 16'
DOWNSTREAM ELEVATION
A
B
C
EL 14.5
CL STRUCTURE
CL STRUCTURE
2'-0"
EL -3.5
EL 0.0
EL -3.0
GENERAL SHEET NOTES
E
B
IL
B A
O
S -6
E L E
V A
T
IO
N S
2. FOR RUNG LADDER DETAILS REFER TO S-XX.
1. FOR RAILING DETAILS REFER TO S-XX.
4'-0" 3'-0" 5'-0"
INV EL +0.5
EL -0.5
54'-6" 12'-0"2'-0"
3'-0"
EL 0.0
EL -3.0
40'-0" 40'-0"
EL 0.5
18'-0" 18'-0"
W S
H E
P A
R D 3 -C
E P
P -C
O N
T S
T -3
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23'-0"10'-0"7'-0"7'-0"10'-0"23'-0"
EL 14.5
EL 6.5
EL 6.5
ACTUATOR (TYP)
ELECTRIC MOTOR
INDICATER (TYP)
GATE POSITION
AUCTUATOR
ELECTRIC MOTOR
(TYP)
9" PVC WATERSTOP
EL 14.5
OPERATING PLATFORM
PLATFORM EXTENSION
REMOVABLE OPERATING
DRAWINGS
SEE CIVIL
D RINGS
BOX CULVERT
CAST-IN-PLACE CONCRETE
D RINGS
PLATFORM EXTENSION
REMOVABLE OPERATING
EL 14.5
OPERATING PLATFORM
HANDRAILS (TYP)
REMOVABLE
NEEDLE BEAM
HANDRAILS (TYP)
REMOVABLE
EL -0.5
BEAM
NEEDLE SUPPORT
BEAM
DEWATERING NEEDLE
PANEL
DEWARTERING NEEDLE
BEAM
NEEDLE SUPPORT
EL 7.0
EL 7.0
DRAFT
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