Attachment B.4 - Construction Plans-9-23-21.pdf
PDF 24 MB Posted
- Solicitation number
- 1305M324B0002
About this file
This document is an attachment to a federal Invitation for Bids (IFB) solicitation for the RESTORE Florida Connecting Coastal Waters Money Bayou project in Gulf County, Florida. The solicitation is a 100% set-aside for HUBZone small businesses headquartered or principally engaged in business in Florida or another Gulf Coast state.
The contract will be a single Firm-Fixed-Price award between $500K to $1M to perform construction services. Key requirements include: submission of a completed bid schedule, verification of 20% self-performance, proof of business location, proposed equipment list, and required bond forms. Bids are due by 10:00 AM Eastern on 8/22/2024 with a bid opening at 11:00 AM that day. No site visit will be provided, but interested parties can coordinate with the government for site access. This solicitation is being issued by the Department of Commerce's National Oceanic and Atmospheric Administration.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATE OF FLORIDA
0'20,000' 10,000' 20,000' 40,000'
PROJECT AREA
CAPE SAN BLAS
RICHARDSON HAMMOCK
PIG ISLAND
BLACKS ISLAND
CONCH ISLAND
SAINT JOSEPH
BAY
GULF OF MEXICO
INDEX OF SHEETS
SHEET
NUMBER SHEET TITLE
1 TITLE SHEET & DRAWING INDEX
2 GENERAL NOTES & LEGEND
3 LWC LOCATIONS
4 LWC TYPICAL PLAN & SECTIONS
5 LWC 5 (1 OF 2)
6 LWC 5 (2 OF 2)
7 LWC 6 (1 OF 2)
8 LWC 6 (2 OF 2)
9 LWC 12
10 LWC 15a
11 LWC 15b
12 LWC 15c
13 LWC 29 (1 OF 3)
14 LWC 29 (2 OF 3)
15 LWC 29 (3 OF 3)
16 LWC 33
17 LWC 34
18 LWC 35
19 LWC 36
20 LWC 43
21 LWC 44
22 LWC 45
23 LWC 24
24 LWC 37
25 LWC 38
26 LWC 39
27 LWC 40
28 LWC 41
29 LWC 42
30 LWC 49
31 LWC 52
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 4:15:27 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
3_ M
O N
EY
B
A
YO
U _T
IT
LE
SH
EE
T2 .D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
D12573.201
TITLE SHEET & DRAWING INDEX
1 ----
GULF
COUNTY
AutoCAD SHX Text
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
AutoCAD SHX Text
RESTORE FLORIDA CONNECTING COASTAL WATERS -
AutoCAD SHX Text
MONEY BAYOU
AutoCAD SHX Text
GULF COUNTY, FLORIDA
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/28/2021 8:04:28 AMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C N
O
TE
S.
D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
D12573.201
GENERAL NOTES & LEGEND
2 ----
1. THE HORIZONTAL DATA IS REFERENCED TO THE L-NET GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) NETWORK WHICH IS REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM (NAD) 1983/2007, U.S. SURVEY FEET. THE VERTICAL DATA IS REFERENCED TO
NGS CONTROL POINT G 339, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
2. ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE 2017 LIDAR SURVEY COLLECTED BETWEEN APRIL 9, 2017 AND MAY 17, 2017 BY THE NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT, AND COMPARED TO THE SURVEY PERFORMED BY BUCHANAN HARPER ON 10/12-21/2020.
3. THE CONTRACTOR SHALL CONTACT THE ST. JOSEPH BAY STATE BUFFER PRESERVE MANAGER DYLAN SHOEMAKER AND COR AT LEAST FIVE (5) WORKING DAYS PRIOR TO ACCESSING THE SITE TO OBTAIN
PERMISSION TO ACCESS THE SITE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING SAFE ACCESS TO THE PROJECT CONSTRUCTION SITE AND FOR OPERATING WITHIN THE LIMITS OF THE PROJECT CONSTRUCTION SITE.
THE COR SHALL MONITOR THE LOCATION OF EQUIPMENT DURING CONSTRUCTION. THE CONTRACTOR
SHALL NOT, AT ANYTIME, TRAVERSE EXISTING MARSH OR VEGETATIVE AREAS OUTSIDE THE
DESIGNATED SPOIL PLACEMENT AREAS UNLESS OTHERWISE DIRECTED BY THE COR.
