Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 1 DIVISION8.GR8 Miscellaneous Construction 1 2 8-01.GR8 Erosion Control and Water Pollution Control 3 4 8-01.3.GR8 Construction Requirements 5 6 8-01.3(1).GR8 General 7 8 8-01.3(1).INST1.GR8 (The tenth paragraph of Section 8-01.3(1) is revised to 9 read) 10 Must use once preceding any of the following: 11 12 8-01.3(1).OPT1.GR8 (Erodible Soil Eastern Washington) 13 (January 25, 2010) 14 Use for projects east of the Cascade range in areas 15 receiving 12 inches or less annual precipitation. Do not 16 use if any portion of the project lies in areas that 17 receive more than 12 inches of annual precipitation. 18 See 19 https://www.wsdot.wa.gov/publications/fulltext/Hydrauli 20 cs/Wa_MeanAnnualPrecip.pdf for precipitation map. 21 22 8-01.3(1).INST2.GR8 (Section 8-01.3(1) is supplemented with the following) 23 Must use once preceding any of the following: 24 25 8-01.3(1).OPT8.FR8 (Side Slope Treatment) 26 (April 1, 2002) 27 Use on projects where erodible soils are anticipated 28 and it is desired to have the newly exposed slopes 29 walked before final erosion control can be 30 accomplished, in accordance with recommendation 31 from environmental office. 32 (1 fill-in) 33 34 8-01.3(1)B.GR8 Erosion and Sediment Control (ESC) Lead 35 36 8-01.3(1)B.INST1.GR8 (Section 8-01.3(1)B is revised to read) 37 Must use once preceding any of the following: 38 39 8-01.3(1)B.OPT1.GR8 (Non-Permit with ESC Lead) 40 (May 28, 2020) 41 Use on projects without a CSWGP but with ESC 42 Lead Item. 43 44 8-01.3(1)C.GR8 Water Management 45 46 8-01.3(1)C4.GR8 Management of Off-Site Water 47 48 8-01.3(1)C4.INST1.GR8 (Section 8-01.3(1)C4 is supplemented with the 49 following) 50 Must use once preceding any of the following: 51 52 8-01.3(1)C4.OPT1.FR8 (Off-site stormwater routed through or around 53
Transcript
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 1
DIVISION8.GR8 Miscellaneous Construction 1 2 8-01.GR8 Erosion Control and Water Pollution Control 3
4 8-01.3.GR8 Construction Requirements 5
6 8-01.3(1).GR8 General 7 8
8-01.3(1).INST1.GR8 (The tenth paragraph of Section 8-01.3(1) is revised to 9 read) 10 Must use once preceding any of the following: 11
(January 25, 2010) 14 Use for projects east of the Cascade range in areas 15 receiving 12 inches or less annual precipitation. Do not 16 use if any portion of the project lies in areas that 17 receive more than 12 inches of annual precipitation. 18 See 19 https://www.wsdot.wa.gov/publications/fulltext/Hydrauli20 cs/Wa_MeanAnnualPrecip.pdf for precipitation map. 21
22 8-01.3(1).INST2.GR8 (Section 8-01.3(1) is supplemented with the following) 23
Must use once preceding any of the following: 24 25
8-01.3(1).OPT8.FR8 (Side Slope Treatment) 26 (April 1, 2002) 27 Use on projects where erodible soils are anticipated 28 and it is desired to have the newly exposed slopes 29 walked before final erosion control can be 30 accomplished, in accordance with recommendation 31 from environmental office. 32 (1 fill-in) 33
34 8-01.3(1)B.GR8 Erosion and Sediment Control (ESC) Lead 35
36 8-01.3(1)B.INST1.GR8 (Section 8-01.3(1)B is revised to read) 37
Must use once preceding any of the following: 38 39
8-01.3(1)B.OPT1.GR8 (Non-Permit with ESC Lead) 40 (May 28, 2020) 41 Use on projects without a CSWGP but with ESC 42 Lead Item. 43
44 8-01.3(1)C.GR8 Water Management 45
46 8-01.3(1)C4.GR8 Management of Off-Site Water 47
48 8-01.3(1)C4.INST1.GR8 (Section 8-01.3(1)C4 is supplemented with the 49
following) 50 Must use once preceding any of the following: 51
52 8-01.3(1)C4.OPT1.FR8 (Off-site stormwater routed through or around 53
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Project site) 1 (August 6, 2012) 2 Use when there are known locations where 3 stormwater enters the project site and it is 4 desired to prevent this stormwater from flowing 5 uncontrolled through the project site. 6 (1 fill-in) 7
8 8-01.3(2).GR8 Temporary Seeding and Mulching 9
10 8-01.3(2)B.GR8 Temporary Seeding 11
12 8-01.3(2)B.INST1.GR8 (Section 8-01.3(2)B is supplemented with the following) 13
Must use once preceding any of the following: 14 15
8-01.3(2)B.OPT1.FR8 (Composition, proportion, quality and application 16 rate of grass seed) 17 (August 4, 2014) 18 Use on projects where a common, non-native or 19 non-source-identified seed can be used. This 20 mix will generally be used within urban areas on 21 small areas of disturbance. The fill-ins for the 22 seed should be provided by the Region 23 Landscape Architect or Headquarters Roadside 24 and Site Development for regions without a 25 Landscape Architect. 26 (2 fill-ins) (Fill-ins with dollar signs only are to be 27 used as required) 28 29
8-01.3(2)B.OPT2.FR8 (Composition, proportion, quality and 30 application rate of grass seed) 31 (August 4, 2014) 32 Use in projects where the Region Landscape 33 Architect recommends source identified (local 34 genetics) native seed. The fill-ins should be 35 provided by the Region Landscape Architect or 36 Headquarters Roadside and Site Development 37 for regions without a Landscape Architect. 38 (3 fill-ins) (Fill-ins with dollar signs only are to be 39 used as required.) 40 41
8-01.3(2)B.OPT3.GR8 (Seeding by hand) 42 (September 3, 2019) 43 Use in projects with seeding and fertilizing of less 44 than 1 acre, the use of mechanical equipment 45 would not be cost effective, or on remote projects 46 with many small areas. 47 48
8-01.3(2)B.OPT4.FR8 (One application of fertilizer) 49 (January 3, 2006) 50 Use in projects requiring only one application of 51 fertilizer. 52 (4 fill-ins) (The fill-ins for the fertilizer itself 53 should be by consulting the State Horticulturist, 54
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the Region Landscape Architect, or 1 Headquarters Roadside and Site Development. 2 Fill-in $$4$$ should be 2/3 the amount of 3 nitrogen in fill-in $$1$$.) 4 5
8-01.3(2)B.OPT8.FR8 (Composition, proportion, quality and application 6 rate of grass seed) 7 (August 4, 2014) 8 Use in projects where the Region Landscape 9 Architect recommends native seed that is not 10 source identified. The fill-ins should be provided 11 by the Region Landscape Architect or 12 Headquarters Roadside and Site Development 13 for regions without a Landscape Architect. 14 (3 fill-ins) 15
16 8-01.3(2)D.GR8 Temporary Mulching 17 18
8-01.3(2)D.INST1.GR8 (Section 8-01.3(2)D is supplemented with the 19 following) 20 Must use once preceding any of the following: 21
22 8-01.3(2)D.OPT1.FR8 (Type and rate of application of mulch) 23
(January 5, 2015) 24 Use in projects requiring the application of mulch 25 when the application rate per acre or the 26 allowable pounds in any single lift are revised 27 from the Standard Specifications. 28 (3 fill-ins) 29
30 8-02.GR8 Roadside Restoration 31
32 8-02.1.GR8 Description 33
34 8-02.1.INST1.GR8 (Section 8-02.1 is supplemented with the following) 35
Must use once preceding any of the following: 36 37
8-02.1.OPT1.GR8 (Removal of Buried Man-Made Debris) 38 (August 4, 2014) 39 Use on projects that include soil amendment, and/or 40 irrigation systems, and where man-made construction 41 debris is known or suspected to exist. Requires the 42 approval of the Region Construction Manager. Must 43 include 8-02.3(5).OPT4.GR8 and 8-02.5.OPT2.GR8. 44
45 8-02.1.OPT2.GR8 (Biotic Soil Amendments) 46
