sta 1517+00 to sta 1570+50 sta 1586+15 to sta 1633+50 · proposed typical section bs 35-h lane 12'...
TRANSCRIPT
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DESCRIPTION
STANDARD SHEETS
GENERAL
NO.
SHEET
TRAFFIC CONTROL
ROADWAY
DESCRIPTIONNO.
SHEET
ENVIRONMENTAL
STANDARD SHEETS
STANDARD SHEETS
TRAFFIC
ENVIRONMENTAL PERMITS, ISSUES & COMMITMENTS
TxDOT STORM WATER POLLUTION PREVENTION PLAN(SW3P)
SW3P LAYOUT AND SUMMARY
TO THIS PROJECT.
RESPONSIBLE SUPERVISION AS BEING APPLICABLE
ABOVE HAVE BEEN SELECTED BY ME OR UNDER MY
THE STANDARD SHEETS SPECIFICALLY IDENTIFIED
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
2
MATAGORDA
0080179 14
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
SHEET 1 OF 1
INDEX OF SHEETS
11
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VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
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44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3FI
LE:
BS
35
_TI
TL
E&I
ND
EX.
DG
N 63
62
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
EC (2)-16
EC (1)-16
BS 35-H
T:\
YK
MA
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BS35_
PA
LA
CI
OS BS 35-H PLAN & PROFILE
STANDARD SHEETS
DRAINAGE
CULVERT LAYOUT
DRAINAGE AREA MAP & CULVERT COMPUTATIONS
SETP-PD
SETB-FW-0
SCP-8
SCP-MD
BCS
19
18
17
15-16
13-14
8-12
3-7
2
1
20 BS 35-H CLOSURE TCP AND CONSTRUCTION SEQUENCING
TCP(7-1)-13
TCP(3-3)-14
TCP(3-1)-13
TCP(2-4)-12
TCP(2-2)-12
WZ(RS)-16
WZ(UL)-13
WZ(STPM)-13
BC(1-12)-14
40
39
38
37
36
35
34
33
21-32
41-43
45
44
52
49-51
48
47
46
PM(3)-12
PM(2)-12
PM(1)-12
D & OM(4)-15
D & OM(2)-15
D & OM(1)-15
58
57
56
55
54
53
61
60
59
DRIVEWAY SUMMARY AND DETAILS
MISCELLANEOUS SUMMARIES AND DETAIL
ROADWAY SUMMARIES
ESTIMATE & QUANTITY SHEETS
BASIS OF ESTIMATE
GENERAL NOTES
TYPICAL SECTIONS
INDEX OF SHEETS
TITLE SHEET
05/12/2017
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SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SCALE: 1" = 10'
MATAGORDA
0080179 14
SHEET 1 OF 5
TYPICAL SECTIONS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
3
BS 35-H
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
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EX\
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BS35_
PA
LA
CI
OS
FI
LE:
BS
35
_T
YP.
DG
N
11'
LANE
11'
LANE
EXI
ST
RO
W 50' USUAL / 40' MIN
EXI
ST
RO
W50' USUAL / 40' MIN
BS 35-H [
STAB BASE
12" CEM
ACP & SEAL COATS
VAR DEPTH (2"-3")
(9"-6"-9")
18' WIDE CONC PVMT
(USUAL)
2.0%
(USUAL)
2.0%
STAB BASE
12" CEM
STA 1570+50 TO STA 1581+50
ACP & SEAL COATS
VAR DEPTH (0"-3")
(USUAL)
2.0%
(USUAL)
2.0%
EXISTING TYPICAL SECTION
BS 35-H
EXISTING TYPICAL SECTION
BS 35-H
STA 1581+50 TO STA 1586+15
LANE
11' 11'
LANE
11'
LANE
11'
LANE
EXI
ST
RO
W
BS 35-H [
STAB BASE
12" CEM
(9"-6"-9")
18' WIDE CONC PVMT
(USUAL)
2.0%
(USUAL)
2.0%
STAB BASE
12" CEM
EXISTING TYPICAL SECTION
BS 35-H
40' USUAL 40' USUAL
EXI
ST
RO
W
SHLDR
7'
SHLDR
7'
CONC PVMT
LANE
11' 11'
LANE
11'
LANE
11'
LANE
EXI
ST
RO
WBS 35-H [
40' USUAL 40' USUAL
EXI
ST
RO
W
SHLDR
7'
SHLDR
7'
STA 1586+15 TO STA 1633+50
STA 1517+00 TO STA 1570+50
11'
LANE
11'
LANE SHLDR
ACP & SEAL COATS
VAR DEPTH (2"-3")
SHLDR
2' USUAL / 8' MAX2' USUAL / 8' MAX
CURB (TYP)
CONCRETE
(TYP)
CURB & GUTTER
CONCRETE
05/12/2017
-
*
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SCALE: 1" = 10'
MATAGORDA
0080179 14
SHEET 2 OF 5
TYPICAL SECTIONS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
4
BS 35-H
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
NN
EX\
PS
&E\ 017914008_
BS35_
PA
LA
CI
OS
FI
LE:
BS
35
_T
YP.
DG
N
EXISTING TYPICAL SECTION
BS 35-H
STA 1633+50 TO STA 1688+00
STAB BASE
12" CEM
ACP & SEAL COATS
VAR DEPTH (2"-3")
STAB BASE
12" CEM
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
2'
SHLDR
2'
SHLDR
50' 50'
(9"-6"-9")
CONC PVMT
*20' WIDE STA 1660+50 TO STA 1688+00
18' WIDE STA 1633+50 TO STA 1660+50
EXISTING TYPICAL SECTION
BS 35-H
STA 1698+00 TO STA 1708+00
STAB BASE
12" CEM
ACP & SEAL COATS
VAR DEPTH (2"-3")
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
SHLDR
50' 50'
10'
SHLDR
10'
EXISTING TYPICAL SECTION
BS 35-H
STA 1688+00 TO STA 1698+00
STAB BASE
12" CEM
ACP & SEAL COATS
VAR DEPTH (2"-3")
STAB BASE
12" CEM
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
50' 50'
SHLDR
10'
SHLDR
10'
(9"-6"-9")
20' CONC PVMT
05/12/2017
-
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SCALE: 1" = 10'
MATAGORDA
0080179 14
SHEET 3 OF 5
TYPICAL SECTIONS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
5
BS 35-H
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
NN
EX\
PS
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BS35_
PA
LA
CI
OS
FI
LE:
BS
35
_T
YP.
DG
N
EXI
ST
RO
W 40' MIN / 50' USUAL
EXI
ST
RO
W40' MIN / 50' USUAL
BS 35-H [
(USUAL)
2.0%
PROPOSED TYPICAL SECTION
BS 35-H
(USUAL)
2.0%
11'
LANE
11'
LANE
11'
LANE
11'
LANE
STA 1586+15 TO STA 1633+50
STA 1517+00 TO STA 1570+50
STA 1570+50 TO STA 1581+50
(USUAL)
2.0%
(USUAL)
2.0%
PROPOSED TYPICAL SECTION
BS 35-H
LANE
11' 11'
LANE
11'
LANE
11'
LANE
EXI
ST
RO
WBS 35-H [
40' USUAL 40' USUAL
EXI
ST
RO
W
SHLDR
7'
SHLDR
7'
2'
2" TY D ACP
2'44' USUAL / 56' MAX
ACP TAPER
2" - 0"
ACP TAPER
2" - 0"
SHLDRSHLDR
2' USUAL / 8' MAX 2' USUAL / 8' MAX
STA 1581+50 TO STA 1586+15
LANE
11' 11'
LANE
11'
LANE
11'
LANE
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
PROPOSED TYPICAL SECTION
BS 35-H
40' USUAL 40' USUAL
EXI
ST
RO
W
SHLDR
7'
SHLDR
7'
2" TY D ACP
2'
ACP TAPER
2"-0"
51'2'
ACP TAPER
2"-0"
2" TY D ACP
2'
ACP TAPER
2"-0"
51'2'
ACP TAPER
2"-0"
05/12/2017
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PROPOSED TYPICAL SECTION
BS 35-H
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
50' 50'
STA 1633+50 TO STA 1652+50
2.0% 2.0%
SHLDR SHLDR
3:1
MAX 3:1 MAX
PGL
ACP TAPER
BASE TAPER
1'
ACP TAPER
BASE TAPER
18'
OCST
10" CEM TRT FLEX BASE
PRIME COAT &
10" CEM TRT FLEX BASE
PRIME COAT &
TO REMAIN
EXIST ACP & CONC PVMT
TY D ACP LEVEL-UP
VAR DEPTH
0.5'
ACP TAPER
0.5'
1'
ACP TAPER
2.5'2.5'
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SCALE: 1" = 10'
MATAGORDA
0080179 14
SHEET 4 OF 5
TYPICAL SECTIONS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
6
BS 35-H
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
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EX\
PS
&E\ 017914008_
BS35_
PA
LA
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FI
LE:
BS
35
_T
YP.