5. A PRE-CONSTRUCTION SURVEY WILL BE CONDUCTED IN ACCORDANCE WITH THE TECHNICAL
PROVISIONS PARAGRAPH 7.5 OF THE SPECIFICATIONS AND THIS SURVEY DATA WILL BE USED TO UPDATE THE PLANS (I.E. ADJUST QUANTITIES OF EXCAVATION AND PLACEMENT AND MODIFY THE
LAYOUT OF THE WORK) AS DEEMED NECESSARY BY THE GOVERNMENT.
6. ESTIMATED ROCK QUANTITIES THAT ARE SHOWN IN THESE PLANS ARE FOR BIDDING PURPOSES ONLY
AND WERE CALCULATED ACCORDING TO THE CONDITIONS SURVEY FROM 10/12-21/2020. ROCK
QUANTITIES WERE CALCULATED USING AUTOCAD CIVIL 3D TO GENERATE COMPARISON SURFACES
BETWEEN EXISTING GRADE AND FINISHED GRADE OF THE EXCAVATION AND ROCK
LAYERS. GEOTEXTILE QUANTITIES WERE ESTIMATED BY CALCULATING THE LWC INVERT LENGTH AND
MULTIPLYING IT BY THE STANDARD WIDTH +1 FT.
GENERAL NOTES LEGEND
EXISTING GRADE
#2 COARSE AGGREGATE TO
#5 COARSE AGGREGATE
#1 COARSE AGGREGATE OR
#2 COARSE AGGREGATE
LWC C PI POINT
GEOTEXTILE FABRIC
ROCK APRON
EXISTING SURFACE (1' AND 5')
L1
3.00
C ALIGNMENTL
C ALIGNMENT STATIONL
DESIGNATED SPOIL PLACEMENT AREA
ABBREVIATIONS
LWC LOW WATER CROSSING
EXIST. EXISTING
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION
C CENTERLINE
PI PROJECT INFLECTION
EST ESTIMATED
L
0+00
LWC LOCATIONS
3 ----
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/16/2021 6:44:16 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
3_ M
O N
EY
B
A
YO
U _P
LA
N
VI
EW
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
15a
15b
15c
52 49
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/16/2021 6:44:19 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C T
YP
.D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
D12573.201
LWC TYPICAL PLAN & SECTIONS
4 ----
B1
A1 LWC - PLAN VIEW
NOTES:
1. COARSE AGGREGATE AND ROCK SHALL BE TRUCK DUMPED AND
MACHINE SPREAD OVER THE GEOTEXTILE FABRIC FOLLOWING
PLACEMENT OF GEOTEXTILE FABRIC.
2. MINIMUM GEOTEXTILE FABRIC OVERLAP SHALL BE 1'-0” ON EACH
EDGE. COARSE AGGREGATE AND ROCK SHALL BE PLACED ON
GEOTEXTILE FABRIC OVERLAP PRIOR TO PLACING COARSE
AGGREGATE AND ROCK ON SINGLE LAYERS OF GEOTEXTILE
FABRIC TO PREVENT LATERAL MOVEMENT.
3. ALL MATERIALS SHOWN ON THE PLANS ARE TO BE PROVIDED BY
THE CONTRACTOR.
4. COARSE AGGREGATE SHALL MEET FDOT SIZE #1 OR #2
GRADATION WITH A MAXIMUM L.A. ABRASION LOSS OF 35%. SEE
APPENDIX B FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
REFERENCES OF THE TECHNICAL PROVISIONS IN THE
SPECIFICATIONS FOR SECTION 901 COARSE AGGREGATE.
5. ROCK APRON SHALL CONSIST OF BEDDING STONE, RUBBLE OR
COBBLES IN THE 6” TO 8” RANGE WITH D50 OF 7 INCHES.
6. TOP LAYER OF COURSE AGGREGATE SHALL MEET FDOT SIZE #2
TO #5 GRADATION WITH A MAXIMUM L.A. ABRASION LOSS OF 35%.
SEE APPENDIX B FLORIDA DEPARTMENT OF TRANSPORTATION
(FDOT) REFERENCES OF THE TECHNICAL PROVISIONS IN THE
SPECIFICATIONS FOR SECTION 901 COARSE AGGREGATE.