(April 1, 2019) 47 Use on projects to amend poor quality soils (which have a 48 lack of organic matter and little to no bioactivity) using 49 Biotic Soil Amendments (BSAs). Should only be used if 50 the soil is determined to be deficient from the results of a 51 soil organic matter test or the soil analysis and the 52 application of compost or topsoil is not possible due to 53 steepness or access. Use requires the approval of the 54
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Region Landscape Architect or the HQ Region Liaison 1 Landscape Architect. 2 Must also use 8-02.2.OPT2.GR8, 8-02.3.OPT1.GR8, 8-3 02.4.OPT2.GR8, and 8-02.5.OPT4.FR8. 4
5 8-02.2.GR8 Materials 6 7
8-02.2.INST1.GR8 (Section 8-02.2 is supplemented with the following) 8 Must use once preceding the following: 9
(January 3, 2011) 12 Use in projects that include “conservation grade” plant 13 material in the plant list. Use requires approval of the 14 Region Landscape Architect or HQ Region Liaison 15 Landscape Architect. 16 17
8-02.2.OPT2.GR8 (Biotic Soil Amendments) 18 (April 1, 2019) 19 Use on projects to amend poor quality soils (which have a 20 lack of organic matter and little to no bioactivity) using 21 Biotic Soil Amendments (BSAs). Should only be used if 22 the soil is determined to be deficient from the results of a 23 soil organic matter test or the soil analysis and the 24 application of compost or topsoil is not possible due to 25 steepness or access. Use requires the approval of the 26 Region Landscape Architect or the HQ Region Liaison 27 Landscape Architect. 28 Must also use 8-02.1.OPT2.GR8, 8-02.3.OPT1.GR8, 8-29 02.4.OPT2.GR8, and 8-02.5.OPT4.FR8. 30
31 8-02.2(9-14).GR8 (Erosion Control and Roadside Planting) 32
33 8-02.2(9-14).INST1.GR8 (Section 9-14 is supplemented with the following) 34
Must use once preceding the following: 35 36
8-02.2(9-14).OPT1.FR8 (Weed Barrier Mats) 37 (January 3, 2011) 38 Use in projects requiring weed barrier mats. 39 (1 fill-in) Fill-in is the staple length. 40 Contact the Region Landscape Architect or HQ Region 41 Liaison Landscape Architect for fill-in information. 42
43 8-02.2(9-14.2).GR8 (Topsoil) 44
45 8-02.2(9-14.2(1)).GR8 (Topsoil Type A) 46
(Section 9-14.1(1) is supplemented with the 47 following) 48 Must use once preceding any of the following: 49
50 8-02.2(9-14.2(1)).OPT1.FR8 (August 7, 2017) 51
For use on projects where Topsoil Type A 52 is needed for stormwater BMPs and for 53 plant growth and establishment. Contact 54
Use when the contract has less than100 13 yards of compost, or less than 30 working 14 days and 100 yards of compost or greater. 15 16
8-02.2(9-14.5(8)).OPT2.GR8 (September 3, 2019) 17 May be used to allow biosolids compost on 18 projects that do not use compost on 19 stormwater BMPs. Use with concurrence 20 of the Hydraulics Engineer. 21
22 8-02.3.GR8 Construction Requirements 23
24 8-02.3.INST1.GR8 (Section 8-02.3 is supplemented with the following) 25
Must use once preceding any of the following: 26 27
8-02.3.OPT1.GR8 (Biotic Soil Amendments) 28 (April 1, 2019) 29 Use on projects to amend poor quality soils (which have a 30 lack of organic matter and little to no bioactivity) using 31 Biotic Soil Amendments (BSAs). Should only be used if 32 the soil is determined to be deficient from the results of a 33 soil organic matter test or the soil analysis and the 34 application of compost or topsoil is not possible due to 35 steepness or access. Use requires the approval of the 36 Region Landscape Architect or the HQ Region Liaison 37 Landscape Architect. 38 Must also use 8-02.1.OPT2.GR8, 8-02.2.OPT2.GR8, 8-39 02.4.OPT2.GR8, and 8-02.5.OPT4.FR8. 40
41 8-02.3(4).GR8 Topsoil 42
43 8-02.3(4)A.GR8 Topsoil Type A 44
45 8-02.3(4)A.INST1.GR8 (Section 8-02.3(4)A is supplemented with the following) 46
Must use once preceding any of the following: 47 48
8-02.3(4)A.OPT1.FR8 (Topsoil Type A) 49 (August 3, 2015) 50 Must include with 8-02.2(9-14.2(1)).OPT1.FR8. 51 (1 fill-in) 52
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8-02.3(5).GR8 Roadside Seeding, Lawn and Planting Area Preparation 1 2
8-02.3(5).INST1.GR8 (Section 8-02.3(5) is supplemented with the following) 3 Must use once preceding any of the following: 4
5 8-02.3(5).OPT1.FR8 (Application of Compost) 6
(August 5, 2013) 7 Include when no incorporation of compost is required. 8 (1 fill-in) 9
10 8-02.3(5).OPT2.FR8 (Application of Compost) 11
(August 5, 2013) 12 Include when compost is to be incorporated into the 13 soil and irrigation lines are included in the Contract. 14 (2 fill-ins) 15
16 8-02.3(5).OPT3.FR8 (Application of Compost) 17
(August 5, 2013) 18 Include when compost is to be incorporated onto the 19 soil and there are no irrigation lines included in the 20 Contract. 21 (2 fill-ins). 22 23
8-02.3(5).OPT4.GR8 (Removal of Buried Man-Made Debris) 24 (August 4, 2014) 25 Must include with 8-02.1.OPT1.GR8 and 8-26 02.5.OPT2.GR8. 27
28 8-02.3(6).GR8 Soil Amendments 29
30 8-02.3(6)B.GR8 Fertilizers 31
32 8-02.3(6)B.INST1.GR8 (Section 8-02.3(6)B is supplemented with the 33
following) 34 Must use once preceding any of the following: 35
36 8-02.3(6)B.OPT1.FR8 (One application of fertilizer) 37
(September 3, 2019) 38 Use in projects requiring only one application of 39 fertilizer. 40 (4 fill-ins) (The fill-ins for the fertilizer itself 41 should be by consulting the State Horticulturist, 42 the Region Landscape Architect, or 43 Headquarters Roadside and Site Development. 44 Fill-in $$4$$ should be 2/3 the amount of 45 nitrogen in fill-in $$1$$.) 46
47 8-02.3(6)B.OPT2.FR8 (More than one application of fertilizer) 48
(September 3, 2019) 49 Use in projects when the Region Landscape 50 Arch. recommends more than one fertilizer 51 application. 52 (7 fill-ins) (The fill-ins for the fertilizer itself should 53 be by consulting the Region Landscape 54
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Architect, or Headquarters Roadside and Site 1 Development. Fill-in $$7$$ should be 2/3 the 2 amount of nitrogen in fill-in $$4$$.) 3
4 8-02.3(6)B.OPT3.GR8 (Fertilizing by hand) 5
(September 3, 2019) 6 Must include with 8-02.3(9)B.OPT2.GR8. 7 Use in projects with seeding and fertilizing of less 8 than 1 acre, the use of mechanical equipment 9 would not be cost effective, or on remote projects 10 with many small areas. 11
12 8-02.3(6)B.OPT4.FR8 (Fertilizer Application in Eastern Washington) 13
(September 3, 2019) 14 Use this GSP for projects in eastern Washington 15 where soils tests show excess potassium and 16 phosphorous and high pH. 17
18 8-02.3(8).GR8 Planting 19 20
8-02.3(8).INST1.GR8 (Section 8-02.3(8) is supplemented with the following) 21 Must use once preceding any of the following: 22
23 8-02.3(8).OPT1.FR8 (February 25, 2013) 24
Must use when the project requires a U.S. Army Corps 25 of Engineers Nationwide Permit. Use the 26 Environmental Commitment Meeting to determine 27 applicability of this provision for the project. 28 (1 fill-in) 29
30 8-02.3(9)B.GR8 Seeding and Fertilizing 31
32 8-02.3(9)B.INST1.GR8 (Section 8-02.3(9)B is supplemented with the 33
following) 34 Must use once preceding any of the following: 35
36 8-02.3(9)B.OPT1.FR8 (Composition, proportion, quality and 37
application rate of grass seed) 38 (September 3, 2019) 39 Use in projects where the Region Landscape 40 Architect recommends source identified (local 41 genetics) native seed. The fill-ins should be 42 provided by the Region Landscape Architect or 43 Headquarters Roadside and Site Development 44 for regions without a Landscape Architect. 45 (3 fill-ins) (Fill-ins with dollar signs only are to be 46 used as required.) 47 48
8-02.3(9)B.OPT2.GR8 (Seeding by hand) 49 (September 3, 2019) 50 Use in projects with seeding and fertilizing of less 51 than 1 acre, the use of mechanical equipment 52 would not be cost effective, or on remote projects 53 with many small areas. 54