DG
N
PROPOSED TYPICAL SECTION
BS 35-H
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
SHLDR SHLDR
50' 50'
2" TY D ACP
2'
ACP TAPER
2"-0"
2'
ACP TAPER
2"-0"
10'
2'
STA 1688+00 TO STA 1698+00
STA 1652+50 TO STA 1688+00
2
1
10'
2'
2
1
1
2
40'
24'1
2
2" TY D ACP (SURFACE)
2" TY D ACP (1ST LIFT) *FROM STA 1645+50 TO STA 1652+50
SHOULDER TAPERS FROM 12' TO 2'
*
48' USUAL / 28' MIN
50' USUAL / 30' MIN
51' USUAL / 31' MIN
16.5' USUAL / 6.5 MIN16.5' USUAL / 6.5 MIN
12' USUAL / 2' MIN
*
12' USUAL / 2' MIN
05/12/2017
-
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SCALE: 1" = 10'
MATAGORDA
0080179 14
SHEET 5 OF 5
TYPICAL SECTIONS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
7
BS 35-H
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
NN
EX\
PS
&E\ 017914008_
BS35_
PA
LA
CI
OS
FI
LE:
BS
35
_T
YP.
DG
N
PROPOSED TYPICAL SECTION
BS 35-H
STA 1698+00 TO STA 1708+00
LANE
12' 12'
LANE
EXI
ST
RO
W
EXI
ST
RO
W
BS 35-H [
(USUAL)
2.0%
(USUAL)
2.0%
SHLDR
50' 50'
10'
SHLDR
10'
2" TY D ACP
2'
ACP TAPER
2"-0"
2'
ACP TAPER
2"-0"
40'
05/12/2017
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Project Number: Sheet: 8 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet A
GENERAL NOTES: Provide a minimum two week advance notice to TxDOT prior to closing Business 35-H. TxDOT will notify local officials at least one week in advance. Remove and dispose of existing raised pavement markers as directed. All work involved in the removal and disposal of these markers will not be paid for directly but shall be considered subsidiary to the various bid items involved. Do not work on the roadway before sunrise or after sunset. Leave all traffic lanes open to traffic at night, weekends and holidays unless otherwise approved. Furnish a certified copy of the legal gross weight of each vehicle hauling materials by weight and certified measurements for all trucks hauling material by volume. Unless otherwise approved, maintain a minimum safety clearance from the edge of the travelway for material stockpiled in proximity of traffic lanes based on the current average traffic count of the particular highway as follows: 0 - 1500 = 16 feet Over 1500 = 30 feet In the event the above requirements cannot be met, make arrangements to stockpile material off the right of way. Leave all intersecting side streets and entrances open at night unless otherwise directed. Should the contractor desire to close a side street or entrance overnight, approval will be required 48 hours in advance and the contractor will be required to coordinate the closure satisfactorily with any affected business or resident. Provide temporary pipe drains or culverts and take such other measures as directed to provide for continued drainage from all abutting property, the right of way and the roadway during construction operations. Labor and materials involved in this work will not be paid for directly, but will be considered subsidiary to the various bid items of the contract. The Department will provide the cylinder testing machine for this project. Deliver the test specimens to the engineer's curing facilities as directed. Do not clean out concrete trucks within the right of way.
Project Number: Sheet: 8 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet B
ITEM 7: LEGAL RELATIONS AND RESPONSIBILITIES The Contractor Force Account “Safety Contingency” that has been established for this project is intended to be utilized for work zone enhancements, to improve the effectiveness of the Traffic Control Plan, that could not be foreseen in the project planning and design stage. These enhancements will be mutually agreed upon by the Engineer and the Contractor’s Responsible Person based on weekly or more frequent traffic management reviews on the project. The Engineer may choose to use existing bid items if it does not slow the implementation of enhancement. The Contractor’s attention is directed to the fact that discharge of permanent or temporary fill material into the waters of the United States (U.S.) including jurisdictional wetlands, as necessary for construction, will require specific approval of the U.S. Army Corps of Engineers (USACE) under Section 404 of the Clean Water Act. The Department will obtain the appropriate permit(s), Nationwide or Individual, when necessary as dictated by the proposed actions for the project and its potential to affect USACE jurisdictional areas. The Contractor may review the permitted plans at the office of the Area Engineer in charge of construction. The Department will hold the Contractor responsible for following all conditions of the approved permit. If the Contractor cannot work within the limits of this permit(s), then it becomes the Contractor’s entire responsibility to consult with the USACE pertaining to the need for changes or amendments to the conditions of the existing permit(s) as originally obtained by the Department. Particular importance is stressed on the fact that any impacts to USACE jurisdictional waters of the U.S., including jurisdictional wetlands, be the minimum necessary to complete the proposed work. The Contractor shall maintain near normal flow of any jurisdictional waters of the U.S. at all times during construction. If the Contractor needs further explanation of the conditions of the permit, including means of compliance, they may contact the TXDOT Yoakum District Environmental Coordinator. If the Contractor elects to work on a structure when the stream is flowing, near normal flow shall be maintained by a method approved by the Engineer. Labor and materials involved in this work will not be paid for directly, but will be considered subsidiary to the various bid items of the contract.
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Project Number: Sheet: 9 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet C
Submit all project-specific locations (PSLs)(haul roads, equipment staging areas, borrow and disposal sites, field offices, storage areas, parking areas, etc.) to the United States Army Corps of Engineers (USACE) District Engineer, Galveston, TX, or Corpus Christi, TX, for approval prior to initiating any work activities for the project. Submit documentation to the Area Engineer showing the Contractor initiated the process for PSL approval with the USACE within 30 days of the issuance of the authorization to begin work. The written approval letter, regarding these PSLs, must be submitted to the Area Engineer prior to the scheduling of a Pre-Construction Meeting. No work of any kind will be allowed until the Pre-Construction Meeting has been held. If during construction it is determined that other PSLs are needed, documentation from the USACE regarding the approval of the site(s) must also be provided to the Area Engineer prior to initiating activity at the site location. ITEM 8: PROSECUTION AND PROGRESS Working days will be computed and charged in accordance with Article 8.3.1.1 Five-Day Workweek. Provide progress schedule as a Bar Chart. ITEM 110: EXCAVATION Remove existing vegetation, including roots and topsoil, within the grading limits to a depth of approximately 2 inches immediately before grading operations begin within any section. Place the material in a windrow on each side of the roadbed, and replace as directed on the completed slopes as soon as practicable. Measurement and payment will be in accordance with Item "Excavation" for cut sections. All topsoil excavation and the work involved in replacing the topsoil will not be paid for directly but will be subsidiary to the pertinent items for fill sections. ITEMS 110 & 132: EXCAVATION AND EMBANKMENT Grading quantities required to construct side road entrances will not be measured or paid for directly, but will be subsidiary to pertinent items. Furnish Type C embankment consisting of suitable earth material such as loam, clay or other such material that will form a stable embankment and has a plasticity index of at least 15 but not more than 35. Requirements may vary for material excavated under Item 110, "Excavation", as directed. Removal of existing pavement is included in the excavation and embankment items.
Project Number: Sheet: 9 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet D
ITEM 150: BLADING Sprinkling and rolling which may be required during the operation of Item 150 will not be measured or paid for directly, but will be considered subsidiary to this item. ITEM 204: SPRINKLING Do not use seawater. ITEM 247: FLEXIBLE BASE Unless otherwise approved, the delivered material’s moisture content at most will be two percent above optimum moisture content, determined by TEX-113-E. Limit the depth of any course to 6 inches unless otherwise approved. Compact each course to the required density before subsequent courses are placed. For Type E material, furnish crushed limestone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source. Do not use caliche, iron ore, gravel, or multiple sources. All manipulation of roadway delivered material prior to cement treatment, including spreading, rolling and maintaining an acceptable riding surface, will be subsidiary to this item. Compact the Type E flex base to at least 98.0% of the maximum density determined by TEX-113-E. ITEMS 247 & 530: FLEXIBLE BASE & INTERSECTIONS, DRIVEWAYS AND TURNOUTS Density requirements for base in side road entrances may be waived provided the material is satisfactorily sprinkled and compacted. ITEM 275: CEMENT TREATMENT (ROAD MIXED) Limit the depth of any course to 6 inches unless otherwise approved. Compact each course to the required density before subsequent courses are placed.
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Project Number: Sheet: 10 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet E
ITEM 302: AGGREGATES FOR SURFACE TREATMENTS Furnish Type PE and Type E aggregate consisting of crushed slag, crushed stone or natural limestone rock asphalt. Furnish precoated aggregate that has a residual bitumen coating target value of 1.0% by weight. ITEM 316: SEAL COAT Use an Emulsion instead of an Asphalt Cement as approved when the surface treatment is placed between September 15 and May 1. The asphalt application rate shown in the plans is an average between an Asphalt Cement and an Emulsion. The type of asphalt and application rate to be used will be as directed. The approximate application rate for Asphalt Cement with a Grade 3 aggregate is 0.32 Gal/SY and with a Grade 4 aggregate is 0.27 Gal/SY. The approximate application rate for an Emulsion with a Grade 3 aggregate is 0.48 Gal/SY and with a Grade 4 aggregate is 0.40 Gal/SY. Cure the RC-250 a minimum of seven (7) days prior to placement of the one course surface treatment. Place one course surface treatment no later than fourteen (14) days after placement of the RC-250, unless otherwise directed. ITEM 320: EQUIPMENT FOR ASPHALT CONCRETE PAVEMENT Provide a material transfer device capable of transferring mix from the haul trucks to the paver. Monitor its loading such that no damage is done to the existing pavement structures if a material transfer vehicle is used. Securely attach a waterproof tarpaulin to the top of all trucks hauling ACP, to prevent air flow across the mix, for the duration of all ACP operations. ITEM 340: DENSE-GRADED HOT-MIX ASPHALT (SMALL QUANTITY) Mixture designs, without additives, failing to meet the requirements of Table 6 will require the addition of a minimum 1.0% of Type A hydrated lime based on dry weight of the total aggregate. Do not add additional quantity of RAP to stockpiles tested and approved. If additional RAP is added to a stockpile, a new design and trial batch will be required prior to placement on the roadway.