SCALE: NTS
'-0
'-0
C1 D1
ROCK APRON
ROCK APRON(SEE NOTE 5)
(SEE NOTE 5)
SLOPE SLOPE
GEOTEXTILE FABRIC LIMITS
GEOTEXTILE FABRIC LIMITS
SIDE LENGTH
(VARIES)
BOTTOM LENGTH
(VARIES)
SIDE LENGTH
(VARIES)
SIDE SLOPE % VARIES
EXISTING GRADE
AFTER ROADWAY EXCAVATION AND GRADING
AND PRIOR TO THE INSTALLATION OF THE
GEOTEXTILE FABRIC AND COARSE
AGGREGATE AND ROCK THE CONTRACTOR
SHALL COMPACT THE NATURAL GROUND.
9" DEPTH OF #1 OR #2
COARSE AGGREGATE
SEE NOTE 4
GEOTEXTILE
FABRIC
SEE NOTE 2
#2 T0 #5
COARSE AGGREGATE
SEE NOTE 6
1' - 6" 14'-0"
1' - 6"
ROCK APRON
GEOTEXTILE FABRIC 9" DEPTH OF #1 OR #2
COARSE AGGREGATE
#2 T0 #5
COARSE AGGREGATE NATURAL GRADENATURAL GRADE
B1 LWC - PROFILE VIEW
SCALE: NTS
NATURAL GRADE NATURAL GRADE
VARIES 25'-0" ± VARIES
MATCH EXIST. GRADE
D1 LWC - SECTION VIEW 2
SCALE: NTS
C1 LWC - SECTION VIEW
SCALE: NTS
SIDE SLOPE % VARIES
AutoCAD SHX Text
AutoCAD SHX Text
1 2 543
EL
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50 1+75
2+
2+25 2+50 2+75
3+
3+
START OF LWC WORK
STA:0+00
ELEV:5.57
STA:0+55
ELEV:4.00 STA:3+08
ELEV:3.00
LWC 5 PROJECT INFLECTION POINTS
POINT #
NORTHING
252948.58 252897.92 252718.18 252695.05 252657.99 252613.72
EASTING
1717003.48 1717024.89 1717100.77 1717110.49 1717127.28 1717160.24
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:16:20 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(3
8)
(6 1)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 5 (1 OF 2) PLAN
LWC 5 (1 OF 2) PROFILE
LWC 5 (1 OF 2)
5 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATIONCU YD 265
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
GEOTEXTILE FABRIC
ROCK APRON
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
3% SLOPE 4% SLOPE
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
7.00
EV
AT
IO
N (F t)
STATION
3+
3+25 3+50
3+
STA:3+08
ELEV:3.00
END OF LWC WORK
STA:3+71
ELEV:5.57
STA:3+16
ELEV:3.00
LWC 5 PROJECT INFLECTION POINTS
POINT #
NORTHING
252948.58 252897.92 252718.18 252695.05 252657.99 252613.72
EASTING
1717003.48 1717024.89 1717100.77 1717110.49 1717127.28 1717160.24
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:18:33 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(3
8)
(6 1)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 5 (2 OF 2) PLAN
LWC 5 (2 OF 2) PROFILE
LWC 5 (2 OF 2)
6 ----
GEOTEXTILE
FABRIC
ITEM UNIT
ROADWAY EXCAVATIONCU YD 265
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
GEOTEXTILE FABRIC
ROCK APRON
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
4.5% SLOPE
AutoCAD SHX Text 4.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
5.00
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50 1+75
2+
2+25 2+50 2+75
3+
3+
START OF LWC WORK
STA:-0+00
ELEV:4.63
STA:1+00
ELEV:2.00
STA:3+08
ELEV:4.00
LWC 6 PROJECT INFLECTION POINTS
POINT #
NORTHING
251974.97 251912.62 251884.88 251859.18 251804.44 251734.80 251695.59 251684.22
EASTING
1717314.13 1717348.62 1717341.10 1717334.14 1717361.10 1717498.22 1717541.73 1717554.42
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:20:50 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(3
9)
(6 2)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 6 (1 OF 2) PLAN
LWC 6 (1 OF 2) PROFILE
LWC 6 (1 OF 2)
7 ----
GEOTEXTILE
FABRIC
ROCK
APRONCONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 290
ROCK APRON 73
GEOTEXTILE FABRIC 845
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
2.5% SLOPE 2% SLOPE
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 2.00
AutoCAD SHX Text 2.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
4.00
EL
EV
AT
IO
N (F t)
STATION
3+
3+25 3+50 3+75
4+
4+
STA:3+08
ELEV:4.00
END OF LWC WORK
STA:4+17
ELEV:4.48
STA:4+00
ELEV:4.00
LWC 6 PROJECT INFLECTION POINTS
POINT #
NORTHING
251974.97 251912.62 251884.88 251859.18 251804.44 251734.80 251695.59 251684.22