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1 8-02.3(9)B.OPT3.FR8 (Composition, proportion, quality and application 2
rate of grass seed) 3 (September 3, 2019) 4 Use in projects where the Region Landscape 5 Architect recommends native seed that is not 6 source identified. The fill-ins should be provided 7 by the Region Landscape Architect or 8 Headquarters Roadside and Site Development 9 for regions without a Landscape Architect. 10 (3 fill-ins) 11
12 8-02.3(11).GR8 Mulch 13
14 8-02.3(11).INST1.GR8 (Section 8-02.3(11) is supplemented with the following) 15
Must use once preceding any of the following: 16 17
8-02.3(11).OPT1.FR8 (Placement of Bark or Wood Chip ) 18 (April 2, 2012) 19 Use in projects requiring bark and wood chip mulch. 20 Use requires approval of the Region Landscape 21 Architect or HQ Region Liaison Landscape Architect. 22
23 8-02.3(11)A.GR8 Mulch for Seeding Areas 24
25 8-02.3(11)A.INST1.GR8 (Section 8-02.3(11)A is supplemented with the 26
following) 27 Must use once preceding any of the following: 28
29 8-02.3(11)A.OPT1.FR8 (Type and rate of application of mulch) 30
(September 3, 2019) 31 Use in projects requiring the application of mulch 32 when the application rate per acre or the 33 allowable pounds in any single lift are revised 34 from the Standard Specifications. 35 (3 fill-ins) 36
37 8-02.3(13).GR8 Plant Establishment 38
39 8-02.3(13).INST1.GR8 (Section 8-02.3(13) is supplemented with the following) 40
Must use once preceding any of the following: 41 42
8-02.3(13).OPT1.GR8 (January 5, 2015) 43 Use in projects with multiple year plant establishment. 44 Must include with 8-02.5.OPT1.GR8. 45
46 8-02.4.GR8 Measurement 47
48 8-02.4.INST1.GR8 (Section 8-02.4 is supplemented with the following) 49
Must use once preceding any of the following: 50 51
8-02.4.OPT1.GR8 (January 5, 2015) 52 Use in projects where Topsoil, Compost, Soil 53 Amendments, or Bark or Wood Chip Mulch is applied 54
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around trees or shrub beds, or in areas of less than one 1 acre. Must include with 8-02.5.OPT3.GR8. 2
3 8-02.4.OPT2.GR8 (Biotic Soil Amendments) 4
(April 1, 2019) 5 Use on projects to amend poor quality soils (which have a 6 lack of organic matter and little to no bioactivity) using 7 Biotic Soil Amendments (BSAs). Should only be used if 8 the soil is determined to be deficient from the results of a 9 soil organic matter test or the soil analysis and the 10 application of compost or topsoil is not possible due to 11 steepness or access. Use requires the approval of the 12 Region Landscape Architect or the HQ Region Liaison 13 Landscape Architect. 14 Must also use 8-02.1.OPT2.GR8, 8-02.2.OPT2.GR8, 8-15 02.3.OPT1.GR8, and 8-02.5.OPT4.FR8. 16
17 8-02.5.GR8 Payment 18
19 8-02.5.INST1.GR8 (Section 8-02.5 is supplemented with the following) 20
Must use once preceding any of the following: 21 22
8-02.5.OPT1.GR8 (January 5, 2015) 23 Must include with 8-02.3(13).OPT1.GR8. 24
25 8-02.5.OPT2.GR8 (Removal of Buried Man-Made Debris) 26
(August 4, 2014) 27 Must include with 8-02.1.OPT1.GR8 and 8-28 02.3(5).OPT4.GR8. 29 30
8-02.5.OPT3.GR8 (January 5, 2015) 31 Use in projects where Topsoil, Compost, Soil 32 Amendments, or Bark or Wood Chip Mulch is applied 33 around trees or shrub beds, or in areas of less than one 34 acre. Must include with 8-02.4.OPT1.GR8. 35
36 8-02.5.OPT4.FR8 (Biotic Soil Amendments) 37
(April 1, 2019) 38 Use on projects to amend poor quality soils (which have a 39 lack of organic matter and little to no bioactivity) using 40 Biotic Soil Amendments (BSAs). Should only be used if 41 the soil is determined to be deficient from the results of a 42 soil organic matter test or the soil analysis and the 43 application of compost or topsoil is not possible due to 44 steepness or access. Use requires the approval of the 45 Region Landscape Architect or the HQ Region Liaison 46 Landscape Architect. 47 (1 fill-in) (Fill-in #1 indicates which seed item will be used 48 in conjunction with the BSA. Consult with the Region 49 Landscape Architect to determine which permanent 50 seeding item to use.) 51 Must also use 8-02.1.OPT2.GR8, 8-02.2.OPT2.GR8, 8-52 02.3.OPT1.GR8, and 8-02.4.OPT2.GR8. 53 54
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8-10.GR8 GUIDE POSTS 1 2
8-10.1.GR8 Description 3 4 8-10.1.INST1.GR8 (Section 8-10.1 is supplemented with the following) 5
Must use once preceding any of the following: 6 7
8-10.1.OPT1.GR8 (Barrier Delineators) 8 (April 1, 2002) 9 Must also use 8-10.2.OPT1.GR8, 8-10.3.OPT1.GR8 or 8-10 10.3.OPT2.GR8, 8-10.4.OPT1.GR8, and 8-11 10.5.OPT1.GR8. 12
13 8-10.2.GR8 Materials 14
15 8-10.2.INST1.GR8 (Section 8-10.2 is supplemented with the following) 16
Must use once preceding any of the following: 17 18
8-10.2.OPT1.GR8 (Barrier Delineators) 19 (August 6, 2018) 20 Must also use 8-10.1.OPT1.GR8, 8-10.3.OPT1.GR8 or 8-21 10.3.OPT2.GR8, 8-10.4.OPT1.GR8, and 8-22 10.5.OPT1.GR8. 23
24 8-10.3.GR8 Construction Requirements 25
26 8-10.3.INST1.GR8 (Section 8-10.3 is supplemented with the following) 27
Must use once preceding any of the following: 28 29 8-10.3.OPT1.GR8 (Barrier Delineators) 30
(April 1, 2002) 31 Delineators placed 6" down from top. 32 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-33 10.4.OPT1.GR8, and 8-10.5.OPT1.GR8. 34
35 8-10.3.OPT2.GR8 (Barrier Delineators) 36
(April 1, 2002) 37 Delineators placed on top of barrier. 38 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-39 10.4.OPT1.GR8, and 8-10.5.OPT1.GR8. 40
41 8-10.4.GR8 Measurement 42
43 8-10.4.INST1.GR8 (Section 8-10.4 is supplemented with the following) 44
Must use once preceding any of the following: 45 46
8-10.4.OPT1.GR8 (Barrier Delineators) 47 (April 1, 2002) 48 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-49 10.3.OPT1.GR8, or 8-10.3.OPT2.GR8, and 8-50 10.5.OPT1.GR8. 51
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8-10.5.INST1.GR8 (Section 8-10.5 is supplemented with the following) 1 Must use once preceding any of the following: 2
3 8-10.5.OPT1.GR8 (Barrier Delineators) 4
(April 1, 2002) 5 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-6 10.3.OPT1.GR8, or 8-10.3.OPT2.GR8, and 8-7 10.4.OPT1.GR8. 8
9 8-11.GR8 Guardrail 10
11 8-11.1.GR8 Description 12
13 8-11.1.INST1.GR8 (Section 8-11.1 is supplemented with the following) 14
Must use once preceding any of the following: 15 16 8-11.1.OPT1.GR8 (High-Tension Cable Barrier System 4 Cable) 17
(February 3, 2020) 18 Must also use 8-11.2.OPT2.GR8, 8-11.3.OPT2.FR8, 8-19 11.4.OPT2.GR8, 8-11.5.OPT7.GR8, and 8-20 11.5.OPT8.GR8. 21 22
23 8-11.1.OPT2.GR8 (Aesthetic Treatment for Beam Guardrail) 24
(January 7, 2019) 25 Use in all projects that require Aesthetic Treatment for 26 Beam Guardrail. This replaces the use of Weathering Steel 27 Beam Guardrail. 28 Must also use 8-11.2.OPT4.GR8, 8-11.3.OPT4.GR8, 8-29 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 30
31 8-11.2.GR8 Materials 32
33 8-11.2.INST1.GR8 (Section 8-11.2 is supplemented with the following) 34
Must use once preceding any of the following: 35 36
8-11.2.OPT2.GR8 (High-Tension Cable Barrier System 4 Cable) 37 (September 3, 2019) 38 Must also use 8-11.1.OPT1.GR8, 8-11.3.OPT2.FR8, 8-39 11.4.OPT2.GR8, 8-11.5.OPT7.GR8, and 8-40 11.5.OPT8.GR8. 41
42 8-11.2.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 43
(January 2, 2018) 44 Use in all projects that require Aesthetic Treatment for 45 Beam Guardrail. This replaces the use of Weathering 46 Steel Beam Guardrail. 47 Must also use 8-11.1.OPT2.GR8, 8-11.3.OPT4.GR8, 8-48 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 49 50
8-11.2(9-16.3).GR8 (Beam Guardrail) 51 52 8-11.2(9-16.3(2)).GR8 (Posts and Blocks) 53
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1 8-11.2(9-16.3(2)).INST1.GR8 (Section 9-16.3(2) is supplemented with 2
the following) 3 Must use once preceding any of the following: 4 5
8-11.2(9-16.3(2)).OPT1.GB8 (Steel shear plates and backing plates) 6 (April 6, 2015) 7 Use in thrie beam retrofit projects with beam guardrail 8 Type Thrie Beam using timber blockouts wedged 9 between openings in existing concrete baluster rails. 10 Include with 6-02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 11 8-11.2(9-16.3(4)).OPT1.GB8, 8-11.2(9-12 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT1.GB8, and 8-13 11.3(1)B.OPT7.GB8. 14
15 8-11.2(9-16.3(2)).OPT2.GB8 (Grout) 16
(April 6, 2015) 17 Use in thrie beam retrofit projects with beam guardrail 18 Type Thrie Beam using a steel post connection to the 19 existing concrete curb or railbase. Include with 6-20 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-11.2(9-21 16.3(4)).OPT1.GB8, and 8-11.3(1)A.OPT2.GB8. 22
23 8-11.2(9-16.3(2)).OPT3.GB8 (Steel Angles for Timber Blockout 24
Connection to Truss) 25 (April 6, 2015) 26 Use in thrie beam retrofit projects with beam guardrail 27 Type Thrie Beam requiring timber blockout connection 28 to existing steel truss members. Include with 8-11.2(9-29 16.3(4)).OPT2.GB8 and other appropriate BSP’s 30 supplementing Sections 8-11.2 and 8-11.3(1). 31
32 8-11.2(9-16.3(2)).OPT4.GB8 (Beam Guardrail Type WP Thrie Beam) 33
(April 6, 2015) 34 Use in thrie beam retrofit projects with weak post thrie 35 beam guardrail retrofit (beam guardrail Type WP Thrie 36 Beam). Include with 1-07.1.OPT2.FR1, 8-11.2(9-37 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-38 11.3(1)B.OPT9.GB8, 8-11.3(1)H.OPT1.GB8, 8-39 11.3(1)D.OPT1.GB8. 40
41 8-11.2(9-16.3(2)).INST2.GR8 (The second sentence of Section 9-16.3(2) is 42
revised to read) 43 Must use once preceding any of the following: 44 45
8-11.2(9-16.3(2)).OPT5.GR8 (Blocks made from alternate materials) 46 (February 3, 2020) 47 Use in all projects. 48 49
8-11.2(9-16.3(4)).GB8 (Hardware) 50 (Section 9-16.3(4) is supplemented with the following) 51 Must use once preceding any of the following: 52
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 13
8-11.2(9-16.3(4)).OPT1.GB8 (Resin bonded anchors) 1 (April 6, 2015) 2 Use in thrie beam retrofit projects requiring resin 3 bonded anchors for connection to concrete baluster 4 railing end posts, and concrete curbs and railbases. 5 Include with 6-02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 6 and either 8-11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-7 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT1.GB8, and 8-8 11.3(1)B.OPT7.GB8, or 8-11.2(9-16.3(2)).OPT2.GB8 9 and 8-11.3(1)A.OPT2.GB8. 10
11 8-11.2(9-16.3(4)).OPT2.GB8 (Lag screws) 12
(April 6, 2015) 13 Use in thrie beam retrofit projects requiring 14 connections with lag screws to timber members and 15 blockouts. 16
8-11.3.GR8 Construction Requirements 17 18 8-11.3.INST1.GR8 (Section 8-11.3 is supplemented with the following) 19
Must use once preceding any of the following: 20 21
8-11.3.OPT1.GR8 (Box Culvert Guardrail Steel Posts) 22 (August 6, 2018) 23 Must also use 8-11.4.OPT1.GR8 and 8-11.5.OPT6.GR8. 24 Use in projects requiring the construction of steel guardrail 25 posts on top of existing concrete box culverts. 26
27 8-11.3.OPT2.FR8 (High-Tension Cable Barrier System 4 Cable) 28
(February 3, 2020) 29 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT2.GR8, 8-30 11.4.OPT2.GR8, 8-11.5.OPT7.GR8, and 8-31 11.5.OPT8.GR8. 32 Fill-in is the location(s) of Contracting Agency sites to 33 deliver complete sets of Additional High-Tension Cable 34 Barrier Components. 35 (1 fill-in) 36 37
8-11.3.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 38 (January 7, 2019) 39 Use in all projects that require Aesthetic Treatment for 40 Beam Guardrail. This replaces the use of Weathering 41 Steel Beam Guardrail. 42 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-43 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 44
45 8-11.3(1).GR8 Beam Guardrail 46 47
8-11.3(1).INST1.GR8 (Section 8-11.3(1) is supplemented with the following) 48 Must use once preceding any of the following: 49 50
8-11.3(1).OPT1.GR8 Post Selection 51 (April 5, 2010) 52 Use in projects that specifically require wood guardrail 53 posts or specifically require steel guardrail posts. 54
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1 8-11.3(1)A.GR8 Erection of Posts 2
3 8-11.3(1)A.INST1.GR8 (Section 8-11.3(1)A is supplemented with 4
the following) 5 Must use once preceding any of the following: 6
7 8-11.3(1)A.OPT1.GB8 (Timber Blockouts for Beam Guardrail 8
Type Thrie Beam) 9 (April 6, 2015) 10 Use in thrie beam retrofit projects with beam 11 guardrail Type Thrie Beam using timber 12 blockouts wedged between openings in existing 13 concrete baluster rails. Include with 6-14 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-15 11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-16 16.3(4)).OPT1.GB8, 8-11.2(9-17 16.3(4)).OPT2.GB8, and 8-11.3(1)B.OPT7.GB8. 18
19 8-11.3(1)A.OPT2.GB8 (Steel Posts for Beam Guardrail Type 20
Thrie Beam) 21 (January 4, 2016) 22 Use in thrie beam retrofit projects with beam 23 guardrail Type Thrie Beam using a steel post 24 connection to the existing concrete curb or 25 railbase. Include with 6-02.2.OPT1.GR6, 6-26 02.3(18).OPT1.GR6, 8-11.2(9-27 16.3(2)).OPT2.GB8, 8-11.2(9-28 16.3(4)).OPT1.GB8, and 8-11.3(1)A.OPT2.GB8. 29
30 8-11.3(1)A.OPT3.GB8 (Beam Guardrail Type WP Thrie Beam) 31
(January 4, 2016) 32 Include in thrie beam retrofit projects with weak 33 post thrie beam guardrail retrofit (beam guardrail 34 Type WP Thrie Beam). Include with 1-35 07.1.OPT2.FR1, 8-11.2(9-16.3(2)).OPT4.GB8, 8-36 11.2(9-16.3(4)).OPT2.GB8, 8-37 11.3(1)B.OPT9.GB8, 8-11.3(1)H.OPT1.GB8, 8-38 11.3(1)D.OPT1.GB8. 39
40 8-11.3(1)B.GR8 Erection of Rail 41 42
8-11.3(1)B.INST1.GR8 (Section 8-11.3(1)B is supplemented with the 43 following) 44 Must use once preceding any of the following: 45
46 8-11.3(1)B.OPT6.GB8 (Field Measuring to Existing 47
Type 3 Anchors) 48 (April 6, 2015) 49 Include in thrie beam retrofit projects when 50 existing Type 3 anchors are being salvaged for 51 reuse as part of the retrofitted guardrail system. 52
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8-11.3(1)B.OPT7.GB8 (Attaching Beam Guardrail Type 1 Thrie Beam to Timber Blockouts) 2 (April 6, 2015) 3 Use in thrie beam retrofit projects with beam 4 guardrail Type Thrie Beam using timber 5 blockouts wedged between openings in existing 6 concrete baluster rails. Include with 6-7 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-8 11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-9 16.3(4)).OPT1.GB8, 8-11.2(9-10 16.3(4)).OPT2.GB8, and 8-11.3(1)A.OPT1.GB8. 11
(April 6, 2015) 14 Use in thrie beam retrofit projects where the 15 beam guardrail elements are continuous across 16 interior bridge expansion joints. 17
18 8-11.3(1)B.OPT9.GB8 (Beam Guardrail Type WP Thrie Beam) 19
(BSP August 3, 2009) 20 Include in thrie beam retrofit projects with weak 21 post thrie beam guardrail retrofit (beam guardrail 22 Type WP Thrie Beam). Include with 1-23 07.1.OPT2.FR1, 8-11.2(9-16.3(2)).OPT4.GB8, 8-24 11.2(9-16.3(4)).OPT2.GB8, 8-25 11.3(1)A.OPT3.GB8, 8-11.3(1)H.OPT1.GB8, 8-26 11.3(1)D.OPT1.GB8. 27 28
8-11.3(1)D.GR8 Removing Guardrail 29 30
8-11.3(1)D.INST1.GR8 (Section 8-11.3(1)D is supplemented with the following) 31 Must use once preceding any of the following: 32
33 8-11.3(1)D.OPT1.GB8 (Beam Guardrail Type WP Thrie Beam) 34
(April 6, 2015) 35 Include in thrie beam retrofit projects with weak post 36 thrie beam guardrail retrofit (beam guardrail Type WP 37 Thrie Beam). Include with 1-07.1.OPT2.FR1, 8-38 11.2(9-16.3(2)).OPT4.GB8, 8-11.2(9-39 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-40 11.3(1)B.OPT9.GB8, and 8-11.3(1)H.OPT1.GB8. 41
42 43
8-11.3(1)H.GR8 Guardrail Construction Exposed to Traffic 44 45
8-11.3(1)H.INST1.GR8 (Section 8-11.3(1)H is supplemented with the following) 46 Must use once preceding any of the following: 47
48 8-11.3(1)H.OPT1.GB8 (Beam Guardrail Type WP Thrie Beam) 49
(April 6, 2015) 50 Include in thrie beam retrofit projects with weak post 51 thrie beam guardrail retrofit (beam guardrail Type WP 52 Thrie Beam). Include with 1-07.1.OPT2.FR1, 8-53
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 16
11.2(9-16.3(2)).OPT4.GB8, 8-11.2(9-1 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-2 11.3(1)B.OPT9.GB8, and 8-11.3(1)D.OPT1.GB8. 3 4
8-11.4.GR8 Measurement 5 6 8-11.4.INST1.GR8 (Section 8-11.4 is supplemented with the following) 7
Must use once preceding any of the following: 8 9 8-11.4.OPT1.GR8 (Box Culvert Guardrail Steel Posts) 10
(March 13, 1995) 11 Must include with 8-11.3.OPT1.GR8 12 and 8-11.5.OPT6.GR8. 13 Use in projects requiring the construction of steel guardrail 14 posts on top of concrete box culverts. 15
16 8-11.4.OPT2.GR8 (High-Tension Cable Barrier System 3 and 4 Cable) 17
(February 3, 2020) 18 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT2.GR8, 8-19 11.3.OPT2.FR8, 8-11.5.OPT7.GR8, and 8-11.5.OPT8.GR8. 20 21
8-11.4.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 22 (April 2, 2018) 23 Use in all projects that require Aesthetic Treatment for 24 Beam Guardrail. 25 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-26 11.3.OPT4.GR8, and 8-11.5.OPT1.GR8. 27
(The fifth paragraph of Section 8-11.4 is deleted.) 30 (February 3, 2020) 31 Use in all projects. 32
33 8-11.5.GR8 Payment 34
8-11.5.INST2.GR8 (Section 8-11.5 is supplemented with the following) 35 Must use once preceding any of the following: 36
37 8-11.5.OPT1.GR8 (Aesthetic Treatment for Beam Guardrail) 38
(April 2, 2018) 39 Use in all projects that require Aesthetic Treatment for 40 Beam Guardrail. 41 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-42 11.3.OPT4.GR8, and 8-11.4.OPT4.GR8. 43
(August 6, 2018) 46 Must include with 8-11.3.OPT1.GR8 47 and 8-11.4.OPT1.GR8. 48 Use in projects requiring the construction of steel guardrail 49 posts on top of concrete box culverts. 50
(February 3, 2020) 6 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT2.GR8, 8-7 11.3.OPT2.FR8, 8-11.4.OPT2.GR8 and 8-8 11.5.OPT7.GR8. No Federal funding participation. Must 9 be in state funds group. 10
(The eighth bid item in Section 8-11.5 is deleted.) 13 (February 3, 2020) 14 Use in all projects. 15
16 8-12.GR8 Chain Link Fence and Wire Fence 17
18 8-12.2.GR8 Materials 19
20 8-12.2.INST1.GR8 (Section 8-12.2 is supplemented with the following) 21
Must use once preceding any of the following: 22 23
8-12.2.OPT1.FR8 (Coated chain link fence) 24 (January 2, 2018) 25 Use in projects requiring the construction of coated chain 26 link fence. Must include 8-12.5.OPT1.GR8. 27 (1 fill-in) 28 29
8-12.2.OPT6.GB8 (Cable Fence) 30 (September 3, 2019) 31 Use in projects with cable fence. Include with 8-32 12.3.OPT1(B).GB8, 8-12.4.OPT1.GB8, and 8-33 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 when 34 anchoring the cable fence posts to existing concrete 35 structures. Include with 8-12.3.OPT1(C).GB8 when 36 painting of the galvanized fence posts is required. 37 38
8-12.3.GR8 Construction Requirements 39 40
8-12.3.INST1.GR8 (Section 8-12.3 is supplemented with the following) 41 Must use once preceding any of the following: 42
43 8-12.3.OPT1.GB8 (Cable Fence) 44
Use once preceding the following: 45 46 8-12.3.OPT1(A).GB8 (Field Measuring For Cable Fence) 47
(April 6, 2015) 48 Use in projects with cable fence when anchoring the 49 cable fence posts to existing concrete structures. 50 Include with 8-12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, 51 8-12.4.OPT1.GB8, and 8-12.5.OPT6.GB8. Include 52 with 8-12.3.OPT1(C).GB8 when painting of the 53 galvanized fence posts is required. 54
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 18
1 8-12.3.OPT1(B).GB8 (Cable Fence) 2
(April 6, 2015) 3 Use in projects with cable fence. Include with 8-4 12.2.OPT6.GB8, 8-12.4.OPT1.GB8, and 8-5 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 6 when anchoring the cable fence posts to existing 7 concrete structures. Include with 8-12.3.OPT1(C).GB8 8 when painting of the galvanized fence posts is 9 required. 10 11
8-12.3.OPT1(C).GB8 (Cable Fence) 12 (January 2, 2018) 13 Use in projects with cable fence. Include with 8-14 12.2.OPT6.GB8, 8-12.4.OPT1.GB8, and 8-15 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 16 when anchoring the cable fence posts to existing 17 concrete structures. 18 19
8-12.4.GR8 Measurement 20 21 8-12.4.INST1.GR8 (Section 8-12.4 is supplemented with the following) 22
Must use once preceding any of the following: 23 24
8-12.4.OPT1.GB8 (Cable Fence) 25 (April 6, 2015) 26 Use in projects with cable fence. Include with 8-27 12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, and 8-28 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 when 29 anchoring the cable fence posts to existing concrete 30 structures. Include with 8-12.3.OPT1(C).GB8 when 31 painting of the galvanized fence posts is required. 32
33 8-12.5.GR8 Payment 34
35 8-12.5.INST1.GR8 (Section 8-12.5 is supplemented with the following) 36
Must use once preceding any of the following: 37 38
8-12.5.OPT1.GR8 (Coated chain link fence) 39 (April 1, 2002) 40 Use in projects requiring the construction of coated chain 41 link fence. 42
43 8-12.5.OPT6.GB8 (Cable Fence) 44
(April 6, 2015) 45 Use in projects with cable fence. Include with 8-46 12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, and 8-47 12.4.OPT1.GB8. Include with 8-12.3.OPT1(A).GB8 when 48 anchoring the cable fence posts to existing concrete 49 structures. Include with 8-12.3.OPT1(C).GB8 when 50 painting of the galvanized fence posts is required. 51
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1 8-13.1.GR8 Description 2
3 8-13.1.INST1.GR8 (Section 8-13.1 is deleted and replaced by the following) 4
Must use once preceding any of the following: 5 6
8-13.1.OPT1.GR8 (Monument pipes included in work) 7 (March 13, 1995) 8 Must also use 8-13.2.OPT1.GR8, 8-13.3.OPT1.GR8, 8-9 13.4.OPT1.GR8 and 8-13.5.OPT1.GR8. 10 Use in projects requiring that the monument pipes be 11 installed by the Contractor. 12
13 8-13.2.GR8 Materials 14
15 8-13.2.INST1.GR8 (Section 8-13.2 is supplemented with the following) 16
Must use once preceding any of the following: 17 18
8-13.2.OPT1.GR8 (Monument pipes included in work) 19 (March 13, 1995) 20 Must include with 8-13.1.OPT1.GR8. 21 Use in projects requiring that the monument pipes be 22 installed by the Contractor. 23
24 8-13.3.GR8 Construction Requirements 25
26 8-13.3.INST1.GR8 (The last paragraph of Section 8-13.3 is revised to read) 27
Must use once preceding any of the following: 28 29
8-13.3.OPT1.GR8 (Monument pipes included in work) 30 (March 13, 1995) 31 Must include with 8-13.1.OPT1.GR8. 32 Use in projects requiring that the monument pipes be 33 installed by the Contractor. 34
35 8-13.4.GR8 Measurement 36
37 8-13.4.INST1.GR8 (Section 8-13.4 is deleted and replaced by the following) 38
Must use once preceding any of the following: 39 40
8-13.4.OPT1.GR8 (Monument pipes included in work) 41 (March 13, 1995) 42 Must include with 8-13.1.OPT1.GR8. 43 Use in projects requiring that the monument pipes be 44 installed by the Contractor. 45
46 8-13.5.GR8 Payment 47
48 8-13.5.INST1.GR8 (Section 8-13.5 is supplemented with the following) 49
Must use once preceding any of the following: 50 51
8-13.5.OPT1.GR8 (Monument pipes included in work) 52 (April 28, 1997) 53 Must include with 8-13.1.OPT1.GR8. 54
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 20
Use in projects requiring that the monument pipes be 1 installed by the Contractor. 2
3 8-14.GR8 Cement Concrete Sidewalks 4 5
8-14.1.GR8 Description 6 7
8-14.1.INST1.GR8 (Section 8-14.1 is revised to read) 8 Must use once preceding any of the following: 9
10 8-14.1.OPT1.GR8 (ADA Feature work) 11
(April 3, 2017) 12 Use in all projects that require any ADA Feature work. 13 Must use with 1-05.4.OPT4.GR1, 8-14.3.OPT2.GR8, and 14 8-14.3.OPT3.GR8. 15
16 8-14.3.GR8 Construction Requirements 17
18 8-14.3.INST1.GR8 (Section 8-14.3 is supplemented with the following) 19
Must use once preceding any of the following: 20 21
8-14.3.OPT1.GR8 (Pre-construction meeting for cement concrete sidewalks, 22 curb ramps or other pedestrian access routes to discuss 23 ADA issues before Work begins) 24 (April 3, 2017) 25 Use in projects where pedestrian access route Work 26 (cement concrete sidewalks, curb ramps or other 27 pedestrian access) is proposed and it is felt that a pre-28 construction meeting is needed by Region Construction 29 Office to discuss ADA compliance. 30
31 8-14.3.OPT2.GR8 (Timing Restrictions) 32
(January 7, 2019) 33 Use in all projects that require any ADA Feature work 34 where sidewalk, curb ramp, or bus stop closures are 35 required to perform the work. 36 Must use with 1-05.4.OPT4.GR8, 8-14.1.OPT1.GR8, and 37 8-14.3.OPT3.GR8. 38
39 8-14.3.OPT3.GR8 (Layout and Conformance to Grades) 40
(January 7, 2019) 41 Use in all projects that require any ADA Feature work. 42 Must use with 1-05.4.OPT4.GR8, 8-14.1.OPT1.GR8, and 43 8-14.3.OPT2.GR8. 44
45 8-15.GR8 Riprap 46
47 8-15.4.GR8 Measurement 48
49 8-15.4.INST1.GR8 (Section 8-15.4 is supplemented with the following) 50
Must use once preceding any of the following: 51 52
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 21
Must also use 8-15.5.OPT8.GR8. 1 Use in projects requiring excavation outside the limits of 2 structure excavation for riprap at bridge piers located 3 within streams. 4 5
8-15.4.OPT5.GR8 (Excavation for riprap is included in cost of riprap 6 (The last paragraph of Section 8-15.4 is deleted) 7 (February 5, 2001) 8 Must also use 8-15.5.OPT1.GR8. 9 Use in projects with small quantities of riprap or upon 10 recommendation of the Construction and Materials Division.: 11
12 8-15.5.GR8 Payment 13
14 8-15.5.INST1.GR8 (The first sentence of the second paragraph of Section 15
8-15.5 is revised to read) 16 Must use once preceding any of the following: 17
18 8-15.5.OPT1.GR8 (Excavation for riprap is included in cost 19
of riprap) 20 (March 13, 1995) 21 Must include with 8-15.4.OPT5.GR8. 22 Use in projects with small quantities of riprap or upon 23 recommendation of the Construction and Materials 24 Division. 25
26 8-15.5.INST2.GR8 (Section 8-15.5 is supplemented with the following) 27
Must use once preceding the following: 28 29 8-15.5.OPT8.GR8 (Special excavation) 30
(September 30, 1996) 31 Must include with 8-15.4.OPT3.GR8. 32 Use in projects requiring excavation outside the limits of 33 structure excavation for riprap at bridge piers located 34 within streams. 35 36
8-16.GR8 Concrete Slope Protection 37 38
8-16.3.GR8 Construction Requirements 39 40
8-16.3(2).GR8 Placing Semi-Open Concrete Masonry Units 41 42
8-16.3(2).INST1.GR8 (Section 8-16.3(2) is supplemented with the following) 43 Must use once preceding any of the following: 44
45 8-16.3(2).OPT1.GR8 (Requirements for semi-open precast masonry 46
units) 47 (December 19, 2005) 48 Must include with 8-16.5.OPT1.GR8. 49 Use in projects requiring semi-open concrete masonry 50 slope protection. 51
21 8-20.GR8 Illumination, Traffic Signal Systems, Intelligent Transportation 22
Systems, and Electrical 23 24
8-20.2.GR8 Materials 25 26 8-20.2.INST1.GR8 (Section 8-20.2 is supplemented with the following) 27
Must use once preceding any of the following: 28 29
8-20.2.OPT1.GB8 (Traffic Signal Shaft Foundation Shaft Casing and 30 Slurry) 31 (April 6, 2015) 32 Use in traffic signal projects with shaft foundations in weak 33 soils, with the concurrence of the Materials Laboratory 34 Geotechnical Branch. Include with 8-20.3(4).OPT1.FB8 35 and 8-20.5.OPT1.GB8. 36
37 8-20.2(9-29.1).GR8 (Conduit, Innerduct, and Outerduct) 38 39
8-20.2(9-29.1(11)).GR8 (Foam Conduit Sealant) 40 (Section 9-29.1(11) is supplemented with the 41 following) 42 Must use once preceding any of the following: 43 44
8-20.2(9-29.1(11)).OPT1.GR8 (January 7, 2019) 45 Use in projects where new conduit is installed, 46 wiring is added to existing conduit, or wiring is 47 removed from existing conduit. 48
49 8-20.2(9-29.2).GR8 (Junction Boxes, Cable Vaults, and Pull Boxes) 50
(Section 9-29.2 is supplemented with the following:) 51 Must use once preceding any of the following: 52
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 23
(September 3, 2019) 1 Use in projects where junction boxes, cable vaults, pull 2 boxes, or Structure mounted boxes require slip-3 resistant surfacing. 4
5 8-20.2(9-29.6).GR8 (Light and Signal Standards) 6
(Section 9-29.6 is supplemented with the following) 7 Must use once preceding any of the following: 8
9 8-20.2(9-29.6).OPT1.GR8 Light Standards With Type 1 Luminaire Arms 10
(January 7, 2019) 11 Use in projects requiring Type 1 luminaire arms and 12 the Engineer is not required to verify the H1 distances 13 shown in the Plans. 14
15 8-20.2(9-29.6).OPT2.GR8 Light Standards With Type 1 Luminaire Arms 16
(January 7, 2019) 17 Use in projects requiring Type 1 luminaire arms and 18 H1 distances are not shown in the Plans or the 19 Engineer is required to verify the H1 distances shown 20 in the Plans. 21
22 8-20.2(9-29.6).OPT5.GR8 Traffic Signal Standards 23
(April 1, 2019) 24 Use in projects requiring traffic signal standards, or 25 combination traffic signal/light standards with Type 1 26 luminaire arms, or both. 27
(Section 9-29.13 is supplemented with the following) 30 Must use once preceding any of the following: 31
32 8-20.2(9-29.13).OPT1.FR8 Uninterruptible Power Supply (UPS) 33
(January 2, 2018) 34 With Region Traffic Engineer approval, use in projects 35 where Uninterruptible Power Supply (UPS) cabinets 36 are required. Include with 8-20.3(14).OPT1.GR8. 37 38
8-20.2(9-29.15).GR8 (Flashing Beacon Control) 39 (Section 9-29.15 is supplemented with the following) 40 Must use once preceding any of the following: 41
(January 7, 2019) 44 Use in projects where Rectangular Rapid Flashing 45 Beacons (RRFBs) are required. 46 47
8-20.2(9-29.19).GR8 (Pedestrian Push Buttons) 48 (Section 9-29.19 is supplemented with the following) 49 Must use once preceding any of the following: 50
51 8-20.2(9-29.19).OPT1.FR8 Accessible Pedestrian Signal (APS) Pushbuttons 52
Index - General Special Provisions Division 8 EGSP8.docx May 28, 2020 Page 24
Use in projects requiring accessible pedestrian signal 1 (APS) pushbuttons. 2
3 For the first fill-in, enter “do” or “do not” in regards to 4 including a Polara Configurator in the Contract if 5 Polara equipment is selected. 6 7 For the second fill-in, enter one of the following: 8 9 “See Contract Plans for table.” 10 11
or 12 13 Copy and paste in the following table (insert additional 14 lines as necessary): 15 16
Street (A) Street (B) Arrow Direction
QTY
L
R
L
R
L
R
L
R 17 See http://www.wsdot.wa.gov/Design/Traffic/APS.htm 18 for instructions for filling out the tables. 19 (2 fill-ins) 20 21
8-20.2(1).GR8 Equipment List and Drawings 22 23
8-20.2(1).INST1.GR8 (Section 8-20.2(1) is supplemented with the following) 24 Must use once preceding any of the following: 25
26 8-20.2(1).OPT1.GR8 (Light standards when H1 dimension is 27
shown on the Plans) 28 (March 13, 1995) 29 Use in projects with illumination systems and the 30 lighting standard H1 dimension is shown in the Plans 31 and verification by the Engineer is not required prior to 32 fabrication. 33 34
8-20.2(1).OPT2.GR8 (Light standards when H1 dimension is not 35 Shown on the Plans or must be verified prior to 36 fabrication) 37 (March 13, 1995) 38 Use in projects with illumination systems and the 39 lighting standard H1 dimension is not shown in the 40 Plans or the dimension shown in the Plans must be 41 verified by the Engineer prior to fabrication. 42 43
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8-20.2(1).OPT3.GR8 (Traffic signal standards, strain pole standards 1 or combination traffic signal/lighting standards) 2 (March 13, 1995) 3 Use in projects with traffic signal systems when 4 standards are to be installed. 5
6 8-20.3.GR8 Construction Requirements 7 8
8-20.3(4).GR8 Foundations 9 10
8-20.3(4).INST1.GR8 (Section 8-20.3(4) is supplemented with the following) 11 Must use once preceding any of the following: 12
13 8-20.3(4).OPT1.FB8 (Shafts for Signal Standard Foundations) 14
(August 7, 2017) 15 Use in traffic signal projects with shaft foundations in 16 weak soils, with the concurrence of the Materials 17 Laboratory Geotechnical Branch. The fill-in specifies 18 the location(s) of the shaft(s) requiring construction 19 under these construction requirements. Include with 20 8-20.2.OPT1.GB8 and 8-20.5.OPT1.GB8. 21 (1 fill-in). 22
23 8-20.3(8).GR8 Wiring 24
25 8-20.3(8).INST1.GR8 (Section 8-20.3(8) is supplemented with the following) 26
Must use once preceding any of the following: 27 28
8-20.3(8).OPT1.GR8 Field Wiring Chart 29 (March 13, 1995) 30 Use in projects with traffic signal systems. 31
32 8-20.3(14).GR8 Signal Systems 33 34
8-20.3(14).INST1.GR8 (Section 8-20.3(14) is supplemented with the following) 35 Must use once preceding any of the following: 36
37 8-20.3(14).OPT1.GR8 Uninterruptible Power Supply (UPS) 38
(January 2, 2018) 39 With Region Traffic Engineer approval use in projects 40 where Uninterruptible Power Supply (UPS) cabinets 41 are required. Include with 8-20.2(9-29.13).OPT1.GR8. 42
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8-20.5.GR8 Payment 1 2 8-20.5.INST1.GR8 (Section 8-20.5 is supplemented with the following) 3
Must use once preceding any of the following: 4 5
8-20.5.OPT1.GB8 (Removing Traffic Signal Shaft Obstructions) 6 (April 6, 2015) 7 Use in traffic signal projects with shaft foundations in weak 8 soils, with the concurrence of the Materials Laboratory 9 Geotechnical Branch. Include with 8-20.2.OPT1.GB8 and 10 8-20.3(4).OPT1.FB8. 11
12 8-21.GR8 Permanent Signing 13
14 8-21.2.GR8 Materials 15 16
8-21.2(9-06.16).GR8 (Roadside Sign Structures) 17 (Section 9-06.16 is supplemented with the following) 18 Must use once preceding the following: 19
20 8-21.2(9-06.16).OPT1.GR8 (January 3, 2011) 21
Use in projects with perforated steel square sign posts. 22 23
8-21.2(9-28.11).GR8 (Hardware) 24 (Section 9-28.11 is supplemented with the following) 25 Must use once preceding any of the following: 26
(August 3, 2015) 29 Use in all projects with overhead sign structures (sign 30 bridge, cantilever sign structure, bridge mounted sign 31 bracket). 32
33 8-21.2(9-28.14).GR8 (Sign Support Structures) 34
(Section 9-28.14 is supplemented with the following) 35 Must use once preceding any of the following: 36
37 8-21.2(9-28.14).OPT1.GB8 (Shafts for Sign Structure Foundations) 38
(August 7, 2017) 39 Use in sign structure projects with shaft foundations 40 where the shaft diameter is 48 inches or greater, or 41 where the shaft depth is 15 feet or greater, or where 42 the Materials Laboratory Geotechnical Branch 43 identifies the foundation soils as sufficiently weak to 44 require use of this specification. Include with 8-45 21.3(9)F.OPT2.FB8 and 8-21.5.OPT1.GB8. 46 47
8-21.2(9-28.14).OPT6.GR8 (Roadside Signing Material and Fabrication) 48 (January 3, 2011) 49 Use in all projects that have steel sign support 50 structures 51 52
8-21.2(9-28.14(2)).GR8 (Steel Structures and Posts) 53
(January 2, 2018) 6 Use in projects with monotube sign bridges 7 and/or monotube cantilever sign structures. 8 Include with either 8-21.3(9)A.OPT1.GB8 or 8-9 21.3(9)A.OPT2.FB8, and 8-21.4.OPT1.FB8. 10 Include with 8-21.2(9-28.14(2)).OPT2.GB8 11 when sign structures are constructed with round 12 tube or pipe. 13
14 8-21.2(9-28.14(2)).OPT2.GB8 (Monotube Sign Structures of round 15
tube or pipe) 16 (April 6, 2015) 17 Use in projects with monotube sign bridges 18 and/or monotube cantilever sign structures, 19 constructed with round tube or pipe. Include with 20 8-21.2(9-28.14(2)).OPT1.GB8, either 8-21 21.3(9)A.OPT1.GB8 or 8-21.3(9)A.OPT2.FB8, 22 and 8-21.4.OPT1.FB8. 23
24 8-21.3.GR8 Construction Requirements 25
26 8-21.3(9).GR8 Sign Structures 27
28 8-21.3(9)A.GR8 Fabrication of Sign Structures 29
30 8-21.3(9)A.INST1.GR8 (Section 8-21.3(9)A is supplemented with the 31
following) 32 Must use once preceding any of the following: 33
(January 2, 2018) 36 Use in projects with monotube sign bridges 37 and/or monotube cantilever sign structures 38 painted with the conventional gray color (Federal 39 Standard 595B No. 35247). Include with 8-40 21.2(9-28.14(2)).OPT1.GB8 and 8-41 21.4.OPT1.FB8. Include with 8-21.2(9-42 28.14(2)).OPT2.GB8 when sign structures are 43 constructed with round tube or pipe. 44
(January 5, 2015) 47 Use in projects with monotube sign bridges 48 and/or monotube cantilever sign structures 49 painted a color other than the conventionally 50 specified gray color. Include with 8-21.2(9-51 28.14(2)).OPT1.GB8 and 8-21.4.OPT1.FB8. 52 Include with 8-21.2(9-28.14(2)).OPT2.GB8 when 53
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sign structures are constructed with round tube 1 or pipe. The fill-in specifies the Federal Standard 2 595B color number, or the color name if no 3 number. 4 (1 fill-in) 5
6 8-21.3(9)E.GR8 Bridge Mounted Sign Brackets 7
8 8-21.3(9)E.INST1.GR8 (Section 8-21.3(9)E is supplemented with the 9
following) 10 Must use once preceding any of the following: 11
(April 6, 2015) 14 Use in projects with bridge mounted sign 15 brackets. The first and third fill-ins specify the 16 sign bracket number(s). The second fill-in 17 itemizes the structural carbon steel quantity for 18 each sign bracket. The fourth fill-in specifies the 19 quantity of hole drilling required for the resin 20 bonded anchors for each sign bracket. 21 (4 fill-ins) 22
23 8-21.3(9)F.GR8 Foundations 24
25 8-21.3(9)F.INST1.GR8 (Section 8-21.3(9)F is supplemented with the 26
following) 27 Must use once preceding any of the following: 28
29 8-21.3(9)F.OPT2.FB8 (Shafts for Sign Structure Foundations) 30
(August 7, 2017) 31 Use in sign structure projects with shaft 32 foundations where the shaft diameter is 48 33 inches or greater, or where the shaft depth is 15 34 feet or greater, or where the Materials Laboratory 35 Geotechnical Branch identifies the foundation 36 soils as sufficiently weak to require use of this 37 specification. The fill-in specifies the location(s) 38 of the shaft(s) requiring construction under these 39 construction requirements. Include with 8-40 21.2(9-28.14).OPT1.GB8 and 8-21.5.OPT1.GB8 41 (1 fill-in) 42
43 8-21.4.GR8 Measurement 44
45 8-21.4.INST1.GR8 (Section 8-21.4 is supplemented with the following) 46
Must use once preceding any of the following: 47 48
8-21.4.OPT1.FB8 (Monotube Sign Structures) 49 (April 6, 2015) 50 Use in projects with monotube sign bridges and/or 51 monotube cantilever sign structures. The first fill in 52 specifies the type of sign structure work included (sign 53
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bridge or cantilever sign structure or both). The second 1 fill-in itemizes the quantities and work involved with each 2 sign structure. Include with 8-21.2(9-3 28.14(2)).OPT1.GB8, either 8-21.3(9)A.OPT1.GB8 or 8-4 21.3(9)A.OPT2.FB8. Include with 8-21.2(9-5 28.14(2)).OPT2.GB8 when sign structures are constructed 6 with round tube or pipe. 7 (2 fill-ins) 8
9 8-21.5.GR8 Payment 10
11 8-21.5.INST1.GR8 (Section 8-21.5 is supplemented with the following) 12
Must use once preceding any of the following: 13 14
8-21.5.OPT1.GB8 (Shafts for Sign Structure Foundation) 15 (BSP August 4, 2008) 16 Use in sign structure projects with shaft foundations where 17 the shaft diameter is 48 inches or greater, or where the 18 shaft depth is 15 feet or greater, or where the Materials 19 Laboratory Geotechnical Branch identifies the foundation 20 soils as sufficiently weak to require use of this 21 specification. Include with 8-21.2(9-28.14).OPT1.GB8 22 and 8-21.3(9)F.OPT2.FB8. 23 24
8-24.GR8 Rock and Gravity Block Wall, and Gabion 25 Cribbing 26
27 8-24.2.GR8 Materials 28
29 8-24.2.INST1.GR8 (Section 8-24.2 is supplemented with the following) 30
Must use once preceding any of the following: 31 32
8-24.2.OPT1.GR8 (Gravity Block Wall) 33 (January 7, 2002) 34 Use in projects constructing gravity block walls. Include 35 with 8-24.3(2).OPT1.GR8 36
37 8-24.3.GR8 Construction Requirements 38
39 8-24.3(2).GR8 Gravity Block Wall 40
41 8-24.3(2).INST1.GR8 (Section 8-24.3(2) is supplemented with the following) 42
Must use once preceding any of the following: 43 44
8-24.3(2).OPT1.GR8 (Gravity Block Wall) 45 (January 7, 2002) 46 Use in projects constructing gravity block walls. 47 Include with 8-24.2.OPT1.GR8. 48 49
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8-25.1.INST1.GR8 (Section 8-25.1 is supplemented with the following) 1 Must use once preceding any of the following: 2
3 8-25.1.OPT1.GR8 (April 1, 2002) 4
Use in projects when the work zone analysis determines 5 the need for temporary barrier screening. 6 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 8-25.4.OPT1.GR8, 7 and 8-25.5.OPT1.GR8. 8
9 8-25.2.GR8 Materials 10
11 8-25.2.INST1.GR8 (Section 8-25.2 is supplemented with the following) 12
Must use once preceding any of the following: 13 14
8-25.2.OPT1.GR8 (April 1, 2002) 15 Use in projects when the work zone analysis determines 16 the need for temporary barrier screening. 17 Must use with 8-25.1.OPT1.GR8, 8-25.3.OPT1.GR8, 8-18 25.4.OPT1.GR8, and 8-25.5.OPT1.GR8. 19
20 8-25.3.GR8 Construction Requirements 21 22
8-25.3.INST1.GR8 (Section 8-25.3 is supplemented with the following) 23 Must use once preceding any of the following: 24
25 8-25.3.OPT1.GR8 (April 1, 2002) 26
Use in projects when the work zone analysis determines 27 the need for temporary barrier screening. 28 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.4.OPT1.GR8, 29 and 8-25.5.OPT1.GR8. 30
31 8-25.4.GR8 Measurement 32 33
8-25.4.INST1.GR8 (Section 8-25.4 is supplemented with the following) 34 Must use once preceding any of the following: 35
36 8-25.4.OPT1.GR8 (April 1, 2002) 37
Use in projects when the work zone analysis determines 38 the need for temporary barrier screening. 39 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 40 and 8-25.5.OPT1.GR8. 41
42 8-25.5.GR8 Payment 43 44
8-25.5.INST1.GR8 (Section 8-25.5 is supplemented with the following) 45 Must use once preceding any of the following: 46
47 8-25.5.OPT1.GR8 (April 1, 2002) 48
Use in projects when the work zone analysis determines 49 the need for temporary barrier screening. 50 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 51 and 8-25.4.OPT1.GR8. 52
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1 8-29.1.GR8 Description 2 3
8-29.1.INST1.GR8 (Section 8-29.1 is supplemented with the following) 4 Must use once preceding any of the following: 5
6 8-29.1.OPT1.GR8 (Cable Net Slope Protection) 7
(April 5, 2010) 8 Use in projects with cable net slope protection. Include 9 with 8-29.2.OPT1.GR8, 8-29.3.OPT1.GR8, 8-10 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 11
12 8-29.2.GR8 Materials 13 14
8-29.2.INST1.GR8 (Section 8-29.2 is supplemented with the following) 15 Must use once preceding any of the following: 16
17 8-29.2.OPT1.GR8 (Cable Net Slope Protection Materials) 18
(January 2, 2018) 19 Use in projects with cable net slope protection. Include 20 with 8-29.1.OPT1.GR8, 8-29.3.OPT1.GR8, 8-21 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 22
23 8-29.3.GR8 Construction Requirements 24 25
8-29.3.INST1.GR8 (Section 8-29.3 is supplemented with the following) 26 Must use once preceding any of the following: 27
28 8-29.3.OPT1.GR8 (Cable Net Slope Protection Construction Requirements) 29
(January 3, 2011) 30 Use in projects with cable net slope protection. Include 31 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-32 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 33
34 8-29.4.GR8 Measurement 35 36
8-29.4.INST1.GR8 (Section 8-29.4 is supplemented with the following) 37 Must use once preceding any of the following: 38
39 8-29.4.OPT1.GR8 (Cable Net Slope Protection) 40
(April 5, 2010) 41 Use in projects with cable net slope protection. Include 42 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-43 29.3.OPT1.GR8, and 8-29.5.OPT1.GR8. 44
45 8-29.5.GR8 Payment 46
47 8-29.5.INST1.GR8 (Section 8-29.5 is supplemented with the following) 48
Must use once preceding any of the following: 49 50
8-29.5.OPT1.GR8 (Cable Net Slope Protection) 51 (January 3, 2011) 52
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Use in projects with cable net slope protection. Include 1 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-2 29.3.OPT1.GR8, and 8-29.4.OPT1.GR8. 3
4 8-SA1.GR8 Field Office Building 5
(August 7, 2017) 6 Use in projects when a field office building is required. 7
8 8-SA2.GR8 Bollards 9
(January 2, 2018) 10 Use in projects requiring bollards. 11 Contact Headquarters Design Standard Plans Office for plan details on 12 Type 3 Bollards. 13 14
8-SA3.GR8 (Environmental Compliance) 15 (August 6, 2018) 16 For use on projects where the project has a high risk of soil erosion due 17 to soil type, slope gradient and work in or has proximity to waters of the 18 State (Temporary Erosion and Sediment Control Manual (TESC) 19 defines projects susceptible for high risk soil erosion). Also for use on 20 projects where there is extensive monitoring of environmental permit 21 compliance. 22 The Region Construction Engineer and Region Environmental Office 23 should be consulted for use as the provision introduces an 24 Environmental Compliance Lead person that incorporates, expands 25 and replaces the duties of the ESC Lead person. 26