Project Number: Sheet: 10 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet F
The extracted aggregate from contractor-owned RAP shall have a minimum of 85% two crushed faces when tested in accordance with TEX-460-A, Part I. ITEM 341: DENSE-GRADED HOT-MIX ASPHALT Tie HMACP tapers to a vertical transition joint created by the milling operation at the beginning and ending transitions and at all exceptions, or as directed. Provide a temporary HMACP taper at vertical joints until overlay operations begin. Milling and HMACP work will not be paid for directly but will be considered subsidiary to this item. Mixture designs, using the PG binder originally specified and without additives, failing to meet the requirements of Table 10 will require the addition of a minimum 1.0% of Type A hydrated lime based on dry weight of the total aggregate. Use of RAS in the HMACP surface course is not permitted. Do not add additional quantity of RAP to stockpiles tested and approved. If additional RAP is added to a stockpile, a new design and trial batch will be required prior to placement on the roadway. The extracted aggregate from contractor-owned RAP shall have a minimum of 85% two crushed faces when tested in accordance with TEX-460-A, Part I. Limit uneven pavement to two days production with the requirement that all longitudinal joints adjacent to a travelway are constructed with a joint maker providing a maximum one inch vertical edge (1/2” desirable) with an adjacent 6:1 taper. ITEM 400: EXCAVATION AND BACKFILL FOR STRUCTURES Flexible base (Ty D) may be used for cement stabilized backfill aggregate, as approved. ITEM 462: CONCRETE BOX CULVERTS AND DRAINS Use precast concrete boxes on this project.
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Project Number: Sheet: 11 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet G
ITEMS 464 & 467: REINFORCED CONCRETE PIPE & SAFETY END TREATMENT If required, concrete collars, as approved, will be used at pipe joints. Collars will be reinforced as directed. No direct compensation will be made for concrete collars and they will be subsidiary to the pertinent items. ITEM 467: SAFETY END TREATMENT Precast safety end treatment sections will not be allowed. Provide reinforced concrete riprap for all pipe safety end treatments. Round corners on safety end treatment riprap to a minimum 12 inch radius as directed. The riprap will not be paid for directly but will be subsidiary to Item 467. Provide and use a form along the cut end of the pipe when placing the adjacent reinforced concrete riprap for pipe safety end treatment sections. ITEM 496: REMOVING STRUCTURES Material removed under this item will not be deemed salvageable. ITEM 502: BARRICADES, SIGNS, AND TRAFFIC HANDLING Use WZ(RS)-16 in conjunction with TCP(2-2) & TCP(2-4). Use TCP(2-2b) for one-lane, two-way traffic control. When using TCP(2-2b), a pilot car is required to lead traffic through the work space with or without channelizing devices on the center line unless otherwise approved. When using TCP(2-2b), channelizing devices may be omitted during base, subgrade and seal coat operations unless otherwise directed. Flaggers will be required at public intersections when channelizing devices are omitted. When using TCP(2-2b), arrow boards, displaying the caution mode, may be used to enhance the flagger stations. If used, place the arrow board in advance of the flagger station a distance of ½X, the sign spacing distance shown on BC(2). Use arrow boards as shown on BC(7). When using TCP(2-2b), the temporary 24" stop line and the CW16-2P plaques may be omitted.
Project Number: Sheet: 11 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet H
When using TCP(2-2b), an additional “Road Work Ahead” and “Be Prepared To Stop” signs will be required on each end of the lane closure unless otherwise approved. Provide trail and lead vehicles when using TCP(3-1) or TCP(3-3). Utilize TCP(3-3) for sweeping operations or for installing and removing tabs or raised pavement markers. Provide suitable warning lights mounted high enough to be visible from all directions on all construction equipment, including pilot vehicles, and operate warning lights when the equipment is within the right of way. Equip other equipment such as trucks, trailers, autos, etc., with emergency flashers and use emergency flashers while within the work area. All culvert work must be completed prior to performing excavation and embankment within the work area. Limit the maximum length of any individual work area to 2 miles. Limit the lane closure lengths for ACP operations to one (1) mile on two lane, two-way highways. The lane closure length will be determined during construction in urban areas. Signs warning of temporary conditions, such as “NO CENTER LINE,” “LOOSE GRAVEL,” etc., shall only be displayed when conditions are present. Remove or completely cover signs that do not apply to the roadway conditions. These signs may be installed prior to beginning work but shall remain completely covered until the signs are applicable. In accordance with Article 502.4.2, no payment will be made for the month if the contractor fails to provide or properly maintain signs in compliance with the contract requirements. Temporary warning signs that are visible when conditions do not apply will be considered improper maintenance of signs. ITEM 504: FIELD OFFICE AND LABORATORY Provide a Type D structure for the asphalt mix control laboratory for the engineer's exclusive use. Equip the structure with a 240 volt electrical entrance service. The service will consist of a minimum of four 120 volt circuits with 20 amp breakers and at most two grounded convenience outlets per circuit and provisions for a minimum of two 220 volt ovens. Space heaters for heating the structure are unacceptable. Portable structures will be support blocked for stability and will be tied down.
-
Project Number: Sheet: 12 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet I
ITEM 506: TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS 1. See SW3P plan sheet for total disturbed acreage. 2. The disturbed area in this project, all project locations in the contract, and contractor project specific locations (PSLs), within one (1) mile of the project limits, for the contract will further establish the authorization requirements for storm water discharges. 3. The department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. 4. Obtain any required authorization from the TCEQ for any contractor PSLs for construction activities on or off right-of-way (ROW). 5. When the total disturbed area for all projects in the contract and PSLs within one (1) mile of the project limits exceeds five (5) acres, provide a copy of the contractor NOI for PSLs on the ROW to the Engineer. 6. Provide a signed sketch detailing the location of any contractor’s PSLs on ROW or within one (1) mile of the project. ITEM 585: RIDE QUALITY FOR PAVEMENT SURFACES Pay adjustments for ride quality on travel lanes shall be determined by Schedule 2. ITEM 662: WORK ZONE PAVEMENT MARKINGS Remove the exposed portions of the temporary flexible reflective roadway marker tabs after raised pavement markers are installed. If the tabs are not in line with the markings, remove the tabs immediately after the centerline markings are installed.
Project Number: Sheet: 12 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H
General Notes Sheet J
ITEM 666: REFLECTORIZED PAVEMENT MARKINGS Use a mobile retroreflectometer to measure retroreflectivity unless otherwise directed. A DVD video of the retroreflectometer data will not be required. Place permanent pavement markings within 7 calendar days of initial tab placement on ACP. ITEM 668: PREFABRICATED PAVEMENT MARKINGS Pavement marking material may be placed on roadways at any time during the year, subject to temperature and moisture limitations specified. ITEM 6001: PORTABLE CHANGEABLE MESSAGE SIGN Provide two (2) Portable Changeable Message Signs (PCMS) for the duration of the project. Locations and messages or other miscellaneous uses of PCMS, shall be as approved or directed by the Engineer.
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Project Number: Sheet: 13 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H B A S I S O F E S T I M A T E -----------------------------------------------------------------------------ITEM | DESCRIPTION | RATE | BASIS | QUANTITY | UNIT -----------------------------------------------------------------------------
Sheet A
150 BLADING EST 40 HR 164 CELL FBR MLCH SEED (PERM)(RURAL)(CLAY)
STA 1633+50 TO STA 1652+50 LT & RT (1900’ X 6.5’ AVG WIDTH) / 9 X 2 SIDES 2744 SY
164 CELL FBR MLCH SEED (TEMP)(WARM)
STA 1633+50 TO STA 1652+50 LT & RT 2744 SY X 25% 686 SY
164 CELL FBR MLCH SEED (TEMP)(COOL)
STA 1633+50 TO STA 1652+50 LT & RT 2744 SY X 25% 686 SY
166 FERTILIZER (20-10-10)(FOR CONTRACTORS INFO ONLY)
STA 1633+50 TO STA 1652+50 LT & RT 0.57 AC X 500 LBS/AC 0.14 TON 168 VEGETATIVE WATERING
STA 1633+50 TO STA 1652+50 LT & RT 3 MO X 13.58 MG/AC X 0.57 AC 23.2 MG
Project Number: Sheet: 13 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H B A S I S O F E S T I M A T E -----------------------------------------------------------------------------ITEM | DESCRIPTION | RATE | BASIS | QUANTITY | UNIT -----------------------------------------------------------------------------
Sheet B
479 ADJUSTING MANHOLES
STATION: 1529+55 LT 1 EA 662 WK ZN PAV MRK NON-REMOV (W)4”(BRK)
LANE LINES 11650’ X 10 LF/40’ X 2 5820 LF 662 WK ZN PAV MRK NON-REMOV (W)4”(SLD)
EDGELINES 19100 LF X 2 38200 LF 662 WK ZN PAV MRK NON-REMOV (Y)4”(SLD)
CENTERLINE 19100 LF X 2 38200 LF 662 WK ZN PAV MRK SHT TERM (TAB) TY W (LANE LINES)
ACP SURFACE 11650’ X 3 EA/40’ X 2 1746 EA 662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 (CENTERLINE)
LEVEL-UP 1900 LF X 2 EA/20’ 190 EA OCST 1900 LF X 2 EA/20’ 190 EA ACP FIRST LIFT 1900 LF X 2 EA/20’ 190 EA ACP SURFACE 19100 LF X 2 EA/20’ 1910 EA
------------ TOTAL 2480 EA
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Project Number: Sheet: 14 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H B A S I S O F E S T I M A T E -----------------------------------------------------------------------------ITEM | DESCRIPTION | RATE | BASIS | QUANTITY | UNIT -----------------------------------------------------------------------------
Sheet C
666 RE PM W/ RET REQ TY I (W)4”(BRK)(90MIL)
LANE LINES 11650’ X 10 LF/40’ X 2 5820 LF 666 RE PM W/ RET REQ TY I (W)4”(SLD)(90MIL)
EDGELINES 19100 LF X 2 38200 LF 666 RE PM W/ RET REQ TY I (Y)4”(SLD)(90MIL)
CENTERLINE 19100 LF X 2 38200 LF 668 PREFAB PAV MRK TY C (W)(12”)(SLD) CROSSWALKS @ BAYSHORE DRIVE/PERRYMAN AVE 65’ AVG X 4 260 LF 668 PREFAB PAV MRK TY C (W)(18”)(SLD)
BEGIN/END SCHOOL ZONE STA 1526+00 60 LF STA 1533+90 48 LF
------------ TOTAL 108 LF
Project Number: Sheet: 14 County: MATAGORDA Control: 0179-14-008 Highway: BS 35-H B A S I S O F E S T I M A T E -----------------------------------------------------------------------------ITEM | DESCRIPTION | RATE | BASIS | QUANTITY | UNIT -----------------------------------------------------------------------------
Sheet D
668 PREFAB PAV MRK TY C (W)(24”)(SLD)
STOP BARS @ 4TH STREET 22 LF X 2 44 LF 672 REFL PAV MRKR TY I-C
LANE LINES 11650’ X 1 EA/80’ X 2 292 EA 672 REFL PAV MRKR TY II-A-A
CENTERLINE 11650 LF X 2 EA/80’ 292 EA CENTERLINE 7450 LF X 1 EA/40’ 187 EA
------------ TOTAL 479 EA 6001 PORTABLE CHANGEABLE MESSAGE SIGN
LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD 2 EA
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Estimate SheetESTIMATE SUMMARY
CONTROL 0179-14-008BS 35-H A
LT
ITEMCODE DESCRIPTION UNIT
TOTAL
EST FINAL EST FINAL EST FINAL EST FINALITEMCODE
DESCCODE
SPNO EST FINAL
82.000 104 6001 REMOVING CONC (PAV) SY 82.000 806.000 110 6001 EXCAVATION (ROADWAY) CY 806.000 1212.000 132 6005 EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 1212.000 40.000 150 6002 BLADING HR 40.000
2744.000 164 6023 CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) SY 2744.000 686.000 164 6029 CELL FBR MLCH SEED(TEMP)(WARM) SY 686.000 686.000 164 6031 CELL FBR MLCH SEED(TEMP)(COOL) SY 686.000 23.200 168 6001 VEGETATIVE WATERING MG 23.200
1866.000 247 6332 FL BS (RDWY DEL)(TY E GR 1-2)(FNL POS) CY 1866.000 102.000 275 6001 CEMENT TON 102.000 6717.000 275 6031 CEMENT TREAT (NEW BASE) (10") SY 6717.000 1238.000 316 6029 ASPH (RC-250) GAL 1238.000 44.000 316 6202 AGGR(TY-E GR-5 SAC-B) CY 44.000 118.000 316 6246 AGGR(TY-PE GR-3 SAC-B) CY 118.000 3996.000 316 6400 ASPH (AC-15P OR AC-10-2TR OR CRS-2P) GAL 3996.000 576.000 341 6040 D-GR HMA TY-D PG64-22 TON 576.000
10198.000 341 6042 D-GR HMA TY-D SAC-B PG70-22 TON 10198.000 1134.000 341 6043 D-GR HMA TY-D PG70-22 TON 1134.000 100.000 351 6006 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 100.000 52.000 400 6005 CEM STABIL BKFL CY 52.000 32.000 402 6001 TRENCH EXCAVATION PROTECTION LF 32.000 232.000 462 6019 CONC BOX CULV (8 FT X 4 FT) LF 232.000 80.000 464 6005 RC PIPE (CL III)(24 IN) LF 80.000 8.000 467 6275 SET (TY I)(S= 8 FT)(HW= 5 FT)(3:1) (C) EA 8.000 4.000 467 6395 SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 4.000 1.000 479 6001 ADJUSTING MANHOLES EA 1.000 1.000 496 6001 REMOV STR (BOX CULVERT) EA 1.000 2.000 496 6042 REMOV STR (SMALL) EA 2.000 50.000 496 6099 REMOVE STR (RAIL) LF 50.000 1.000 500 6001 MOBILIZATION LS 1.000 3.000 502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 60.000 506 6001 003 ROCK FILTER DAMS (INSTALL) (TY 1) LF 60.000 60.000 506 6011 003 ROCK FILTER DAMS (REMOVE) LF 60.000 900.000 506 6038 003 TEMP SEDMT CONT FENCE (INSTALL) LF 900.000 900.000 506 6039 003 TEMP SEDMT CONT FENCE (REMOVE) LF 900.000 533.000 530 6005 DRIVEWAYS (ACP) SY 533.000 80.000 530 6006 DRIVEWAYS (SURF TREAT) SY 80.000 500.000 542 6001 REMOVE METAL BEAM GUARD FENCE LF 500.000 4.000 544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 4.000 4.000 658 6073 INSTL OM ASSM (OM-2Y)(WC)GND(BI) EA 4.000
5820.000 662 6001 WK ZN PAV MRK NON-REMOV (W)4"(BRK) LF 5820.000 38200.000 662 6004 WK ZN PAV MRK NON-REMOV (W)4"(SLD) LF 38200.000 38200.000 662 6034 WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF 38200.000 1746.000 662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 1746.000 2480.000 662 6111 WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA 2480.000 5820.000 666 6299 RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) LF 5820.000 38200.000 666 6302 RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) LF 38200.000 38200.000 666 6314 RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) LF 38200.000 260.000 668 6074 PREFAB PAV MRK TY C (W) (12") (SLD) LF 260.000 108.000 668 6075 PREFAB PAV MRK TY C (W) (18") (SLD) LF 108.000
ESTIMATE & QUANTITY SHEET DIST COUNTY CCSJ SHEET13 MATAGORDA 0179-14-008 15
-
Estimate SheetESTIMATE SUMMARY
CONTROL 0179-14-008BS 35-H A
LT
ITEMCODE DESCRIPTION UNIT
TOTAL
EST FINAL EST FINAL EST FINAL EST FINALITEMCODE
DESCCODE
SPNO EST FINAL
44.000 668 6076 PREFAB PAV MRK TY C (W) (24") (SLD) LF 44.000 292.000 672 6007 REFL PAV MRKR TY I-C EA 292.000 479.000 672 6009 REFL PAV MRKR TY II-A-A EA 479.000 2.000 6001 6002 PORTABLE CHANGEABLE MESSAGE SIGN EA 2.000
CONTRACTOR FORCE ACCOUNT WORK (PART)EROSION CONTROL MAINTENANCE LS 1.000
CONTRACTOR FORCE ACCOUNT WORK (PART)SAFETY CONTINGENCY LS 1.000
ESTIMATE & QUANTITY SHEET DIST COUNTY CCSJ SHEET13 MATAGORDA 0179-14-008
201705160900215
16
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SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
SHEET 1 OF 1
0179 14
17
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
*
BEGIN END BEGIN END
LENGTH WIDTH WIDTH WIDTH WIDTH
FT FT FT FT FT
ITEM 247
*
GAL
0.40 GAL/SY
CRS-2P)
AC-10-2TR OR
(AC-15P OR
ASPH
LOCATIONSURFACE WIDTH
ROADWAY
BEGIN
WIDTH
FT
END
WIDTH
FT CY
1 CY/85 SY
GR - 3)
(TY - PE
AGGR
WIDTH INCLUDES 1/2 OF TAPER WHERE APPLICABLE
TOTALS
BEGIN
WIDTH
FT FT
WIDTH
END
MATAGORDA
008 BS 35-H
SHOULDER WIDENING SUMMARY
WIDTH
& CEMENT TRT
FLEX BASEITEM 316 PRIME
GAL
0.20 GAL/SY
(RC-250)
ASPH
CY
1 CY/140 SY
GR - 5)
(TY - E
AGGR
STA
END
STA
BEGIN
ITEM 275 CEM TRT
TON
3%
135#/CF
CEMENT
SY
(10")
(NEW BASE)
TREAT
CEMENT
CY
10"
(FNAL POS)
(RDWY DEL)
FLEX BASE
(TY E GR 1-2)
WIDTH
PRIME
BEGIN END
WIDTH WIDTH
FT FT
ITEM 316 OCST
WIDTH
OCST
WIDTH
1ST LIFT
ACPITEM 341 ITEM 341
BEGIN
WIDTH
FT FT
WIDTH
END
WIDTH
SURFACE
ACPITEM 341
48
48 48 1633+50 1645+50 1200.0 35.5 35.5 1314.8 71.9 4733.3 33 33 880 31.4 51 51 2720 80 50.5 50.5 740.7 49 49 718.7
28 1645+50 1652+50 700.0 35.5 15.5 550.9 30.1 1983.3 33 13 357.8 12.8 51 31 1275.6 37.5 50.5 30.5 346.5 49 29 333.7
576 1052.4
576
PA
TH:
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BS35_
PA
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ITEM 110 ITEM 132Baseline
Station
Area(SF) Volume(CY) Area(SF) Volume(CY)
- - - - Fill - - - -
Report Volume AreaEnd
Cross Section Set Name:
Alignment Name:
- - - - Cut - - - -
Report Created: 3/24/2017
SHOULDER WIDENING EARTHWORK SUMMARY
806 1212 Total:Grand
FI
LE:
BS
35
_R
DW
Y_
SU
M.
DG
N
1632+50 1633+50
1653+501652+50
100.0
TON
2"
PG 70-22
TY-D
D-GR HMA
TON
2"
PG 70-22
SAC-B
TY-D
D-GR HMA
48 48
102
2828
29.3
17.1
1
1
1
48 48
28 28
1
100.0 1
PGL TRANSITION AREA (2"-0")
1634+00.0000R1
1633+50.0000R1
1634+50.0000R1
1635+00.0000R1
1635+50.0000R1
1636+00.0000R1
1636+50.0000R1
1637+00.0000R1
1637+50.0000R1
1638+00.0000R1
1638+07.0000R1
1638+50.0000R1
1639+00.0000R1
1639+50.0000R1
1640+00.0000R1
1640+50.0000R1
1641+00.0000R1
1641+50.0000R1
1642+00.0000R1
1642+50.0000R1
1643+00.0000R1
1643+50.0000R1
1644+00.0000R1
1644+50.0000R1
1645+00.0000R1
1645+50.0000R1
1646+00.0000R1
1646+50.0000R1
1647+00.0000R1
1647+50.0000R1
1648+00.0000R1
1648+50.0000R1
1649+00.0000R1
1649+50.0000R1
1650+00.0000R1
1650+50.0000R1
1651+00.0000R1
1651+50.0000R1
1652+00.0000R1
1652+50.0000R1
24
25
17
8
8
9
8
7
4
5
5
5
9
7
9
7
9
9
11
12
15
17
24
21
16
6
4
7
7
9
11
13
13
13
14
15
16
14
14
13
0
45.6
39.1
23.2
14.7
16
15.7
13.8
10
8.2
1.3
7.8
13.4
15.4
14.8
14.7
15.2
17
18.4
21.3
25.1
29.4
37.6
40.8
33.5
20
9.1
9.8
12.7
15.2
18.9
21.9
24.1
24.1
25.1
27.2
28.4
27.2
25.3
25.2
6
0
8
30
34
35
39
40
52
96
104
51
27
29
24
23
22
25
21
15
8
4
2
2
4
12
14
4
7
5
4
3
2
1
0
0
0
0
0
0
0
5.8
7.4
35.3
58.9
63.2
68.2
73.5
85.5
137.2
26
124.1
73.1
52.4
48.8
43.2
42.1
43.7
42
33.3
22.1
11.7
6
4.3
6.1
14.9
23.7
16.5
9.8
10.7
8.8
6.5
4
2.3
0.7
0
0
0
0
0
TON
LEVEL-UP
PG 64-22
TY-D
D-GR HMA
SUMMARIES
ROADWAY
BU35_PXS
BU35
1866 6717 1238 44 3996 118 1134
*
BEGIN END
LENGTH WIDTH WIDTH
ITEM 341
LOCATIONSURFACE WIDTH
ROADWAY
BEGIN
WIDTH
END
WIDTH BEGIN END
WIDTH INCLUDES 1/2 OF TAPER WHERE APPLICABLE
TOTALS
FT FT FTFT FT STA STA
48 48 1517+00 1519+00 200.0 46 46 112.4
54 54 1519+00 1522+50 350.0 52 52 222.4
60 60 1522+50 1529+00 650.0 58 58 460.8
54 54 1529+00 1533+50 450.0 52 52 286
48 48 1533+50 1538+00 450.0 46 46 253
54 54 1538+00 1542+50 450.0 52 52 286
48 48 1542+50 1570+50 2800.0 46 46 1574.2
58 58 1570+50 1586+15 1565.0 53 53 1013.8
48 48 1586+15 1606+50 2035.0 46 46 1144.1
60 60 1606+50 1616+00 950.0 58 58 673.4
48 48 1616+00 1633+50 1750.0 46 46 983.9
28 28 1652+50 1688+00 3550.0 26 26 1128.1
28 44 1688+00 1690+00 200.0 26 42 83.1
44 44 1690+00 1708+00 1800.0 42 42 924
TON
PG70-22
SAC-B
TY-D
D-GR HMA
WIDTH
SURFACE
ACP
*
9145.2
ACP OVERLAY SUMMARY
-
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
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YK
MA
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EX\
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&E\ 017914008_
BS35_
PA
LA
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SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SHEET 1 OF 1
0179 14
18
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
MATAGORDA
008 BS 35-H
TOTALS 2
ITEM 542 ITEM 544
50
50
REMOVAL SUMMARY
LF
FENCE
GUARD
BEAM
METAL
REMOVE
EA
(REMOVE)
TREATMENT
END
GUARDRAIL
ITEM 496
LF
(RAIL)
STRUCTURE
REMOVE
500 4
4500
STA 1635+65 TO STA 1640+50EXISTING CULVERT HEADWALL
T6 METAL RAILING ATTACHED TO
LOCATION DESCRIPTION
1633+90 RT 1-18"x24' RCP W/ SET LT & RT1
11646+45 RT 1-24"x36' CMP W/ SET LT & RT
FI
LE:
BS
35
_MI
SC
_S
UM.
DG
N
DETAIL
STRUCTURE REPAIR
FLEXIBLE PAVEMENT
EXISTING 12" BASE
1'FOR PAVEMENT REPAIR
LIMITS OF PAYMENT
W/ OCST
PROP 10" TY B ACP
*
*LIMITS OF PAVEMENT REPAIR
PLACE OCST 1' (TYP) BEYOND
RATEDESCRIPTIONITEM NO.
AGGR (TY - PE GR - 3)
0.34 GAL/SY
1 CY/130 SY
1100 LBS/SY
MATERIAL INFORMATION AND RATES
FLEXIBLE PAVEMENT STRUCTURE REPAIR
(FOR CONTRACTORS INFO ONLY)
316
316
340
ASPH (AC-15P OR AC-10-2TR OR CRS-2P)
D-GR HMA (SQ) TY-B PG 64-22 (10")
*
*
FLEXIBLE PAVEMENT STRUCTURE REPAIR GENERAL NOTES
AND DETAIL
SUMMARIES
MISCELLANEOUS
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
NOT TO SCALE
ITEM 351
SY
(10")
REPAIR
STRUCTURE
PACEMENT
FLEXIBLE
LOCATION
AS DIRECTED 100
PAVEMENT REPAIR SUMMARY
* FOR CONTRACTORS INFORMATION ONLY
* **
TOTALS 52
32
USING BCS, SCP-MD, SCP-8, SETB-FW-0.
(HW=5 FT)(3:1)(C) LT & RT
PROPOSED 4 - 8' x 4' x 58' MBC W/ SET(TY I)(S=8 FT)
REMOVE EXISTING STRUCTURE.
EXIST 4 - 3' x 3' x 32' MBC W/ FLARED WINGS LT & RT.
LOCATION DESCRIPTION
ITEM 400
*
*
ITEM 402 ITEM 462
CY
EXCAV
STRUCT
CY
BKFL
STABIL
CEM
LF
PROTECT
EXCAV
TRENCH
LF
(8' x 4')
CULV
CONC BOX
ITEM 467
EA
(3:1)(C)
(HW=5FT)
(S=8FT)
SET(TY I)
FOR CONTRACTORS INFORMATION ONLY
CENTERLINE STRUCTURE SUMMARY
32
52.2250
250
232
232
8
8
ITEM 496
EA
CULVERT)
(BOX
STR
REMOV
1
1
STA 1638+26.83
TO
STA 1637+88.00
ITEM 104
82
SY
(PAV)
CONC
REMOVING
81.7
ITEM 658
EA
GND(BI)
(OM-2Y)(WC)
OM ASSM
INSTL
4
4
EA
(SMALL)
STRUCTURE
REMOVE
REMARKS
PROP NBI NO. 13-158-0-0179-14-112
THE ITEM 351.
SECTION TO ITS DESIRED DEPTH WILL BE CONSIDERED SUBSIDIARY TO
3. ALL WORK AND MATERIALS REQUIRED TO BRING THE REPAIRED PAVEMENT
2. THE TYPES OF MATERIALS SHALL CONFORM TO THE ROADWAY ITEMS.
1. THE ENGINEER WILL SELECT THE LOCATIONS.
05/12/2017
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11
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VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3
PA
TH:
T:\
YK
MA
NN
EX\
PS
&E\ 017914008_
BS35_
PA
LA
CI
OS
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
SHEET 1 OF 1
0179 14
19
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
MATAGORDA
008 BS 35-H
*
ITEM 247
*
ITEM 316 ITEM 530
REMARKS
DRIVEWAY SUMMARY
*
ITEM 316
OCST
120
284
80
SY
(SURF TRT)
DRIVEWAY
SY
(ACP)
DRIVEWAY
TOTALS 80533
*
ITEM 341
GAL
0.40 GAL/SY
ASPH
CY
BASE
FLEX
16.5
37.7
70.6
ITEM 464 ITEM 467
LF
(24")
(CL III)
RCP
EA
(6:1)(P)
(RCP)
(24 IN)
SET(TY II)
236
80 4
244
LOCATION
DRIVEWAY
STA 1634+15 LT
STA 1644+30 RT
STA 1649+95 LT
* FOR CONTRACTORS INFORMATION ONLY
10'
SECTION
FLEX BASE
PROP ROADWAY
NOTCH EXIST DRIVEWAY
SURFACE
EXISTING DRIVEWAY
ACP TAPER
2" TY D ACP
2" TY D ACP SURFACE
1
1
AND DETAILS
SUMMARY
DRIVEWAY
FI
LE:
BS
35
_D
WY
_S
UM
_D
ET
AI
LS.
DG
N
2" TY D ACP
CY
1 CY/85 SY
AGGR(GR3)
PRIME
CY
1 CY/140 SY
AGGR(GR5)
GAL
0.20 GAL/SY
ASPH
NOTES:
STA 1650+00 RT
5
10
5
12921.5
SECTION
FLEX BASE
PROP ROADWAY
2" TY D ACP
2" TY D ACP SURFACE
STA 1650+00 RT (ACP)
W/ PRIME & OCST
6" FLEX BASE
PROP DRIVEWAY
25.8 0.9 51.6 1.5 14.2
DRIVEWAY SURFACE
EDGE OF
PVMT
FOR DRIVEWAY
FLEX BASE W/ PRIME
PROPOSED DRIVEWAY
PROPOSED DRIVEWAY
DRIVEWAY SURFACE
EDGE OF
PVMT
OCST
2" TY D ACP
10'
SECTION
FLEX BASE
PROP ROADWAY
NOTCH EXIST DRIVEWAY
SURFACE
EXISTING DRIVEWAY
ACP TAPER
DRIVEWAY SURFACE
2" TY D ACP
2" TY D ACP SURFACE
1
FOR DRIVEWAY
FLEX BASE W/ PRIME
PROPOSED DRIVEWAY
OCST
STA 1644+30 RT (ACP)
STA 1634+15 LT (ACP)
STA 1649+95 LT (SURF TRT)
2.20.932.0
3.3
1.448.0
113.6
2.6 0.1
6.6 0.2
4.0 0.1
EMBANKMENT
PROP DRIVEWAY
SEE PLAN & PROFILE FOR MORE INFO
W/ SET(TY II)(24 IN)(RCP)(6:1)(P)
INSTALL 1-24"x44' RCP
SUBSIDIARY TO ITEM 530.
THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT IS
AS CORRESPONDS WITH SHOULDER WIDENING OPERATIONS.
NOTCH EXISTING DRIVEWAY AND PLACE FLEX BASE AND PRIME
1
1
41.5 39.0 1.3 245.5 7.1
2" TY D ACP
PROP DRIVEWAY
10'
ACP TAPER
2" TY D ACP
SEE PLAN & PROFILE FOR MORE INFO
EXTEND EXIST 24" RCP
NOT TO SCALE
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
1'
4" TYP
CLASS "A" CONC
(2" CLR TYP)
EQUIVALENT REINFORCEMENT
GA WIRE MESH OR
ONE TURN 6"x6"x6
CMP
OR PROP
EXIST
CMP
OR PROP
EXIST
REQUIRED IN FIELD.
PIPE TO BE CUT AS
PIPE COLLAR DETAIL
BID ITEMS.
WILL NOT BE PAID FOR DIRECTLY BUT SUBSIDIARY TO THE VARIOUS
3. DRIVEWAYS TO BE REMOVED AT STA 1633+90 RT AND STA 1646+45 RT
2. THE TYPES OF MATERIALS SHALL CONFORM TO THE ROADWAY ITEMS.
MATCH EXISTING DRIVEWAYS.
DURING ACTUAL CONSTRUCTION TO MEET FIELD CONDITIONS AND
1. DIMENSIONS FOR EACH DRIVEWAY ARE TYPICAL AND MAY VARY
2"-0" TY D ACP TAPER
PROP DRIVEWAY
2"-0" TY D ACP TAPER
2"-0" TY D ACP TAPER
TON
2"
PG 70-22
HMA TY-D
D-GR
05/12/2017
-
SHEET
NO.
HIGHWAY NO.
COUNTY
Texas Department of Transportation
FED.RD.DIV.NO.
STATE
CONT. SECT. JOB
DIST.
6
TEXAS YKM
ALL RIGHTS RESERVED
FEDERAL AID PROJECT NO.
11
LE
VE
LS
DISP
LA
YE
D
115
43
26
78
91
01
11
21
31
41
51
6
17
19
20
212
22
32
42
52
62
72
82
93
03
13
2
33
34
35
36
37
38
39
42
43
44
45
46
47
48
49
50
515
25
35
45
55
65
75
85
96
06
16
26
3 NOT TO SCALE
MATAGORDA
2017 BY TEXAS DEPARTMENT OF TRANSPORTATION
S
TAT
E OF TEXA
S
LICENSED
PR
O
FESSIONAL E
NGIN
EE
R
105989
AMANDA ANDERLE FLING
BS 35-H0080179 14
SHEET 1 OF 1
PA
TH:
T:\
YK
MA
NN
EX\
PS
&E\ 017914008_
BS35_
PA
LA
CI
OS
FI
LE:
BS
35
_T
CP.
DG
N
DETAIL A
WORK AREA
SHOULDER WIDENING
CONSTRUCTION SEQUENCING
CONSTRUCTION SEQUENCING GENERAL NOTES
SEQUENCING
AND CONSTRUCTION
BS 35-H CLOSURE TCP
20
1635+001640+001645+001650+00
CLOSED
ROAD
48"X30"
R11-2
ACROSS ROADWAY
TY 3 BARRICADES
CLOSEDROAD
48"X30"
R11-2
ACROSS ROADWAY
TY 3 BARRICADES
BARRICADE
TY 3
60"X30"
R11-4
BARRICADE
TY 3
60"X30"
R11-4
CULVERT STA 1637+88.00 - STA 1638+26.83
MARGERUM ST
60"X30"
R11-3a
LOCAL TRAFFIC ONLY
ROAD CLOSED
60"X30"
R11-3a
SH 35
BS 35-H
PALACIOS
AHEAD
CLOSED
ROAD
AHEADCLOSED
ROAD
12
TH
ST
N
SEE DETAIL A BELOW
CULVERT STA 1637+88.00 - STA 1638+26.83
MARINE CENTER DR
MA
RG
ER
UM
ST
48"X48"
CW20-3D
48"X48"
CW20-3D
THRU TRAFFIC
TO
ROAD CLOSED
LOCAL TRAFFIC ONLY
1/2 MILE AHEAD
ROAD CLOSED
AHEAD
CLOSED
ROAD
48"X48"
CW20-3D
PERRYMAN AVE
COLLINS DR
W/ TY 3 BARRICADE
60"X30"
R11-4
THRU TRAFFIC
TO
ROAD CLOSED
W/ TY 3 BARRICADE
60"X30"
R11-4
BUSINESS
TEXAS
35
48"X48"
CW20-2A
DETOUR
1500 FT
DETOUR
BUSINESS
TEXAS
35
24"X12"
M4-8
24"X12"
M4-3
24"X24"
M1-6T
NOTE: EXACT LOCATIONS OF SIGNS AND BARRICADES SHALL BE AS APPROVED.
10
TH
ST
USING DAILY LANE CLOSURES.
FROM STA 1517+00 TO STA 1708+00 AND COMPLETE THRU FINAL PAVEMENT MARKINGS
UPON COMPLETION OF ALL PAVEMENT REPAIR CONSTRUCT FINAL 2" TY D ACP SURFACE
FROM STA 1633+50 TO STA 1652+50 AND PLACE SHORT TERM PAVEMENT MARKINGS.
USING DAILY LANE CLOSURES, CONSTRUCT OCST AND 1ST 2" LIFT OF TY D ACP
BY THE ENGINEER.
USING DAILY LANE CLOSURES, CONSTRUCT AREAS OF PAVEMENT REPAIR AS DIRECTED
STA 1633+50 TO STA 1652+50 AND OPEN BS 35-H TO TRAFFIC.
THRU LEVEL-UP AND PRIME. PLACE SHORT TERM PAVEMENT MARKINGS FROM
CONSTRUCT PROPOSED SHOULDER WIDENING FROM STA 1633+50 TO STA 1652+50
STA 1637+88.00 TO STA 1638+26.83 AND SAFETY END TREATMENTS.
REMOVE EXISTING CULVERT STA 1638+07. CONSTRUCT PROPOSED CULVERT
IMPLEMENT ROAD CLOSURE FOR CULVERT REPLACEMENT AND SHOULDER WIDENING.
USE THE FOLLOWING SEQUENCE UNLESS OTHERWISE DIRECTED OR APPROVED.
TO STA 1652+50 UNTIL WHITE EDGELINE HAS BEEN STRIPED.
PLACE AND MAINTAIN 42 INCH CONES FROM STA 1633+50
PRIOR TO OPENING TO TRAFFIC.
PAVEMENT SHALL BE BACKFILLED WITH 3:1 SLOPE OR FLATTER
DURATION OF ROAD CLOSURE SHALL BE NO MORE THAN 28 CALENDAR DAYS.
INFORMATION ON SIGN SPACING.
AS APPROVED OR DIRECTED BY THE ENGINEER. SEE BC SHEETS FOR MORE
ALL LOCATIONS OF ROAD CLOSURE SIGNS AND TYPE 3 BARRICADES SHALL BE
AS APPROVED OR DIRECTED BY THE ENGINEER.
ADVANCE OF CLOSING BS 35-H. LOCATIONS AND MESSAGES OF PCMS SHALL BE
PROVIDE PORTABLE CHANGEABLE MESSAGE SIGNS(PCMS) AT LEAST 5 DAYS IN
2 MILES AHEAD
THRU TRAFFIC
TO
ROAD CLOSED
THRU TRAFFIC
TO
ROAD CLOSED
DETOUR24"X12"
M4-8
24"X12"
M4-3
24"X24"
M1-6T
21"X15"
M6-3
05/17/2017
-
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
TxDOT TxDOT TxDOT
HIGHWAY
SHEET NO.
C TxDOT
of this standard to other for
mats or for incorrect results or da
mages resulting fro
m its use.
kind is
made by
Tx
DO
T for any purpose
whatsoever.
Tx
DO
T assu
mes no responsibility for the conversion
The use of this standard is governed by the "
Texas
Engineering
Practice
Act".
No
warranty of any
DI
SC
LAI
ME
R:
CONTNovember 2002
FI
LE:
DA
TE:
95
SHEET 1 OF 12
AND REQUIREMENTS
GENERAL NOTES
BARRICADE AND CONSTRUCTION
4-03
9-07
5-10
7-13
StandardDivision
OperationsTraffic
BC(1)-14
8-14
bc-14.dgn
http://www.txdot.gov
THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT
COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD)
TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD)
STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD)
TRAFFIC ENGINEERING STANDARD SHEETS
MATERIAL PRODUCER LIST (MPL)
ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)"
DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS)
Phone (512) 416-3118
Traffic Operations Division - TE
Texas Department of Transportation
below or by contacting:
and their sources and may be found on-line at the web address given
Traffic Control Devices List" (CWZTCD) describes pre-qualified products
Only pre-qualified products shall be used. The "Compliant Work Zone
BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES:
or as approved by the Engineer.
right-of-way line as possible, or located behind a barrier or guardrail,
must be parked away from travel lanes. They should be as close to the
13. Inactive equipment and work vehicles, including workers' private vehicles
devices.
12. The Engineer has the final decision on the location of all traffic control
exists.
be in place only while work is actually in progress or a definite need
11. Except for devices required by Note 10, traffic control devices should
shall be erected at or near the CSJ limits.
strips. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs
solely of mobile operation work, such as striping or milling edgeline rumble
the TRAFFIC FINES DOUBLE sign will not be required on projects consisting
sign with plaque shall be erected in advance of the CSJ limits. However,
TEXT LATER (see Sign Detail G20-10T) and the WORK ZONE TRAFFIC FINES DOUBLE
10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TALK OR
appropriate traffic control devices to be used.
BC sheets are examples. As necessary, the Engineer will determine the most
9. The temporary traffic control devices shown in the illustrations of the
provide a detail to the Contractor before the sign is manufactured.
not shown in this manual shall be shown in the plans or the Engineer shall
"Standard Highway Sign Designs for Texas," latest edition. Sign details
8. All signs shall be constructed in accordance with the details found in the
justify the signing.
divided highways where median width will permit and traffic volumes
7. The Engineer may require duplicate warning signs on the median side of
revised to show appropriate work zone distance.
directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be
necessary warning signs as shown on these sheets, the TCP sheets or as
adjacent project is completed first, the Contractor shall erect the
redundant and the work areas appear continuous to the motorists. If the
FINES DOUBLE, and other advance warning signs if the signing would be
6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC
Design Manual" or engineering judgment.
"A Policy on Geometric Design of Highways and Streets," the TxDOT "Roadway
Association of State Highway and Transportation Officials (AASHTO),
applicable design criteria contained in manuals such as the American
5. Geometric design of lane shifts and detours should, when possible, meet the
the approximate location of any device without the approval of the Engineer.
control devices as shown in the plans. The Contractor may not move or change
4. The Contractor is responsible for installing and maintaining the traffic
sign and seal Contractor proposed changes.
by a licensed professional engineer for approval. The Engineer may develop,
3. The Contractor may propose changes to the TCP that are signed and sealed
responsibility of the Engineer.
2. The development and design of the Traffic Control Plan (TCP)is the
shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD).
The information contained in these sheets meet or exceed the requirements
devices, construction pavement markings, and typical work zone signs.
to show typical examples for placement of temporary traffic control
1. The Barricade and Construction Standard Sheets (BC sheets) are intended
WORKER SAFETY APPAREL NOTES:
considered for high traffic volume work areas or night time work.
performance for Class 2 or 3 risk exposure. Class 3 garments should be
Apparel," or equivalent revisions, and labeled as ANSI 107-2004 standard
the requirements of ISEA "American National Standard for High-Visibility
within the right-of-way shall wear high-visibility safety apparel meeting
1. Workers on foot who are exposed to traffic or to construction equipment
3.0" Radius, 1.25" Border, 0.75" Indent, Black on Yellow;
3.0" Radius, 1.25" Border, 0.75" Indent, Black on Orange;
.75"
1.5"
2"
2"
AND SYMBOL
BORDER
LEGEND,
BLACK
R=1.1"
.94
.94
.94
.94
.41
.42
.31" 1"
.67" .67"
1" .31"
9"
R=.44"
R=.79"
R=.13"
.31"
.31"
14"
.31"
1.14"
1.14"
R=.75"
2.57"
2.88"
1.17"
5.55"
17.5"
6.38"
1.68"1.68" 1.68"
8.38"
4.9" 19.7" 6" 24.5" 4.9"
3.25"
6"
D
12"
48"
4"
1.25"
3.5"
20"
36"
3.5"
5"
C
20" 20" 20"
3.5" 12" 2.8" 6.3"2.8" 11.7" 2.8" 14.6"3.5"
60"
1.25"
SIGN DETAIL (G20-10T)
5".
41
[STAY ALERT] Font: D
[TALK OR TEXT LATER] Font: C specified length;
WHITE
BLACK
WHITE
BACKGROUND
YELLOW
FLUORESCENT
COLORS:
LEGEND
BORDER AND
BLACK
BACKGROUND
FLUORESCENT
ORANGE
TxDOT
YKM MATAGORDA
BS 35-H008140179
21
-
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
TxDOT TxDOT TxDOT
HIGHWAY
SHEET NO.
C TxDOT
of this standard to other for
mats or for incorrect results or da
mages resulting fro
m its use.
kind is
made by
Tx
DO
T for any purpose
whatsoever.
Tx
DO
T assu
mes no responsibility for the conversion
The use of this standard is governed by the "
Texas
Engineering
Practice
Act".
No
warranty of any
DI
SC
LAI
ME
R:
CONT
bc-14.dgn
November 2002
FI
LE:
DA
TE:
96
SHEET 2 OF 12
R11-2
ROAD
CLOSED
XX
ROAD
WORK
AHEAD
END
ROAD WORK
END
ROAD WORK
CW20-1D
CW1-6
ROAD
WORK
AHEAD
CW20-1D
NAME
ADDRESS
CITY
STATE
CONTRACTOR
ROAD WORKNEXT X MILES
BEGIN
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
PR
OJ
EC
T
1 Block - City
1 Block - City
ROAD WORK
NEXT X MILESROAD WORK
END
ROAD WORK
NEXT X MILES
PR
OJ
EC
T
CROSSROAD
*
X
X
X
X
ROAD
WORK
AHEAD
END
ROAD WORK
END
ROAD WORKCW20-1D
NAME
ADDRESS
CITY
STATE
CONTRACTOR
WORK
ZONE
TRAFFIC
FINES
DOUBLEWHEN
WORKERS
ARE PRESENT
*
*
ROAD WORK
BEGIN
T-INTERSECTION
ROAD
WORK
AHEAD
CW20-1D
CW20-1D
CW20-1D
3X
3X
XX
ROAD WORK
NEXT X MILES
ROAD WORK
NEXT X MILES
NEXT X MILES
INTERSECTED
ROADWAY 1000'-1500' - Hwy
1000'-1500' - Hwy
CSJ Limit
CSJ Limit
XXXXX
XXXXX
*
1,5,6
X
X
TYPICAL LOCATION OF CROSSROAD SIGNS
X
X
WORK
ZONE
TRAFFIC
FINES
DOUBLEWHEN
WORKERS
ARE PRESENT
WORK
ZONE
TRAFFIC
FINES
DOUBLEWHEN
WORKERS
ARE PRESENT
R20-5T
G20-5T
G20-5T
CW1-4R
WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITSSAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS
**
**
**
**
**
****
**
**
SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS
CW1-4L
**
CW20-1E
WORK
ROADG20-5T
/ MILE1
2
NEXT X MILES
*
*
TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING
30
MPH
35
40
45
50
55
60
320
400
500
600
Posted
Speed
Sign
Spacing
(Apprx.)
2
65 700
70 800
3
**
2
2
2
"X"
Feet
120
160
240
75 900 2
80 1000 2
SPACINGSIZE
4
9-07
DevicesChannelizing
DevicesChannelizing
min.
80'
AREAWORK
Limit
CSJ
1 and 4)
see Note
(Optional
1 and 4)
see Note
(Optional
G20-2
G20-1aT
G20-1aT
NEXT X MILES
G20-2
CW13-1P
SPACEWORK
CW13-1PMPH
MPH
G20-2
SPACEWORK
Channelizing Devices
LEGEND
Sign
Type 3 Barricade
spacing requirements.