EASTING
1717314.13 1717348.62 1717341.10 1717334.14 1717361.10 1717498.22 1717541.73 1717554.42
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:22:50 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(3
9)
(6 2)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 6 (2 OF 2) PLAN
LWC 6 (2 OF 2) PROFILE
LWC 6 (2 OF 2)
8 ----
GEOTEXTILE
FABRIC
ROCK
APRON
ITEM UNIT
ROADWAY EXCAVATION 290
ROCK APRON 73
GEOTEXTILE FABRIC 845
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
2.5% SLOPE
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
1 2 3 4
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50 1+75
2+
START OF LWC WORK
STA:0+00
ELEV:6.73
STA:0+40
ELEV:5.50
STA:1+68
ELEV:5.50
END OF LWC WORK
STA:2+00
ELEV:6.50
LWC 12 PROJECT INFLECTION POINTS
POINT #
NORTHING
259385.90 259366.87 259277.75 259264.76
EASTING
1718708.60 1718732.29 1718849.50 1718867.71
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:24:47 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 3)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 12 PLAN
LWC 12 PROFILE
LWC 12
9 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 136
ROCK APRON 32
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
GEOTEXTILE 403SQ YD
3% SLOPE 3% SLOPE
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 5.00
1 2 3 4 5 6
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50
1+
START OF LWC WORK
STA:-0+00
ELEV:4.25
STA:0+37
ELEV:3.00
STA:0+37
ELEV:3.00
STA:1+18
ELEV:3.00
END OF LWC WORK
STA:1+54
ELEV:4.21
LWC 15a PROJECT INFLECTION POINTS
POINT #
NORTHING
252790.92 252763.49 252752.50 252713.89 252702.04 252673.98
EASTING
1722552.70 1722577.54 1722587.49 1722620.74 1722630.28 1722652.87
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:26:46 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
5A
(4 1)
(6
4) .D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 15a PLAN
LWC 15a PROFILE
LWC 15a
10 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 120
ROCK APRON 20
GEOTEXTILE FABRIC 305
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
3.5% SLOPE 3.5% SLOPE
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
3.00
EL
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50 1+75
1+
START OF LWC WORK
STA:0+00
ELEV:4.75
END OF LWC WORK
STA:1+95
ELEV:5.16
STA:1+67
ELEV:4.00
STA:0+19
ELEV:4.00
LWC 15b PROJECT INFLECTION POINTS
POINT #
NORTHING
252410.22 252398.22 252374.52 252346.77 252338.97 252332.90
EASTING
1722866.75 1722881.42 1722910.39 1722979.88 1723014.82 1723042.04
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:30:08 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
5B
(4 2)
(6
5) .D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 15b PLAN
LWC 15b PROFILE
LWC 15b
11 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 118
ROCK APRON 26
GEOTEXTILE FABRIC 384
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
4% SLOPE 4% SLOPE
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AT
IO
N (F t)
STATION
0+
0+25 0+50
0+
START OF LWC WORK
STA:0+00
ELEV:4.76
STA:0+07
ELEV:4.00
STA:0+47
ELEV:4.00
END OF LWC WORK
STA:0+74
ELEV:4.95
LWC 15c PROJECT INFLECTION POINTS
POINT #
NORTHING
252294.88 252292.97 252283.09 252276.43
EASTING
1723269.75 1723277.28 1723316.04 1723342.20
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:35:01 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
5C .D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 15c PLAN
LWC 15c PROFILE
LWC 15c
12 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 48
ROCK APRON 10
GEOTEXTILE FABRIC 149
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
CONTRACTOR TO CAREFULLY REMOVE
THE EXISTING 24" CULVERT AND
TURN OVER TO THE GOVERNMENT.
CONTACT THE COR FOR THE LOCATION
TO STORE THIS EXISTING CULVERT.
10% SLOPE
3.5% SLOPE
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
1 2
EV
AT
IO
N (F t)
0+ 00 0+25 0+50 0+75
1+ 00 1+25 1+50 1+75
2+ 00 2+25 2+50 2+75
2+
START OF LWC WORK
STA:0+00
ELEV:4.06
STA:1+00
ELEV:4.00 STA:2+95
ELEV:3.02
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:38:47 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 7)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 29 (1 OF 3) PLAN
LWC 29 (1 OF 3) PROFILE
LWC 29 (1 OF 3)
13 ----
GEOTEXTILE
FABRIC
ITEM UNIT
ROADWAY EXCAVATIONCU YD 505
ROCK APRON 79
GEOTEXTILE FABRIC 1535
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
255902.85 255834.88 255699.08 255478.41 255410.51 255358.37
1721061.21 1721134.55 1721281.38 1721519.98 1721593.40 1721647.27
LWC 29 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
0.5% SLOPE
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
EV
AT
IO
N (F t)
STATION
2+
3+
3+25 3+50 3+75
4+
4+25 4+50 4+75
5+
5+25 5+50 5+75
6+
6+
STA:2+95
ELEV:3.02
STA:6+03
ELEV:3.00
STA:3+00
ELEV:3.00
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:42:08 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 7)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 29 (2 OF 3) PLAN
LWC 29 (2 OF 3) PROFILE
LWC 29 (2 OF 3)
14 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATIONCU YD 505
ROCK APRON 79
GEOTEXTILE FABRIC 1535
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
255902.85 255834.88 255699.08 255478.41 255410.51 255358.37
1721061.21 1721134.55 1721281.38 1721519.98 1721593.40 1721647.27
LWC 29 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 2.00
4 5 6
EV
AT
IO
N (F t)
STATION
6+
6+25 6+50 6+75
7+
7+25 7+50 7+75
8+
STA:6+03
ELEV:3.00
STA:6+25
ELEV:3.00
END OF LWC WORK
STA:8+00
ELEV:4.38
STA:7+25
ELEV:4.00
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:45:26 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 7)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 29 (3 OF 3) PLAN
LWC 29 (3 OF 3) PROFILE
LWC 29 (3 OF 3)
15 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATIONCU YD 505
ROCK APRON 79
GEOTEXTILE FABRIC 1535
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
255902.85 255834.88 255699.08 255478.41 255410.51 255358.37
1721061.21 1721134.55 1721281.38 1721519.98 1721593.40 1721647.27
LWC 29 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
0.8% SLOPE
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
1 42 3
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+
START OF LWC WORK
STA:0+00
ELEV:4.51
STA:0+27
ELEV:3.00
STA:0+70
ELEV:3.00
END OF LWC WORK
STA:1+10
ELEV:5.11
LWC 33 PROJECT INFLECTION POINTS
POINT #
NORTHING
255147.40 255125.67 255091.08 255058.80
EASTING
1721863.00 1721878.82 1721904.01 1721927.52
END OF LWC WORK
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:50:27 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
3.
D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 33 PLAN
LWC 33 PROFILE
LWC 33
16 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
SUMMARY OF ESTIMATED QUANTITIES
ITEM UNIT EST. QTY.
ROADWAY EXCAVATION 92
ROCK APRON 13
GEOTEXTILE FABRIC 214
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
5.5% SLOPE
5% SLOPE
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
1 2 3 4
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
0+
START OF LWC WORK
STA:0+00
ELEV:4.75
STA:0+31
ELEV:3.00
STA:0+58
ELEV:3.00
END OF LWC WORK
STA:0+93
ELEV:4.86
LWC 34 PROJECT INFLECTION POINTS
POINT #
NORTHING
254652.91 254621.89 254594.95 254559.95
EASTING
1722010.95 1722013.05 1722016.99 1722021.14
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 12:55:25 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 9)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 34 PLAN
LWC 34 PROFILE
LWC 34
17 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 75
ROCK APRON 7
GEOTEXTILE FABRIC 180
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
5.5% SLOPE5.5% SLOPE
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
0+