TMUTCD for sign
Spacing chart or the
Warning Sign Size and
See Typical Construction
G20-1bTRG20-1bTL
R20-5T
R20-5aTPG20-6T
G20-2
R20-5aTP
R20-5T
G20-5aPG20-5aP
G20-2
G20-6T
channelizing devices
Type 3 Barricade or
devices
channelizing
Barricade or
Type 3
G20-6T
GENERAL NOTES
or Series
Number
Sign
Freeway
Expressway/
Road
Conventional
CW20
CW21
CW22 48" x 48" 48" x 48"
CW23
CW25
CW1, CW2,
CW7, CW8, 36" x 36" 48" x 48"
CW9, CW11,
CW14
CW3, CW4,
CW5, CW6, 48" x 48" 48" x 48"
CW8-3,
CW10, CW12
CSJ LIMITS AT T-INTERSECTION
R20-3T
**
TxDOT
G20-5aP
R20-5aTP
7-13
StandardDivision
OperationsTraffic
X
channelizing devices.
within the project limits. See the applicable TCP sheets for exact location and spacing of signs and
"ROAD WORK AHEAD"(CW20-1D)signs are placed in advance of these work areas to remind drivers they are still
When extended distances occur between minimal work spaces, the Engineer/Inspector should ensure additional
(G20-1bTR)" signs shall be replaced by the detour signing called for in the plans.
The "ROAD WORK NEXT X MILES" left arrow(G20-1bTL) and "ROAD WORK NEXT X MILES" right arrow
NAME"(G20-6T) sign behind the Type 3 Barricades for the road closure (see BC(10) also).
2. If construction closes the road at a T-intersection the Contractor shall place the "CONTRACTOR
being performed at or near an intersection.
such as a flagger and accompanying signs, or other signs, that should be used when work is
1. The Engineer will determine the types and location of any additional traffic control devices,
PROJECT LIMIT
BARRICADE AND CONSTRUCTION
WARNING
SIGNS
STATE LAW
OBEY
**R20-3T*
WARNING
SIGNS
STATE LAW
OBEY
WORK
ZONE
TRAFFIC
FINES
DOUBLEWHEN
WORKERS
ARE PRESENT
BEGIN**G20-9TP
**R20-5T
**R20-5aTP
the plans or as determined by the Engineer/Inspector, shall be in place.
6. When work occurs in the intersection area, appropriate traffic control devices, as shown elsewhere in
5. Additional traffic control devices may be shown elsewhere in the plans for higher volume crossroads.
will determine whether a roadway is considered high volume.
motorists of the length of construction in either direction from the intersection. The Engineer
4. The "ROAD WORK NEXT X MILES"(G20-1aT)sign shall be required at high volume crossroads to advise
Zone Standard Sheets.
location and spacing of any sign not shown on the BC sheets, Traffic Control Plan sheets or the Work
be considered part of the minimum requirements. The Engineer/Inspector will determine the proper
AHEAD, LOOSE GRAVEL, or other appropriate signs. When additional signs are required, these signs will
3. Based on existing field conditions, the Engineer/Inspector may require additional signs such as FLAGGER
in the plans.
crossroads. The Engineer will determine whether a road is low volume. This information shall be shown
Texas" manual for sign details. The Engineer may omit the advance warning signs on low volume
"Typical Construction Warning Sign Size and Spacing"). See the "Standard Highway Sign Designs for
with the reduced size 36" x 18" "END ROAD WORK"(G20-2) sign on low volume crossroads (see Note 4 under
2. The Engineer may use the reduced size 36" x 36" ROAD WORK AHEAD (CW20-1D) sign mounted back to back
(G20-2) "END ROAD WORK" sign, unless noted otherwise in plans.
1. The typical minimum signing on a crossroad approach should be a "ROAD WORK AHEAD" (CW20-1D)sign and a
SPEED
LIMIT
XX
X
*
location
with sign
coordinate
line should
NO-PASSING
Beginning of SPEED
LIMIT
XX*
R2-1
R2-1
BC(2)-14
8-14
R2-1
SPEED
LIMIT
XX**
X
G20-10T
XX
CW1-4L
MPHCW13-1PNAME
ADDRESS
CITY
STATE
CONTRACTOR
ROAD WORKNEXT X MILES
BEGIN
*
**
*
NOTES
* the end of the work zone. Contractor will install a regulatory speed limit sign at
Control Plan.
and other signs or devices as called for on the Traffic
Area for placement of "ROAD WORK AHEAD" (CW20-1D)sign
consisting solely of mobile operations work.
FINES DOUBLE signs will not be required on projects
Required CSJ Limit signing. See Note 10 on BC(1). TRAFFIC
if workers are present.
lying outside the CSJ Limits where traffic fines may double
motorist of entering or leaving a part of the work zone
signs are required outside the CSJ Limits. They inform the
shall be used as shown on the sample layout when advance
The "BEGIN WORK ZONE"(G20-9TP) and "END WORK ZONE" (G20-2bT)
No decimals shall be used.
to the nearest whole mile with the approval of the Engineer.
This distance shall replace the "X" and shall be rounded
WORK NEXT X MILES"(G20-5T)sign for each specific project.
to be placed on the G20-1 series signs and "BEGIN ROAD
The Contractor shall determine the appropriate distance
DO
NOT
PASS
appropriate) (as R4-1
sizes.
Sign Designs for Texas" manual for complete list of available sign design
6. See sign size listing in "TMUTCD", Sign Appendix or the "Standard Highway
5. Only diamond shaped warning sign sizes are indicated.
Location of Crossroad Signs".
crossroads at the discretion of the Engineer. See Note 2 under "Typical
4. 36" x 36" "ROAD WORK AHEAD" (CW20-1D)signs may be used on low volume
or more advance warning.
3. Distance between signs should be increased as required to have 1/2 mile
advance warning.
2. Distance between signs should be increased as required to have 1500 feet
1. Special or larger size signs may be used as necessary.
work area and/or distance between each additional sign.
Minimum distance from work area to first Advance Warning sign nearest the
(TMUTCD) typical application diagrams or TCP Standard Sheets.
see Part 6 of the "Texas Manual on Uniform Traffic Control Devices"
For typical sign spacings on divided highways, expressways and freeways,
G20-10T
SPEED
LIMIT
R2-1
XX**
X X
X
**
*G20-2bT
END
WORK ZONE
**
(See note 2 below)
May be mounted on back of "ROAD WORK AHEAD"(CW20-1D) sign with approval of Engineer.
YKM MATAGORDA
BS 35-H008140179
22
-
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
TxDOT TxDOT TxDOT
HIGHWAY
SHEET NO.
C TxDOT
of this standard to other for
mats or for incorrect results or da
mages resulting fro
m its use.
kind is
made by
Tx
DO
T for any purpose
whatsoever.
Tx
DO
T assu
mes no responsibility for the conversion
The use of this standard is governed by the "
Texas
Engineering
Practice
Act".
No
warranty of any
DI
SC
LAI
ME
R:
CONT
bc-14.dgn
November 2002
FI
LE:
DA
TE:
97
SHEET 3 OF 12
TxDOT
9-07
7-13
StandardDivision
OperationsTraffic
WORK ZONE SPEED LIMIT
BARRICADE AND CONSTRUCTION
SPEED
LIMIT
60
SPEED
LIMIT
70
TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS
WORK
ZONE
SPEED
LIMIT
60
WORK
ZONEWORK
ZONE
SPEED
LIMIT
70
(750' - 1500') (750' - 1500')
R2-1
R2-1
R2-1R2-1
Reduced speeds should only be posted in the vicinity
of work activity and not throughout the entire project.
LIMIT
SPEED
CW3-5
See General Note 4
60
and approved by the Texas Transportation Commission, or by City Ordinance when within Incorporated City Limits.
Work zone speed limits shall be regulatory, established in accordance with the "Procedures for Establishing Speed Zones,"
or covered during periods when they are not needed.
Regulatory work zone speed signs (R2-1) shall be removed
signing.
additional advance
See BC(2) for
one direction only.
Signing shown for
LIMITS
CSJ
Note 4
See General
LIMIT
SPEED
CW3-5
60
G20-5aP
G20-5aP
SPEED
LIMIT
60
GENERAL NOTES
GUIDANCE FOR USE:
mounting height.
3. Speed zone signs are illustrated for one direction of travel and are normally posted
for each direction of travel.
40 mph and greater 0.2 to 2 miles
35 mph and less 0.2 to 1 mile
5. Regulatory speed limit signs shall have black legend and border on a white reflective
B. Flagger stationed next to sign.
A. Law enforcement.
C. Portable changeable message sign (PCMS).
This type of work zone speed limit should be included on the design of
the traffic control plans when restricted geometrics with a lower design
speed are present in the work zone and modification of the geometrics to
a higher design speed is not feasible.
Work activity may also be defined as a change in the roadway that requires
a reduced speed for motorists to safely negotiate the work area, including:
a) rough road or damaged pavement surface
b) substantial alteration of roadway geometrics (diversions)
c) construction detours
d) grade
e) width
As long as any of these conditions exist, the work zone speed limit signs
SHORT TERM WORK ZONE SPEED LIMITS
the traffic control plans when workers or equipment are not behind concrete
f) other conditions readily apparent to the driver
projects where speed control is of major importance.
E. Speed monitor trailers or signs.
D. Low-power (drone) radar transmitter.
(See Removing or Covering on BC(4)).
Long/Intermediate Term Work Zone Speed Limit signs, when approved as described
above, should be posted and visible to the motorist when work activity is present.
motorists only when work activity is present. When work activity is not
present, signs shall be removed or covered.
Short Term Work Zone Speed Limit signs should be posted and visible to the
background (See "Reflective Sheeting" on BC(4)).
4. Frequency of work zone speed limit signs should be:
8. Techniques that may help reduce traffic speeds include but are not limited to:
2. Regulatory work zone speed limit signs shall be placed on supports at a 7 foot minimum
should remain