START OF LWC WORK
STA:-0+00
ELEV:5.01
STA:0+20
ELEV:3.50
STA:0+64
ELEV:3.50
END OF LWC WORK
STA:0+85
ELEV:5.12
LWC 35 PROJECT INFLECTION POINTS
POINT #
NORTHING
253915.39 253895.55 253852.01 253830.69
EASTING
1722105.84 1722108.41 1722114.67 1722118.46
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 1:00:23 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(7 0)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 35 PLAN
LWC 35 PROFILE
LWC 35
18 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 65
ROCK APRON 11
GEOTEXTILE FABRIC 172
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
8.5% SLOPE7.5% SLOPE
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
1 2 3 4 5 6
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
0+
START OF LWC WORK
STA:0+00
ELEV:5.24
STA:0+28
ELEV:3.00
STA:0+68
ELEV:3.00
END OF LWC WORK
STA:0+85
ELEV:4.65
LWC 36 PROJECT INFLECTION POINTS
POINT #
NORTHING
253262.94 253235.49 253229.78 253202.44 253198.06 253182.40
EASTING
1722214.57 1722220.76 1722222.05 1722232.45 1722234.41 1722241.41
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 1:05:23 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(8 2)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 36 PLAN
LWC 36 PROFILE
LWC 36
19 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 71
ROCK APRON 10
GEOTEXTILE FABRIC 169
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
10% SLOPE9% SLOPE
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 3.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+
START OF LWC WORK
STA:0+00
ELEV:4.85
STA:0+08
ELEV:4.50
STA:1+14
ELEV:4.50
END OF LWC WORK
STA:1+23
ELEV:4.88
1 2 3 4 5 6
LWC 43 PROJECT INFLECTION POINTS
POINT #
NORTHING
257411.76 257404.30 257392.72 257314.74 257304.79 257296.93
EASTING
1720014.38 1720017.28 1720021.79 1720049.47 1720053.74 1720057.10
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 1:10:23 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(7 7)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 43 PLAN
LWC 43 PROFILE
LWC 43
20 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 92
ROCK APRON 26
GEOTEXTILE FABRIC 258
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
4% SLOPE4% SLOPE
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50 1+75
1+
START OF LWC WORK
STA:0+00
ELEV:4.76
STA:0+25
ELEV:4.00
STA:1+40
ELEV:4.00
END OF LWC WORK
STA:1+80
ELEV:4.70
1 2 3 4
LWC 44 PROJECT INFLECTION POINTS
POINT #
NORTHING
256680.17 256659.16 256567.57 256536.11
EASTING
1720324.84 1720338.66 1720408.72 1720432.68
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 1:15:29 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(7 8)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 44 PLAN
LWC 44 PROFILE
LWC 44
21 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 145
ROCK APRON 28
GEOTEXTILE FABRIC 363
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
3% SLOPE 2% SLOPE
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75 1+
1+25 1+50 1+75
2+
2+25
2+
START OF LWC WORK
STA:0+00
ELEV:5.67
STA:0+24
ELEV:4.50
STA:2+00
ELEV:4.50
END OF LWC WORK
STA:2+26
ELEV:5.44
1 2 3 4 5 6
LWC 45 PROJECT INFLECTION POINTS
POINT #
NORTHING
257837.30 257826.63 257813.59 257640.88 257625.62 257615.17
EASTING
1719900.55 1719903.13 1719906.18 1719938.52 1719941.37 1719944.03
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 1:20:42 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(7 9)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 45 PLAN
LWC 45 PROFILE
LWC 45
22 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 175
ROCK APRON 43
GEOTEXTILE FABRIC 467
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
3.5% SLOPE4.5% SLOPE
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75 1+
1+25 1+50 1+75
2+
2+25
2+
START OF LWC WORK
STA:0+00
ELEV:7.33
STA:0+29
ELEV:6.50
STA:2+07
ELEV:6.50
END OF LWC WORK
STA:2+37
ELEV:7.40
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 2:12:24 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
4.
D
W G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 24 PLAN
LWC 24 PROFILE
LWC 24
23 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 202
ROCK APRON 44
GEOTEXTILE FABRIC 485
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
3% SLOPE 3% SLOPE
LWC 24 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
253218.71 253213.90 253191.57 253190.76
1715189.70 1715218.29 1715394.78 1715424.43
AutoCAD SHX Text 8.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 9.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 9.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
9.00
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75 1+
1+25 1+50 1+75
2+
2+
START OF LWC WORK
STA:0+00
ELEV:5.83
STA:0+76
ELEV:4.32
STA:1+76
ELEV:4.32
END OF LWC WORK
STA:2+23
ELEV:6.14
1 42 3
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 2:14:20 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(6 0)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 37 PLAN
LWC 37 PROFILE
LWC 37
24 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATIONCU YD 155
#2 TO #5 COARSE
AGGREGATE TONS 61
#1 OR #2 COARSE
AGGREGATE TONS 179
ROCK APRON TONS 24
GEOTEXTILE FABRICSQ YD 433
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
2% SLOPE 4% SLOPE
LWC 37 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
261720.02 261685.55 261637.73 261615.19
1714659.81 1714727.55 1714815.36 1714856.50
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.00
1 4
EL
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+
START OF LWC WORK
STA:0+00
ELEV:7.38
STA:0+37
ELEV:6.00
STA:1+01
ELEV:6.00
END OF LWC WORK
STA:1+23
ELEV:7.28
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 2:17:43 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(7 1)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 38 PLAN
LWC 38 PROFILE
LWC 38
25 ----
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 81
ROCK APRON 17
GEOTEXTILE FABRIC 245
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
4% SLOPE 6% SLOPE
LWC 38 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
260975.63 260946.58 260909.29 260898.54
1715459.21 1715482.11 1715534.12 1715553.23
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 6.00
AutoCAD SHX Text 7.00
6.00
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75
1+
1+25 1+50
1+
STA:0+18
ELEV:7.00
START OF LWC WORK
STA:-0+00
ELEV:7.71
STA:1+19
ELEV:7.00
END OF LWC WORK
STA:1+53
ELEV:8.34
1 42 3
LWC 39
26 ----
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 2:21:04 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(8 0)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION DRNDSNAPR YYYY-MM-DD
REV.
PREPARED FOR:
(A) PRELIMINARY
(B) DESIGN (D) TENDER (F) RECORD
(E) CONSTRUCTION(C) PERMIT
9/24/2021 2:21:04 PMDate Plotted:
C :\U
SE
R
S\
SL
A N
D R
Y\ D
ES
K
TO
P\
PR
O
JE
C
TS
\1
.2
M O
N
EY
B A
YO
U
\0 8_
C A
D D
\W O
R K
IN
G
SH
EE
TS
ET
S\
VF
G
LW
C
(8 0)
.D W
G
PREPARED BY:
NUMBER:
DRAWING
QCM
MONEY BAYOU LOW WATER CROSSINGS
00 30' 60'
HORIZONTAL: 1" = 30'-0"
VERTICAL: 1" = 3'-0"
NOTES:
1. CONTRACTOR SHALL EXCAVATE
LWC FOOTPRINT FROM EXISTING
GRADE TO BOTTOM ELEVATION
AS SHOWN IN LWC PROFILE.
2. CONTRACTOR SHALL PLACE ALL
EXCAVATED SPOIL MATERIALS
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS ALONG
EXISTING ROADWAYS AND
DITCHES LEADING UP TO LWCS.
DESIGNATED SPOIL PLACEMENT
AREAS SHALL BEGIN AT LWC
ENDPOINTS AND EXTEND FOR A
LENGTH EQUIVALENT TO THE
TOTAL LWC LENGTH AND HALF
OF THE TOTAL LWC WIDTH. THE
CONTRACTOR IS REQUIRED TO
COMPACT THE SPOIL MATERIAL
WITHIN THE DESIGNATED SPOIL
PLACEMENT AREAS AND SHALL
NOT EXCEED ONE AND A HALF
FEET (1.5') OF THICKNESS.
D12573.201
LWC 39 PLAN
LWC 39 PROFILE
GEOTEXTILE
FABRIC
ROCK
APRON
CONTRACTOR TO INSTALL
ROCK APRON AT LWC INVERT
ONLY
ITEM UNIT
ROADWAY EXCAVATION 85
ROCK APRON 25
GEOTEXTILE FABRIC 310
SUMMARY OF ESTIMATED QUANTITIES
EST. QTY.
#1 OR #2 COARSE
AGGREGATE
CU YD
#2 TO #5 COARSE
AGGREGATE TONS
TONS
TONS
SQ YD
4% SLOPE4% SLOPE
LWC 39 PROJECT INFLECTION POINTS
POINT # NORTHING EASTING
260692.77 260686.02 260649.80 260635.92
1715966.35 1715983.03 1716077.29 1716108.22
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 8.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 7.00
AutoCAD SHX Text 8.00
EV
AT
IO
N (F t)
STATION
0+
0+25 0+50 0+75 1+00
1+
START OF LWC WORK
STA:0+00
ELEV:8.29
STA:0+07
ELEV:8.00
STA:0+79
ELEV:8.00
END OF LWC WORK
STA:1+01
ELEV:9.25
REVISIONS
REV
(PH)
PH
PHASE OF
ISSUE
DESCRIPTION…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .