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DIVISION8.GR8 Miscellaneous Construction 1 2 8-01.GR8 Erosion Control and Water Pollution Control 3

4 8-01.2.GR8 Materials 5

6 8-01.2(9-14.4(8)).GR8 Compost 7

(Section 9-14.4(8) is supplemented with the following) 8 9

8-01.2(9-14.4(8)).OPT1.GR8 (April 7, 2014) 10 May be used to allow biosolids compost on projects that 11 do not use compost on stormwater BMPs. Use with 12 concurrence of the Hydraulics Engineer. 13 14

8-01.3.GR8 Construction Requirements 15 16 8-01.3(1).GR8 General 17 18

8-01.3(1).INST1.GR8 (The tenth paragraph of Section 8-01.3(1) is revised to 19 read) 20 Must use once preceding any of the following: 21

22 8-01.3(1).OPT1.GR8 (Erodible Soil Eastern Washington) 23

(January 25, 2010) 24 Use for projects east of the Cascade range in areas 25 receiving 12 inches or less annual precipitation. Do not 26 use if any portion of the project lies in areas that 27 receive more than 12 inches of annual precipitation. 28 See 29 http://www.wsdot.wa.gov/publications/fulltext/Hydraulic30 s/WaMeanAnnPrecip.pdf for precipitation map. 31

32 8-01.3(1).INST2.GR8 (Section 8-01.3(1) is supplemented with the following) 33

Must use once preceding any of the following: 34 35

8-01.3(1).OPT8.FR8 (Side Slope Treatment) 36 (April 1, 2002) 37 Use on projects where erodible soils are anticipated 38 and it is desired to have the newly exposed slopes 39 walked before final erosion control can be 40 accomplished, in accordance with recommendation 41 from environmental office. 42 (1 fill-in) 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 Seeding, Fertilizing, and Mulching 9

10 8-01.3(2)B.GR8 Seeding and Fertilizing 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 (January 3, 2006) 43 Must also use 8-01.3(2)B.OPT6.GR8. 44 Use in projects with seeding and fertilizing of less 45 than 1 acre, the use of mechanical equipment 46 would not be cost effective, or on remote projects 47 with many small areas. 48 49

8-01.3(2)B.OPT4.FR8 (One application of fertilizer) 50 (January 3, 2006) 51 Use in projects requiring only one application of 52 fertilizer. 53

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(4 fill-ins) (The fill-ins for the fertilizer itself 1 should be by consulting the State Horticulturist, 2 the Region Landscape Architect, or 3 Headquarters Roadside and Site Development. 4 Fill-in $$4$$ should be 2/3 the amount of 5 nitrogen in fill-in $$1$$.) 6 7

8-01.3(2)B.OPT5.FR8 (More than one application of fertilizer) 8 (January 3, 2006) 9 Use in projects when the Region Landscape 10 Arch. recommends more than one fertilizer 11 application. 12 (7 fill-ins) (The fill-ins for the fertilizer itself should 13 be by consulting the Region Landscape 14 Architect, or Headquarters Roadside and Site 15 Development. Fill-in $$7$$ should be 2/3 the 16 amount of nitrogen in fill-in $$4$$.) 17 18

8-01.3(2)B.OPT6.GR8 (Fertilizing by hand) 19 (January 3, 2006) 20 Must include with 8-01.3(2)B.OPT3.GR8. 21 Use in projects with seeding and fertilizing of less 22 than 1 acre, the use of mechanical equipment 23 would not be cost effective, or on remote projects 24 with many small areas. 25 26

8-01.3(2)B.OPT7.FR8 (Fertilizer Application in Eastern Washington) 27 (January 3, 2006) 28 Use this GSP for projects in eastern Washington 29 where soils tests show excess potassium and 30 phosphorous and high pH. 31 32

8-01.3(2)B.OPT8.FR8 (Composition, proportion, quality and application 33 rate of grass seed) 34 (August 4, 2014) 35 Use in projects where the Region Landscape 36 Architect recommends native seed that is not 37 source identified. The fill-ins should be provided 38 by the Region Landscape Architect or 39 Headquarters Roadside and Site Development 40 for regions without a Landscape Architect. 41 (3 fill-ins) 42

43 8-01.3(2)C.GR8 Liming 44 45

8-01.3(2)C.INST1.GR8 (Section 8-01.3(2)C is supplemented with the 46 following) 47 Must use once preceding any of the following: 48

49 8-01.3(2)C.OPT1.FR8 (Rate of application of lime) 50

(January 3, 2006) 51 Use in projects requiring the application of lime. 52 (1 fill-in) 53

54

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8-01.3(2)D.GR8 Mulching 1 2

8-01.3(2)D.INST1.GR8 (Section 8-01.3(2)D is supplemented with the 3 following) 4 Must use once preceding any of the following: 5

6 8-01.3(2)D.OPT1.FR8 (Type and rate of application of mulch) 7

(January 5, 2015) 8 Use in projects requiring the application of mulch 9 when the application rate per acre or the 10 allowable pounds in any single lift are revised 11 from the Standard Specifications. 12 (3 fill-ins) 13

14 8-02.GR8 Roadside Restoration 15

16 8-02.1.GR8 Description 17

18 8-02.1.INST1.GR8 (Section 8-02.1 is supplemented with the following) 19

Must use once preceding any of the following: 20 21

8-02.1.OPT1.GR8 (Removal of Buried Man-Made Debris) 22 (August 4, 2014) 23 Use on projects that include soil amendment, and/or 24 irrigation systems, and where man-made construction 25 debris is known or suspected to exist. Requires the 26 approval of the Region Construction Manager. Must 27 include 8-02.3(5).OPT4.GR8 and 8-02.5.OPT2.GR8. 28

29 8-02.2.GR8 Materials 30 31

8-02.2.INST1.GR8 (Section 8-02.2 is supplemented with the following) 32 Must use once preceding the following: 33

34 8-02.2.OPT1.GR8 (Conservation Grade Plant Material) 35

(January 3, 2011) 36 Use in projects that include “conservation grade” plant 37 material in the plant list. Use requires approval of the 38 Region Landscape Architect or HQ Region Liaison 39 Landscape Architect. 40

41 8-02.2(9-14).GR8 (Erosion Control and Roadside Planting) 42

43 8-02.2(9-14).INST1.GR8 (Section 9-14 is supplemented with the following) 44

Must use once preceding the following: 45 46

8-02.2(9-14).OPT1.FR8 (Weed Barrier Mats) 47 (April 7, 2008) 48 Use in projects requiring weed barrier mats. 49 (1 fill-in) Fill-in is the staple length. 50 Contact the Region Landscape Architect or HQ Region 51 Liaison Landscape Architect for fill-in information. 52

53 8-02.2(9-14.1).GR8 (Soil) 54

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1 8-02.2(9-14.1(1)).GR8 (Topsoil Type A) 2

(Section 9-14.1(1) is supplemented with the 3 following) 4 Must use once preceding any of the following: 5

6 8-02.2(9-14.1(1)).OPT1.FR8 (August 7, 2017) 7

For use on projects where Topsoil Type A 8 is needed for stormwater BMPs and for 9 plant growth and establishment. Contact 10 the Landscape Architect for fill-ins and 11 depth of application. 12 (4 fill-ins) 13

14 8-02.2(9-14.4).GR8 (Mulch and Amendments) 15

16 8-02.2(9-14.4(8)).GR8 (Compost) 17

(Section 9-14.4(8) is supplemented with the 18 following) 19 Must use once preceding any of the following: 20

21 8-02.2(9-14.4(8)).OPT1.GR8 (January 3, 2010) 22

Use when the contract has less than100 23 yards of compost, or less than 30 working 24 days and 100 yards of compost or greater. 25

26 8-02.3.GR8 Construction Requirements 27

28 8-02.3(4).GR8 Topsoil 29

30 8-02.3(4)A.GR8 Topsoil Type A 31

32 8-02.3(4)A.INST1.GR8 (Section 8-02.3(4) is supplemented with the following) 33

Must use once preceding any of the following: 34 35

8-02.3(4)A.OPT1.FR8 (Topsoil Type A) 36 (August 3, 2015) 37 Must include with 8-02.2(9-14.1(1)).OPT1.FR8. 38 (1 fill-in) 39

40 8-02.3(5).GR8 Planting Area Preparation 41

42 8-02.3(5).INST1.GR8 (Section 8-02.3(5) is supplemented with the following) 43

Must use once preceding any of the following: 44 45

8-02.3(5).OPT1.FR8 (Application of Compost) 46 (August 5, 2013) 47 Include when no incorporation of compost is required. 48 (1 fill-in) 49

50 8-02.3(5).OPT2.FR8 (Application of Compost) 51

(August 5, 2013) 52 Include when compost is to be incorporated into the 53 soil and irrigation lines are included in the Contract. 54

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(2 fill-ins) 1 2

8-02.3(5).OPT3.FR8 (Application of Compost) 3 (August 5, 2013) 4 Include when compost is to be incorporated onto the 5 soil and there are no irrigation lines included in the 6 Contract. 7 (2 fill-ins). 8 9

8-02.3(5).OPT4.GR8 (Removal of Buried Man-Made Debris) 10 (August 4, 2014) 11 Must include with 8-02.1.OPT1.GR8 and 8-12 02.5.OPT2.GR8. 13 14

8-02.3(8).GR8 Planting 15 16

8-02.3(8).INST1.GR8 (Section 8-02.3(8) is supplemented with the following) 17 Must use once preceding any of the following: 18

19 8-02.3(8).OPT1.FR8 (February 25, 2013) 20

Must use when the project requires a U.S. Army Corps 21 of Engineers Nationwide Permit. Use the 22 Environmental Commitment Meeting to determine 23 applicability of this provision for the project. 24 (1 fill-in) 25

26 8-02.3(11).GR8 Bark or Wood Chip Mulch 27

28 8-02.3(11).INST1.GR8 (Section 8-02.3(11) is supplemented with the following) 29

Must use once preceding any of the following: 30 31

8-02.3(11).OPT1.FR8 (Placement of Bark or Wood Chip ) 32 (April 2, 2012) 33 Use in projects requiring bark and wood chip mulch. 34 Use requires approval of the Region Landscape 35 Architect or HQ Region Liaison Landscape Architect. 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 8-02.5.GR8 Payment 4

5 8-02.5.INST1.GR8 (Section 8-02.5 is supplemented with the following) 6

Must use once preceding any of the following: 7 8

8-02.5.OPT1.GR8 (January 5, 2015) 9 Must include with 8-02.3(13).OPT1.GR8. 10

11 8-02.5.OPT2.GR8 (Removal of Buried Man-Made Debris) 12

(August 4, 2014) 13 Must include with 8-02.1.OPT1.GR8 and 8-14 02.3(5).OPT4.GR8. 15 16

8-02.5.OPT3.GR8 (January 5, 2015) 17 Use in projects where Topsoil, Compost, Soil 18 Amendments, or Bark or Wood Chip Mulch is applied 19 around trees or shrub beds, or in areas of less than one 20 acre. Must include with 8-02.4.OPT1.GR8. 21 22

8-10.GR8 GUIDE POSTS 23 24

8-10.1.GR8 Description 25 26 8-10.1.INST1.GR8 (Section 8-10.1 is supplemented with the following) 27

Must use once preceding any of the following: 28 29

8-10.1.OPT1.GR8 (Barrier Delineators) 30 (April 1, 2002) 31 Must also use 8-10.2.OPT1.GR8, 8-10.3.OPT1.GR8 or 8-32 10.3.OPT2.GR8, 8-10.4.OPT1.GR8, and 8-33 10.5.OPT1.GR8. 34

35 8-10.2.GR8 Materials 36

37 8-10.2.INST1.GR8 (Section 8-10.2 is supplemented with the following) 38

Must use once preceding any of the following: 39 40

8-10.2.OPT1.GR8 (Barrier Delineators) 41 (April 1, 2002) 42 Must also use 8-10.1.OPT1.GR8, 8-10.3.OPT1.GR8 or 8-43 10.3.OPT2.GR8, 8-10.4.OPT1.GR8, and 8-44 10.5.OPT1.GR8. 45

46 8-10.3.GR8 Construction Requirements 47

48 8-10.3.INST1.GR8 (Section 8-10.3 is supplemented with the following) 49

Must use once preceding any of the following: 50 51 8-10.3.OPT1.GR8 (Barrier Delineators) 52

(April 1, 2002) 53 Delineators placed 6" down from top. 54

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Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-1 10.4.OPT1.GR8, and 8-10.5.OPT1.GR8. 2

3 8-10.3.OPT2.GR8 (Barrier Delineators) 4

(April 1, 2002) 5 Delineators placed on top of barrier. 6 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-7 10.4.OPT1.GR8, and 8-10.5.OPT1.GR8. 8

9 8-10.4.GR8 Measurement 10

11 8-10.4.INST1.GR8 (Section 8-10.4 is supplemented with the following) 12

Must use once preceding any of the following: 13 14

8-10.4.OPT1.GR8 (Barrier Delineators) 15 (April 1, 2002) 16 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-17 10.3.OPT1.GR8, or 8-10.3.OPT2.GR8, and 8-18 10.5.OPT1.GR8. 19

20 8-10.5.GR8 Payment 21

22 8-10.5.INST1.GR8 (Section 8-10.5 is supplemented with the following) 23

Must use once preceding any of the following: 24 25

8-10.5.OPT1.GR8 (Barrier Delineators) 26 (April 1, 2002) 27 Must also use 8-10.1.OPT1.GR8, 8-10.2.OPT1.GR8 8-28 10.3.OPT1.GR8, or 8-10.3.OPT2.GR8, and 8-29 10.4.OPT1.GR8. 30

31 8-11.GR8 Guardrail 32

33 8-11.1.GR8 Description 34

35 8-11.1.INST1.GR8 (Section 8-11.1 is supplemented with the following) 36

Must use once preceding any of the following: 37 38 8-11.1.OPT1.GR8 (High-Tension Cable Barrier System 3 and 4 Cable) 39

(April 6, 2009) 40 Must also use 8-11.2.OPT1.GR8 or 8-11.2.OPT2.GR8 (or 41 both), 8-11.3.OPT2.FR8, 8-11.4.OPT2.GR8, 8-42 11.5.OPT7.GR8, and 8-11.5.OPT8.GR8. 43 44

45 8-11.1.OPT2.GR8 (Aesthetic Treatment for Beam Guardrail) 46

(January 2, 2018) 47 Use in all projects that require Aesthetic Treatment for 48 Beam Guardrail. This replaces the use of Weathering Steel 49 Beam Guardrail. 50 Must also use 8-11.2.OPT4.GR8, 8-11.3.OPT4.GR8, 8-51 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 52

53

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8-11.2.GR8 Materials 1 2 8-11.2.INST1.GR8 (Section 8-11.2 is supplemented with the following) 3

Must use once preceding any of the following: 4 5

8-11.2.OPT1.GR8 (High-Tension Cable Barrier System 3 Cable) 6 (April 6, 2009) 7 Must also use 8-11.1.OPT1.GR8, 8-11.3.OPT2.FR8, 8-8 11.4.OPT2.GR8, 8-11.5.OPT7.GR8, and 8-9 11.5.OPT8.GR8. 10

11 8-11.2.OPT2.GR8 (High-Tension Cable Barrier System 4 Cable) 12

(August 3, 2009) 13 Must also use 8-11.1.OPT1.GR8, 8-11.3.OPT2.FR8, 8-14 11.4.OPT2.GR8, 8-11.5.OPT7.GR8, and 8-15 11.5.OPT8.GR8. 16

17 8-11.2.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 18

(January 2, 2018) 19 Use in all projects that require Aesthetic Treatment for 20 Beam Guardrail. This replaces the use of Weathering 21 Steel Beam Guardrail. 22 Must also use 8-11.1.OPT2.GR8, 8-11.3.OPT4.GR8, 8-23 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 24 25

8-11.2(9-16.3).GR8 (Beam Guardrail) 26 27 8-11.2(9-16.3(2)).GR8 (Posts and Blocks) 28

29 8-11.2(9-16.3(2)).INST1.GR8 (Section 9-16.3(2) is supplemented with 30

the following) 31 Must use once preceding any of the following: 32 33

8-11.2(9-16.3(2)).OPT1.GB8 (Steel shear plates and backing plates) 34 (April 6, 2015) 35 Use in thrie beam retrofit projects with beam guardrail 36 Type Thrie Beam using timber blockouts wedged 37 between openings in existing concrete baluster rails. 38 Include with 6-02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 39 8-11.2(9-16.3(4)).OPT1.GB8, 8-11.2(9-40 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT1.GB8, and 8-41 11.3(1)B.OPT7.GB8. 42

43 8-11.2(9-16.3(2)).OPT2.GB8 (Grout) 44

(April 6, 2015) 45 Use in thrie beam retrofit projects with beam guardrail 46 Type Thrie Beam using a steel post connection to the 47 existing concrete curb or railbase. Include with 6-48 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-11.2(9-49 16.3(4)).OPT1.GB8, and 8-11.3(1)A.OPT2.GB8. 50

51 8-11.2(9-16.3(2)).OPT3.GB8 (Steel Angles for Timber Blockout 52

Connection to Truss) 53

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(April 6, 2015) 1 Use in thrie beam retrofit projects with beam guardrail 2 Type Thrie Beam requiring timber blockout connection 3 to existing steel truss members. Include with 8-11.2(9-4 16.3(4)).OPT2.GB8 and other appropriate BSP’s 5 supplementing Sections 8-11.2 and 8-11.3(1). 6

7 8-11.2(9-16.3(2)).OPT4.GB8 (Beam Guardrail Type WP Thrie Beam) 8

(April 6, 2015) 9 Use in thrie beam retrofit projects with weak post thrie 10 beam guardrail retrofit (beam guardrail Type WP Thrie 11 Beam). Include with 1-07.1.OPT2.FR1, 8-11.2(9-12 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-13 11.3(1)B.OPT9.GB8, 8-11.3(1)H.OPT1.GB8, 8-14 11.3(1)D.OPT1.GB8. 15 16

8-11.2(9-16.3(4)).GB8 (Hardware) 17 (Section 9-16.3(4) is supplemented with the following) 18 Must use once preceding any of the following: 19

20 8-11.2(9-16.3(4)).OPT1.GB8 (Resin bonded anchors) 21

(April 6, 2015) 22 Use in thrie beam retrofit projects requiring resin 23 bonded anchors for connection to concrete baluster 24 railing end posts, and concrete curbs and railbases. 25 Include with 6-02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 26 and either 8-11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-27 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT1.GB8, and 8-28 11.3(1)B.OPT7.GB8, or 8-11.2(9-16.3(2)).OPT2.GB8 29 and 8-11.3(1)A.OPT2.GB8. 30

31 8-11.2(9-16.3(4)).OPT2.GB8 (Lag screws) 32

(April 6, 2015) 33 Use in thrie beam retrofit projects requiring 34 connections with lag screws to timber members and 35 blockouts. 36

8-11.3.GR8 Construction Requirements 37 38 8-11.3.INST1.GR8 (Section 8-11.3 is supplemented with the following) 39

Must use once preceding any of the following: 40 41

8-11.3.OPT1.GR8 (Box Culvert Guardrail Steel Posts) 42 (January 4, 2010) 43 Must also use 8-11.4.OPT1.GR8 and 8-11.5.OPT6.GR8. 44 Use in projects requiring the construction of steel guardrail 45 posts on top of existing concrete box culverts. 46

47 8-11.3.OPT2.FR8 (High-Tension Cable Barrier System 3 and 4 Cable) 48

(April 6, 2009) 49 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT1.GR8 or 8-50 11.2.OPT2.GR8 (or both), 8-11.4.OPT2.GR8, 8-51 11.5.OPT7.GR8, and 8-11.5.OPT8.GR8. 52

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Fill-in is the location(s) of Contracting Agency sites to 1 deliver complete sets of Additional High-Tension Cable 2 Barrier Components. 3 (1 fill-in) 4

5 8-11.3.OPT3.GR8 (Beam Guardrail Type 31 NB) 6

(August 6, 2007) 7 Use in projects that contain Type 31 NB Guardrail. 8 9

8-11.3.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 10 (January 3, 2017) 11 Use in all projects that require Aesthetic Treatment for 12 Beam Guardrail. This replaces the use of Weathering 13 Steel Beam Guardrail. 14 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-15 11.4.OPT4.GR8, and 8-11.5.OPT1.GR8. 16

17 8-11.3(1).GR8 Beam Guardrail 18 19

8-11.3(1).INST1.GR8 (Section 8-11.3(1) is supplemented with the following) 20 Must use once preceding any of the following: 21 22

8-11.3(1).OPT1.GR8 Post Selection 23 (April 5, 2010) 24 Use in projects that specifically require wood guardrail 25 posts or specifically require steel guardrail posts. 26 27

8-11.3(1)A.GR8 Erection of Posts 28 29

8-11.3(1)A.INST1.GR8 (Section 8-11.3(1)A is supplemented with 30 the following) 31 Must use once preceding any of the following: 32

33 8-11.3(1)A.OPT1.GB8 (Timber Blockouts for Beam Guardrail 34

Type Thrie Beam) 35 (April 6, 2015) 36 Use in thrie beam retrofit projects with beam 37 guardrail Type Thrie Beam using timber 38 blockouts wedged between openings in existing 39 concrete baluster rails. Include with 6-40 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-41 11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-42 16.3(4)).OPT1.GB8, 8-11.2(9-43 16.3(4)).OPT2.GB8, and 8-11.3(1)B.OPT7.GB8. 44

45 8-11.3(1)A.OPT2.GB8 (Steel Posts for Beam Guardrail Type 46

Thrie Beam) 47 (January 4, 2016) 48 Use in thrie beam retrofit projects with beam 49 guardrail Type Thrie Beam using a steel post 50 connection to the existing concrete curb or 51 railbase. Include with 6-02.2.OPT1.GR6, 6-52 02.3(18).OPT1.GR6, 8-11.2(9-53

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16.3(2)).OPT2.GB8, 8-11.2(9-1 16.3(4)).OPT1.GB8, and 8-11.3(1)A.OPT2.GB8. 2

3 8-11.3(1)A.OPT3.GB8 (Beam Guardrail Type WP Thrie Beam) 4

(January 4, 2016) 5 Include in thrie beam retrofit projects with weak 6 post thrie beam guardrail retrofit (beam guardrail 7 Type WP Thrie Beam). Include with 1-8 07.1.OPT2.FR1, 8-11.2(9-16.3(2)).OPT4.GB8, 8-9 11.2(9-16.3(4)).OPT2.GB8, 8-10 11.3(1)B.OPT9.GB8, 8-11.3(1)H.OPT1.GB8, 8-11 11.3(1)D.OPT1.GB8. 12

13 8-11.3(1)B.GR8 Erection of Rail 14 15

8-11.3(1)B.INST1.GR8 (Section 8-11.3(1)B is supplemented with the 16 following) 17 Must use once preceding any of the following: 18

19 8-11.3(1)B.OPT1.GR8 (August 6, 2007) 20

Use in projects requiring snow load washers. 21 Consult Region Operations for determination of 22 need. 23

24 8-11.3(1)B.OPT6.GB8 (Field Measuring to Existing 25

Type 3 Anchors) 26 (April 6, 2015) 27 Include in thrie beam retrofit projects when 28 existing Type 3 anchors are being salvaged for 29 reuse as part of the retrofitted guardrail system. 30

31 8-11.3(1)B.OPT7.GB8 (Attaching Beam Guardrail Type 32

Thrie Beam to Timber Blockouts) 33 (April 6, 2015) 34 Use in thrie beam retrofit projects with beam 35 guardrail Type Thrie Beam using timber 36 blockouts wedged between openings in existing 37 concrete baluster rails. Include with 6-38 02.2.OPT1.GR6, 6-02.3(18).OPT1.GR6, 8-39 11.2(9-16.3(2)).OPT1.GB8, 8-11.2(9-40 16.3(4)).OPT1.GB8, 8-11.2(9-41 16.3(4)).OPT2.GB8, and 8-11.3(1)A.OPT1.GB8. 42

43 8-11.3(1)B.OPT8.GB8 (Thrie Beam Expansion Joint Element) 44

(April 6, 2015) 45 Use in thrie beam retrofit projects where the 46 beam guardrail elements are continuous across 47 interior bridge expansion joints. 48

49 8-11.3(1)B.OPT9.GB8 (Beam Guardrail Type WP Thrie Beam) 50

(BSP August 3, 2009) 51 Include in thrie beam retrofit projects with weak 52 post thrie beam guardrail retrofit (beam guardrail 53

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Type WP Thrie Beam). Include with 1-1 07.1.OPT2.FR1, 8-11.2(9-16.3(2)).OPT4.GB8, 8-2 11.2(9-16.3(4)).OPT2.GB8, 8-3 11.3(1)A.OPT3.GB8, 8-11.3(1)H.OPT1.GB8, 8-4 11.3(1)D.OPT1.GB8. 5 6

8-11.3(1)D.GR8 Removing Guardrail 7 8

8-11.3(1)D.INST1.GR8 (Section 8-11.3(1)D is supplemented with the following) 9 Must use once preceding any of the following: 10

11 8-11.3(1)D.OPT1.GB8 (Beam Guardrail Type WP Thrie Beam) 12

(April 6, 2015) 13 Include in thrie beam retrofit projects with weak post 14 thrie beam guardrail retrofit (beam guardrail Type WP 15 Thrie Beam). Include with 1-07.1.OPT2.FR1, 8-16 11.2(9-16.3(2)).OPT4.GB8, 8-11.2(9-17 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-18 11.3(1)B.OPT9.GB8, and 8-11.3(1)H.OPT1.GB8. 19

20 21

8-11.3(1)H.GR8 Guardrail Construction Exposed to Traffic 22 23

8-11.3(1)H.INST1.GR8 (Section 8-11.3(1)H is supplemented with the following) 24 Must use once preceding any of the following: 25

26 8-11.3(1)H.OPT1.GB8 (Beam Guardrail Type WP Thrie Beam) 27

(April 6, 2015) 28 Include in thrie beam retrofit projects with weak post 29 thrie beam guardrail retrofit (beam guardrail Type WP 30 Thrie Beam). Include with 1-07.1.OPT2.FR1, 8-31 11.2(9-16.3(2)).OPT4.GB8, 8-11.2(9-32 16.3(4)).OPT2.GB8, 8-11.3(1)A.OPT3.GB8, 8-33 11.3(1)B.OPT9.GB8, and 8-11.3(1)D.OPT1.GB8. 34 35

8-11.4.GR8 Measurement 36 37 8-11.4.INST1.GR8 (Section 8-11.4 is supplemented with the following) 38

Must use once preceding any of the following: 39 40 8-11.4.OPT1.GR8 (Box Culvert Guardrail Steel Posts) 41

(March 13, 1995) 42 Must include with 8-11.3.OPT1.GR8 43 and 8-11.5.OPT6.GR8. 44 Use in projects requiring the construction of steel guardrail 45 posts on top of concrete box culverts. 46

47 8-11.4.OPT2.GR8 (High-Tension Cable Barrier System 3 and 4 Cable) 48

(August 6, 2012) 49 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT1.GR8 or 8-50 11.2.OPT2.GR8 (or both), 8-11.3.OPT2.FR8, 8-51 11.5.OPT7.GR8, and 8-11.5.OPT8.GR8. 52 53

8-11.4.OPT4.GR8 (Aesthetic Treatment for Beam Guardrail) 54

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(April 2, 2018) 1 Use in all projects that require Aesthetic Treatment for 2 Beam Guardrail. 3 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-4 11.3.OPT4.GR8, and 8-11.5.OPT1.GR8. 5 6

8-11.5.GR8 Payment 7 8-11.5.INST2.GR8 (Section 8-11.5 is supplemented with the following) 8

Must use once preceding any of the following: 9 10

8-11.5.OPT1.GR8 (Aesthetic Treatment for Beam Guardrail) 11 (April 2, 2018) 12 Use in all projects that require Aesthetic Treatment for 13 Beam Guardrail. 14 Must also use 8-11.1.OPT2.GR8, 8-11.2.OPT4.GR8, 8-15 11.3.OPT4.GR8, and 8-11.4.OPT4.GR8. 16

17 8-11.5.OPT6.GR8 (Box Culvert Guardrail Steel Posts) 18

(September 30, 1996) 19 Must include with 8-11.3.OPT1.GR8 20 and 8-11.4.OPT1.GR8. 21 Use in projects requiring the construction of steel guardrail 22 posts on top of concrete box culverts. 23

24 8-11.5.OPT7.GR8 (High-Tension Cable Barrier) 25

(April 6, 2009) 26 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT1.GR8, 8-27 11.3.OPT2.FR8, 8-11.4.OPT2.GR8 and 8-28 11.5.OPT8.GR8. 29

30 8-11.5.OPT8.GR8 (Additional High-Tension Cable Barrier Components) 31

(April 6, 2009) 32 Must also use 8-11.1.OPT1.GR8, 8-11.2.OPT1.GR8, 8-33 11.3.OPT2.FR8, 8-11.4.OPT2.GR8 and 8-34 11.5.OPT7.GR8. No Federal funding participation. Must 35 be in state funds group. 36

37 8-12.GR8 Chain Link Fence and Wire Fence 38

39 8-12.2.GR8 Materials 40

41 8-12.2.INST1.GR8 (Section 8-12.2 is supplemented with the following) 42

Must use once preceding any of the following: 43 44

8-12.2.OPT1.FR8 (Coated chain link fence) 45 (January 2, 2018) 46 Use in projects requiring the construction of coated chain 47 link fence. Must include 8-12.5.OPT1.GR8. 48 (1 fill-in) 49 50

8-12.2.OPT6.GB8 (Cable Fence) 51 (April 4, 2017) 52

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 15

Use in projects with cable fence. Include with 8-1 12.3.OPT1(B).GB8, 8-12.4.OPT1.GB8, and 8-2 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 when 3 anchoring the cable fence posts to existing concrete 4 structures. Include with 8-12.3.OPT1(C).GB8 when 5 painting of the galvanized fence posts is required. 6 7

8-12.3.GR8 Construction Requirements 8 9

8-12.3.INST1.GR8 (Section 8-12.3 is supplemented with the following) 10 Must use once preceding any of the following: 11

12 8-12.3.OPT1.GB8 (Cable Fence) 13

Use once preceding the following: 14 15 8-12.3.OPT1(A).GB8 (Field Measuring For Cable Fence) 16

(April 6, 2015) 17 Use in projects with cable fence when anchoring the 18 cable fence posts to existing concrete structures. 19 Include with 8-12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, 20 8-12.4.OPT1.GB8, and 8-12.5.OPT6.GB8. Include 21 with 8-12.3.OPT1(C).GB8 when painting of the 22 galvanized fence posts is required. 23 24

8-12.3.OPT1(B).GB8 (Cable Fence) 25 (April 6, 2015) 26 Use in projects with cable fence. Include with 8-27 12.2.OPT6.GB8, 8-12.4.OPT1.GB8, and 8-28 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 29 when anchoring the cable fence posts to existing 30 concrete structures. Include with 8-12.3.OPT1(C).GB8 31 when painting of the galvanized fence posts is 32 required. 33 34

8-12.3.OPT1(C).GB8 (Cable Fence) 35 (January 2, 2018) 36 Use in projects with cable fence. Include with 8-37 12.2.OPT6.GB8, 8-12.4.OPT1.GB8, and 8-38 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 39 when anchoring the cable fence posts to existing 40 concrete structures. 41 42

8-12.4.GR8 Measurement 43 44 8-12.4.INST1.GR8 (Section 8-12.4 is supplemented with the following) 45

Must use once preceding any of the following: 46 47

8-12.4.OPT1.GB8 (Cable Fence) 48 (April 6, 2015) 49 Use in projects with cable fence. Include with 8-50 12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, and 8-51 12.5.OPT6.GB8. Include with 8-12.3.OPT1(A).GB8 when 52 anchoring the cable fence posts to existing concrete 53

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 16

structures. Include with 8-12.3.OPT1(C).GB8 when 1 painting of the galvanized fence posts is required. 2

3 8-12.5.GR8 Payment 4

5 8-12.5.INST1.GR8 (Section 8-12.5 is supplemented with the following) 6

Must use once preceding any of the following: 7 8

8-12.5.OPT1.GR8 (Coated chain link fence) 9 (April 1, 2002) 10 Use in projects requiring the construction of coated chain 11 link fence. 12

13 8-12.5.OPT6.GB8 (Cable Fence) 14

(April 6, 2015) 15 Use in projects with cable fence. Include with 8-16 12.2.OPT6.GB8, 8-12.3.OPT1(B).GB8, and 8-17 12.4.OPT1.GB8. Include with 8-12.3.OPT1(A).GB8 when 18 anchoring the cable fence posts to existing concrete 19 structures. Include with 8-12.3.OPT1(C).GB8 when 20 painting of the galvanized fence posts is required. 21

22 8-13.GR8 Monument Cases 23

24 8-13.1.GR8 Description 25

26 8-13.1.INST1.GR8 (Section 8-13.1 is deleted and replaced by the following) 27

Must use once preceding any of the following: 28 29

8-13.1.OPT1.GR8 (Monument pipes included in work) 30 (March 13, 1995) 31 Must also use 8-13.2.OPT1.GR8, 8-13.3.OPT1.GR8, 8-32 13.4.OPT1.GR8 and 8-13.5.OPT1.GR8. 33 Use in projects requiring that the monument pipes be 34 installed by the Contractor. 35

36 8-13.2.GR8 Materials 37

38 8-13.2.INST1.GR8 (Section 8-13.2 is supplemented with the following) 39

Must use once preceding any of the following: 40 41

8-13.2.OPT1.GR8 (Monument pipes included in work) 42 (March 13, 1995) 43 Must include with 8-13.1.OPT1.GR8. 44 Use in projects requiring that the monument pipes be 45 installed by the Contractor. 46

47 8-13.3.GR8 Construction Requirements 48

49 8-13.3.INST1.GR8 (The last paragraph of Section 8-13.3 is revised to read) 50

Must use once preceding any of the following: 51 52

8-13.3.OPT1.GR8 (Monument pipes included in work) 53

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(March 13, 1995) 1 Must include with 8-13.1.OPT1.GR8. 2 Use in projects requiring that the monument pipes be 3 installed by the Contractor. 4

5 8-13.4.GR8 Measurement 6

7 8-13.4.INST1.GR8 (Section 8-13.4 is deleted and replaced by the following) 8

Must use once preceding any of the following: 9 10

8-13.4.OPT1.GR8 (Monument pipes included in work) 11 (March 13, 1995) 12 Must include with 8-13.1.OPT1.GR8. 13 Use in projects requiring that the monument pipes be 14 installed by the Contractor. 15

16 8-13.5.GR8 Payment 17

18 8-13.5.INST1.GR8 (Section 8-13.5 is supplemented with the following) 19

Must use once preceding any of the following: 20 21

8-13.5.OPT1.GR8 (Monument pipes included in work) 22 (April 28, 1997) 23 Must include with 8-13.1.OPT1.GR8. 24 Use in projects requiring that the monument pipes be 25 installed by the Contractor. 26

27 8-14.GR8 Cement Concrete Sidewalks 28 29

8-14.1.GR8 Description 30 31

8-14.1.INST1.GR8 (Section 8-14.1 is revised to read) 32 Must use once preceding any of the following: 33

34 8-14.1.OPT1.GR8 (ADA Feature work) 35

(April 3, 2017) 36 Use in all projects that require any ADA Feature work. 37 Must use with 1-05.4.OPT4.GR1, 8-14.3.OPT2.GR8, and 38 8-14.3.OPT3.GR8. 39

40 8-14.3.GR8 Construction Requirements 41

42 8-14.3.INST1.GR8 (Section 8-14.3 is supplemented with the following) 43

Must use once preceding any of the following: 44 45

8-14.3.OPT1.GR8 (Pre-construction meeting for cement concrete sidewalks, 46 curb ramps or other pedestrian access routes to discuss 47 ADA issues before Work begins) 48 (April 3, 2017) 49 Use in projects where pedestrian access route Work 50 (cement concrete sidewalks, curb ramps or other 51 pedestrian access) is proposed and it is felt that a pre-52 construction meeting is needed by Region Construction 53 Office to discuss ADA compliance. 54

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 18

1 8-14.3.OPT2.GR8 (Timing Restrictions) 2

(April 3, 2017) 3 Use in all projects that require any ADA Feature work 4 where sidewalk, curb ramp, or bus stop closures are 5 required to perform the work. 6 Must use with 1-05.4.OPT4.GR8, 8-14.1.OPT1.GR8, and 7 8-14.3.OPT3.GR8. 8

9 8-14.3.OPT3.GR8 (Layout and Conformance to Grades) 10

(April 3, 2017) 11 Use in all projects that require any ADA Feature work. 12 Must use with 1-05.4.OPT4.GR8, 8-14.1.OPT1.GR8, and 13 8-14.3.OPT2.GR8. 14

15 8-15.GR8 Riprap 16

17 8-15.4.GR8 Measurement 18

19 8-15.4.INST1.GR8 (Section 8-15.4 is supplemented with the following) 20

Must use once preceding any of the following: 21 22

8-15.4.OPT3.GR8 (Special excavation) 23 (March 13, 1995) 24 Must also use 8-15.5.OPT8.GR8. 25 Use in projects requiring excavation outside the limits of 26 structure excavation for riprap at bridge piers located 27 within streams. 28 29

8-15.4.OPT5.GR8 (Excavation for riprap is included in cost 30 of riprap) 31 (February 5, 2001) 32 Must also use 8-15.5.OPT1.GR8. 33 Use in projects with small quantities of riprap or upon 34 recommendation of the Construction and Materials 35 Division. 36 37

8-15.5.GR8 Payment 38 39

8-15.5.INST1.GR8 (The first sentence of the second paragraph of Section 40 8-15.5 is revised to read) 41 Must use once preceding any of the following: 42

43 8-15.5.OPT1.GR8 (Excavation for riprap is included in cost 44

of riprap) 45 (March 13, 1995) 46 Must include with 8-15.4.OPT5.GR8. 47 Use in projects with small quantities of riprap or upon 48 recommendation of the Construction and Materials 49 Division. 50

51 8-15.5.INST2.GR8 (Section 8-15.5 is supplemented with the following) 52

Must use once preceding the following: 53 54

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8-15.5.OPT8.GR8 (Special excavation) 1 (September 30, 1996) 2 Must include with 8-15.4.OPT3.GR8. 3 Use in projects requiring excavation outside the limits of 4 structure excavation for riprap at bridge piers located 5 within streams. 6 7

8-16.GR8 Concrete Slope Protection 8 9

8-16.3.GR8 Construction Requirements 10 11

8-16.3(2).GR8 Placing Semi-Open Concrete Masonry Units 12 13

8-16.3(2).INST1.GR8 (Section 8-16.3(2) is supplemented with the following) 14 Must use once preceding any of the following: 15

16 8-16.3(2).OPT1.GR8 (Requirements for semi-open precast masonry 17

units) 18 (December 19, 2005) 19 Must include with 8-16.5.OPT1.GR8. 20 Use in projects requiring semi-open concrete masonry 21 slope protection. 22

23 8-16.5.GR8 Payment 24

25 8-16.5.INST1.GR8 (Section 8-16.5 is supplemented with the following) 26

Must use once preceding any of the following: 27 28

8-16.5.OPT1.GR8 (Semi-open Conc. Masonry Slope Protection) 29 (September 30, 1996) 30 Must include with 8-16.3(2).OPT1.GR8. 31 Use in projects requiring semi-open concrete masonry 32 slope protection. 33

34 8-20.GR8 Illumination, Traffic Signal Systems, Intelligent Transportation 35

Systems, and Electrical 36 37

8-20.2.GR8 Materials 38 39 8-20.2.INST1.GR8 (Section 8-20.2 is supplemented with the following) 40

Must use once preceding any of the following: 41 42

8-20.2.OPT1.GB8 (Traffic Signal Shaft Foundation Shaft Casing and 43 Slurry) 44 (April 6, 2015) 45 Use in traffic signal projects with shaft foundations in weak 46 soils, with the concurrence of the Materials Laboratory 47 Geotechnical Branch. Include with 8-20.3(4).OPT1.FB8 48 and 8-20.5.OPT1.GB8. 49

50 8-20.2(9-29.2).GR8 (Junction Boxes, Cable Vaults, and Pull Boxes) 51 52

8-20.2(9-29.2(1)A).GR8 (Standard Duty Junction Boxes) 53

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 20

(Section 9-29.2(1)A is supplemented with the 1 following) 2 Must use once preceding any of the following: 3 4

8-20.2(9-29.2(1)A).OPT1.GR8 (August 1, 2016) 5 Use in projects with Concrete Junction Boxes 6 requiring slip-resistant lids. 7

8 8-20.2(9-29.2(2)A).GR8 (Standard Duty Cable Vaults and Pull Boxes) 9

(Section 9-29.2(2)A is supplemented with the 10 following) 11 Must use once preceding any of the following: 12 13

8-20.2(9-29.2(2)A).OPT1.GR8 (August 1, 2016) 14 Use in projects with Standard Duty Cable Vaults 15 and Pull Boxes. 16

17 8-20.2(9-29.2(3)).GR8 (Structure Mounted Junction Box) 18

(Section 9-29.2(3) is supplemented with the following) 19 Must use once preceding any of the following: 20

21 8-20.2(9-29.2(3)).OPT1.GR8 (Junction Box in Sidewalk Mounted on Structure) 22

(August 1, 2016) 23 Use in projects with Junction Box in sidewalk mounted on 24 structure requiring slip-resistant lids. 25

26 8-20.2(9-29.6).GR8 (Light and Signal Standards) 27

(Section 9-29.6 is supplemented with the following) 28 Must use once preceding any of the following: 29

30 8-20.2(9-29.6).OPT1.GR8 Light Standards With Type 1 Luminaire Arms 31

(January 2, 2018) 32 Use in projects requiring Type 1 luminaire arms and 33 the Engineer is not required to verify the H1 distances 34 shown in the Plans. 35

36 8-20.2(9-29.6).OPT2.GR8 Light Standards With Type 1 Luminaire Arms 37

( January 2, 2018) 38 Use in projects requiring Type 1 luminaire arms and 39 H1 distances are not shown in the Plans or the 40 Engineer is required to verify the H1 distances shown 41 in the Plans. 42

43 8-20.2(9-29.6).OPT3.GR8 Light Standards With Type 2 Luminaire Arms 44

(January 2, 2018) 45 Use in projects requiring Type 2 luminaire arms and 46 the Engineer is not required to verify the H1 distances 47 shown in the Plans. 48

49 8-20.2(9-29.6).OPT4.GR8 Light Standards With Type 2 Luminaire Arms 50

(January 2, 2018) 51 Use in projects requiring Type 2 luminaire arms and 52 H1 distances are not shown in the Plans or the 53

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 21

Engineer is required to verify the H1 distances shown 1 in the Plans. 2

3 8-20.2(9-29.6).OPT5.GR8 Traffic Signal Standards 4

(January 2, 2018) 5 Use in projects requiring traffic signal standards, or 6 combination traffic signal/light standards with Type 1 7 luminaire arms, or both. 8

9 8-20.2(9-29.6).OPT6.GR8 Traffic Signal Standards 10

(January 2, 2018) 11 Use in projects requiring traffic signal standards, or 12 combination traffic signal/light standards with Type 2 13 luminaire arms, or both. 14

15 8-20.2(9-29.13).GR8 (Control Cabinet Assemblies) 16

(Section 9-29.13 is supplemented with the following) 17 Must use once preceding any of the following: 18

19 8-20.2(9-29.13).OPT1.FR8 Uninterruptible Power Supply (UPS) 20

(January 2, 2018) 21 With Region Traffic Engineer approval, use in projects 22 where Uninterruptible Power Supply (UPS) cabinets 23 are required. Include with 8-20.3(14).OPT1.GR8. 24 25

8-20.2(9-29.19).GR8 (Pedestrian Push Buttons) 26 (Section 9-29.19 is supplemented with the following) 27 Must use once preceding any of the following: 28

29 8-20.2(9-29.19).OPT1.FR8 Accessible Pedestrian Signal (APS) Pushbuttons 30

(August 7, 2017) 31 Use in projects requiring accessible pedestrian signal 32 (APS) pushbuttons. 33

34 For the first fill-in, enter “do” or “do not” in regards to 35 including a Polara Configurator in the Contract if 36 Polara equipment is selected. 37 38 For the second fill-in, enter one of the following: 39 40 “See Contract Plans for table.” 41 42

or 43 44 Copy and paste in the following table (insert additional 45 lines as necessary): 46 47

Street (A) Street (B) Arrow Direction

QTY

L

R

L

R

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 22

L

R

L

R 1 See http://www.wsdot.wa.gov/Design/Traffic/APS.htm 2 for instructions for filling out the tables. 3 (2 fill-ins) 4 5

8-20.2(1).GR8 Equipment List and Drawings 6 7

8-20.2(1).INST1.GR8 (Section 8-20.2(1) is supplemented with the following) 8 Must use once preceding any of the following: 9

10 8-20.2(1).OPT1.GR8 (Light standards when H1 dimension is 11

shown on the Plans) 12 (March 13, 1995) 13 Use in projects with illumination systems and the 14 lighting standard H1 dimension is shown in the Plans 15 and verification by the Engineer is not required prior to 16 fabrication. 17 18

8-20.2(1).OPT2.GR8 (Light standards when H1 dimension is not 19 Shown on the Plans or must be verified prior to 20 fabrication) 21 (March 13, 1995) 22 Use in projects with illumination systems and the 23 lighting standard H1 dimension is not shown in the 24 Plans or the dimension shown in the Plans must be 25 verified by the Engineer prior to fabrication. 26 27

8-20.2(1).OPT3.GR8 (Traffic signal standards, strain pole standards 28 or combination traffic signal/lighting standards) 29 (March 13, 1995) 30 Use in projects with traffic signal systems when 31 standards are to be installed. 32

33 8-20.3.GR8 Construction Requirements 34 35

8-20.3(4).GR8 Foundations 36 37

8-20.3(4).INST1.GR8 (Section 8-20.3(4) is supplemented with the following) 38 Must use once preceding any of the following: 39

40 8-20.3(4).OPT1.FB8 (Shafts for Signal Standard Foundations) 41

(August 7, 2017) 42 Use in traffic signal projects with shaft foundations in 43 weak soils, with the concurrence of the Materials 44 Laboratory Geotechnical Branch. The fill-in specifies 45 the location(s) of the shaft(s) requiring construction 46 under these construction requirements. Include with 47 8-20.2.OPT1.GB8 and 8-20.5.OPT1.GB8. 48 (1 fill-in). 49

Index - General Special Provisions Division 8 EGSP8.docx April 2, 2018 Page 23

1 8-20.3(8).GR8 Wiring 2

3 8-20.3(8).INST1.GR8 (Section 8-20.3(8) is supplemented with the following) 4

Must use once preceding any of the following: 5 6

8-20.3(8).OPT1.GR8 Field Wiring Chart 7 (March 13, 1995) 8 Use in projects with traffic signal systems. 9

10 8-20.3(14).GR8 Signal Systems 11 12

8-20.3(14).INST1.GR8 (Section 8-20.3(14) is supplemented with the following) 13 Must use once preceding any of the following: 14

15 8-20.3(14).OPT1.GR8 Uninterruptible Power Supply (UPS) 16

(January 2, 2018) 17 With Region Traffic Engineer approval use in projects 18 where Uninterruptible Power Supply (UPS) cabinets 19 are required. Include with 8-20.2(9-29.13).OPT1.GR8. 20

21 8-20.3(14)A.GR8 Signal Controllers 22

23 8-20.3(14)A.INST1.GR8 (Supplemental Instructions) 24

Must use once preceding any of the following: 25 26

8-20.3(14)A.OPT1.GR8 Testing 27 (August 2, 2010) 28 Use in projects with Contractor furnished signal 29 controllers. 30 31

8-20.5.GR8 Payment 32 33 8-20.5.INST1.GR8 (Section 8-20.5 is supplemented with the following) 34

Must use once preceding any of the following: 35 36

8-20.5.OPT1.GB8 (Removing Traffic Signal Shaft Obstructions) 37 (April 6, 2015) 38 Use in traffic signal projects with shaft foundations in weak 39 soils, with the concurrence of the Materials Laboratory 40 Geotechnical Branch. Include with 8-20.2.OPT1.GB8 and 41 8-20.3(4).OPT1.FB8. 42

43 8-21.GR8 Permanent Signing 44

45 8-21.2.GR8 Materials 46 47

8-21.2(9-06.16).GR8 (Roadside Sign Structures) 48 (Section 9-06.16 is supplemented with the following) 49 Must use once preceding the following: 50

51 8-21.2(9-06.16).OPT1.GR8 (January 3, 2011) 52

Use in projects with perforated steel square sign posts. 53

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1 8-21.2(9-28.11).GR8 (Hardware) 2

(Section 9-28.11 is supplemented with the following) 3 Must use once preceding any of the following: 4

5 8-21.2(9-28.11).OPT1.GB8 (Overhead Sign Structure Locknuts) 6

(August 3, 2015) 7 Use in all projects with overhead sign structures (sign 8 bridge, cantilever sign structure, bridge mounted sign 9 bracket). 10

11 8-21.2(9-28.14).GR8 (Sign Support Structures) 12

(Section 9-28.14 is supplemented with the following) 13 Must use once preceding any of the following: 14

15 8-21.2(9-28.14).OPT1.GB8 (Shafts for Sign Structure Foundations) 16

(August 7, 2017) 17 Use in sign structure projects with shaft foundations 18 where the shaft diameter is 48 inches or greater, or 19 where the shaft depth is 15 feet or greater, or where 20 the Materials Laboratory Geotechnical Branch 21 identifies the foundation soils as sufficiently weak to 22 require use of this specification. Include with 8-23 21.3(9)F.OPT2.FB8 and 8-21.5.OPT1.GB8. 24 25

8-21.2(9-28.14).OPT6.GR8 (Roadside Signing Material and Fabrication) 26 (January 3, 2011) 27 Use in all projects that have steel sign support 28 structures 29 30

8-21.2(9-28.14(2)).GR8 (Steel Structures and Posts) 31 (Section 9-28.14(2) is supplemented with the 32 following) 33 Must use once preceding any of the following: 34

35 8-21.2(9-28.14(2)).OPT1.GB8 (Monotube Sign Structures) 36

(January 2, 2018) 37 Use in projects with monotube sign bridges 38 and/or monotube cantilever sign structures. 39 Include with either 8-21.3(9)A.OPT1.GB8 or 8-40 21.3(9)A.OPT2.FB8, and 8-21.4.OPT1.FB8. 41 Include with 8-21.2(9-28.14(2)).OPT2.GB8 42 when sign structures are constructed with round 43 tube or pipe. 44

45 8-21.2(9-28.14(2)).OPT2.GB8 (Monotube Sign Structures of round 46

tube or pipe) 47 (April 6, 2015) 48 Use in projects with monotube sign bridges 49 and/or monotube cantilever sign structures, 50 constructed with round tube or pipe. Include with 51 8-21.2(9-28.14(2)).OPT1.GB8, either 8-52

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21.3(9)A.OPT1.GB8 or 8-21.3(9)A.OPT2.FB8, 1 and 8-21.4.OPT1.FB8. 2

3 8-21.3.GR8 Construction Requirements 4

5 8-21.3(9).GR8 Sign Structures 6

7 8-21.3(9)A.GR8 Fabrication of Sign Structures 8

9 8-21.3(9)A.INST1.GR8 (Section 8-21.3(9)A is supplemented with the 10

following) 11 Must use once preceding any of the following: 12

13 8-21.3(9)A.OPT1.GB8 (Monotube Sign Structures) 14

(January 2, 2018) 15 Use in projects with monotube sign bridges 16 and/or monotube cantilever sign structures 17 painted with the conventional gray color (Federal 18 Standard 595B No. 35247). Include with 8-19 21.2(9-28.14(2)).OPT1.GB8 and 8-20 21.4.OPT1.FB8. Include with 8-21.2(9-21 28.14(2)).OPT2.GB8 when sign structures are 22 constructed with round tube or pipe. 23

24 8-21.3(9)A.OPT2.FB8 (Monotube Sign Structures) 25

(January 5, 2015) 26 Use in projects with monotube sign bridges 27 and/or monotube cantilever sign structures 28 painted a color other than the conventionally 29 specified gray color. Include with 8-21.2(9-30 28.14(2)).OPT1.GB8 and 8-21.4.OPT1.FB8. 31 Include with 8-21.2(9-28.14(2)).OPT2.GB8 when 32 sign structures are constructed with round tube 33 or pipe. The fill-in specifies the Federal Standard 34 595B color number, or the color name if no 35 number. 36 (1 fill-in) 37

38 8-21.3(9)E.GR8 Bridge Mounted Sign Brackets 39

40 8-21.3(9)E.INST1.GR8 (Section 8-21.3(9)E is supplemented with the 41

following) 42 Must use once preceding any of the following: 43

44 8-21.3(9)E.OPT1.FB8 (Bridge Mounted Sign Brackets) 45

(April 6, 2015) 46 Use in projects with bridge mounted sign 47 brackets. The first and third fill-ins specify the 48 sign bracket number(s). The second fill-in 49 itemizes the structural carbon steel quantity for 50 each sign bracket. The fourth fill-in specifies the 51 quantity of hole drilling required for the resin 52 bonded anchors for each sign bracket. 53

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(4 fill-ins) 1 2

8-21.3(9)F.GR8 Foundations 3 4

8-21.3(9)F.INST1.GR8 (Section 8-21.3(9)F is supplemented with the 5 following) 6 Must use once preceding any of the following: 7

8 8-21.3(9)F.OPT2.FB8 (Shafts for Sign Structure Foundations) 9

(August 7, 2017) 10 Use in sign structure projects with shaft 11 foundations where the shaft diameter is 48 12 inches or greater, or where the shaft depth is 15 13 feet or greater, or where the Materials Laboratory 14 Geotechnical Branch identifies the foundation 15 soils as sufficiently weak to require use of this 16 specification. The fill-in specifies the location(s) 17 of the shaft(s) requiring construction under these 18 construction requirements. Include with 8-19 21.2(9-28.14).OPT1.GB8 and 8-21.5.OPT1.GB8 20 (1 fill-in) 21

22 8-21.4.GR8 Measurement 23

24 8-21.4.INST1.GR8 (Section 8-21.4 is supplemented with the following) 25

Must use once preceding any of the following: 26 27

8-21.4.OPT1.FB8 (Monotube Sign Structures) 28 (April 6, 2015) 29 Use in projects with monotube sign bridges and/or 30 monotube cantilever sign structures. The first fill in 31 specifies the type of sign structure work included (sign 32 bridge or cantilever sign structure or both). The second 33 fill-in itemizes the quantities and work involved with each 34 sign structure. Include with 8-21.2(9-35 28.14(2)).OPT1.GB8, either 8-21.3(9)A.OPT1.GB8 or 8-36 21.3(9)A.OPT2.FB8. Include with 8-21.2(9-37 28.14(2)).OPT2.GB8 when sign structures are constructed 38 with round tube or pipe. 39 (2 fill-ins) 40

41 8-21.5.GR8 Payment 42

43 8-21.5.INST1.GR8 (Section 8-21.5 is supplemented with the following) 44

Must use once preceding any of the following: 45 46

8-21.5.OPT1.GB8 (Shafts for Sign Structure Foundation) 47 (BSP August 4, 2008) 48 Use in sign structure projects with shaft foundations where 49 the shaft diameter is 48 inches or greater, or where the 50 shaft depth is 15 feet or greater, or where the Materials 51 Laboratory Geotechnical Branch identifies the foundation 52 soils as sufficiently weak to require use of this 53

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specification. Include with 8-21.2(9-28.14).OPT1.GB8 1 and 8-21.3(9)F.OPT2.FB8. 2 3

8-24.GR8 Rock and Gravity Block Wall, and Gabion 4 Cribbing 5

6 8-24.2.GR8 Materials 7

8 8-24.2.INST1.GR8 (Section 8-24.2 is supplemented with the following) 9

Must use once preceding any of the following: 10 11

8-24.2.OPT1.GR8 (Gravity Block Wall) 12 (January 7, 2002) 13 Use in projects constructing gravity block walls. Include 14 with 8-24.3(2).OPT1.GR8 15

16 8-24.3.GR8 Construction Requirements 17

18 8-24.3(2).GR8 Gravity Block Wall 19

20 8-24.3(2).INST1.GR8 (Section 8-24.3(2) is supplemented with the following) 21

Must use once preceding any of the following: 22 23

8-24.3(2).OPT1.GR8 (Gravity Block Wall) 24 (January 7, 2002) 25 Use in projects constructing gravity block walls. 26 Include with 8-24.2.OPT1.GR8. 27 28

8-25.GR8 Glare Screen 29 30

8-25.1.GR8 Description 31 32

8-25.1.INST1.GR8 (Section 8-25.1 is supplemented with the following) 33 Must use once preceding any of the following: 34

35 8-25.1.OPT1.GR8 (April 1, 2002) 36

Use in projects when the work zone analysis determines 37 the need for temporary barrier screening. 38 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 8-25.4.OPT1.GR8, 39 and 8-25.5.OPT1.GR8. 40

41 8-25.2.GR8 Materials 42

43 8-25.2.INST1.GR8 (Section 8-25.2 is supplemented with the following) 44

Must use once preceding any of the following: 45 46

8-25.2.OPT1.GR8 (April 1, 2002) 47 Use in projects when the work zone analysis determines 48 the need for temporary barrier screening. 49 Must use with 8-25.1.OPT1.GR8, 8-25.3.OPT1.GR8, 8-50 25.4.OPT1.GR8, and 8-25.5.OPT1.GR8. 51

52 8-25.3.GR8 Construction Requirements 53

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1 8-25.3.INST1.GR8 (Section 8-25.3 is supplemented with the following) 2

Must use once preceding any of the following: 3 4

8-25.3.OPT1.GR8 (April 1, 2002) 5 Use in projects when the work zone analysis determines 6 the need for temporary barrier screening. 7 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.4.OPT1.GR8, 8 and 8-25.5.OPT1.GR8. 9

10 8-25.4.GR8 Measurement 11 12

8-25.4.INST1.GR8 (Section 8-25.4 is supplemented with the following) 13 Must use once preceding any of the following: 14

15 8-25.4.OPT1.GR8 (April 1, 2002) 16

Use in projects when the work zone analysis determines 17 the need for temporary barrier screening. 18 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 19 and 8-25.5.OPT1.GR8. 20

21 8-25.5.GR8 Payment 22 23

8-25.5.INST1.GR8 (Section 8-25.5 is supplemented with the following) 24 Must use once preceding any of the following: 25

26 8-25.5.OPT1.GR8 (April 1, 2002) 27

Use in projects when the work zone analysis determines 28 the need for temporary barrier screening. 29 8-25.1.OPT1.GR8, 8-25.2.OPT1.GR8, 8-25.3.OPT1.GR8, 30 and 8-25.4.OPT1.GR8. 31

32 8-29.GR8 Wire Mesh Slope Protection 33

34 8-29.1.GR8 Description 35 36

8-29.1.INST1.GR8 (Section 8-29.1 is supplemented with the following) 37 Must use once preceding any of the following: 38

39 8-29.1.OPT1.GR8 (Cable Net Slope Protection) 40

(April 5, 2010) 41 Use in projects with cable net slope protection. Include 42 with 8-29.2.OPT1.GR8, 8-29.3.OPT1.GR8, 8-43 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 44

45 8-29.2.GR8 Materials 46 47

8-29.2.INST1.GR8 (Section 8-29.2 is supplemented with the following) 48 Must use once preceding any of the following: 49

50 8-29.2.OPT1.GR8 (Cable Net Slope Protection Materials) 51

(January 2, 2018) 52

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Use in projects with cable net slope protection. Include 1 with 8-29.1.OPT1.GR8, 8-29.3.OPT1.GR8, 8-2 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 3

4 8-29.3.GR8 Construction Requirements 5 6

8-29.3.INST1.GR8 (Section 8-29.3 is supplemented with the following) 7 Must use once preceding any of the following: 8

9 8-29.3.OPT1.GR8 (Cable Net Slope Protection Construction Requirements) 10

(January 3, 2011) 11 Use in projects with cable net slope protection. Include 12 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-13 29.4.OPT1.GR8 and 8-29.5.OPT1.GR8. 14

15 8-29.4.GR8 Measurement 16 17

8-29.4.INST1.GR8 (Section 8-29.4 is supplemented with the following) 18 Must use once preceding any of the following: 19

20 8-29.4.OPT1.GR8 (Cable Net Slope Protection) 21

(April 5, 2010) 22 Use in projects with cable net slope protection. Include 23 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-24 29.3.OPT1.GR8, and 8-29.5.OPT1.GR8. 25

26 8-29.5.GR8 Payment 27

28 8-29.5.INST1.GR8 (Section 8-29.5 is supplemented with the following) 29

Must use once preceding any of the following: 30 31

8-29.5.OPT1.GR8 (Cable Net Slope Protection) 32 (January 3, 2011) 33 Use in projects with cable net slope protection. Include 34 with 8-29.1.OPT1.GR8, 8-29.2.OPT1.GR8, 8-35 29.3.OPT1.GR8, and 8-29.4.OPT1.GR8. 36

37 8-SA1.GR8 Field Office Building 38

(August 7, 2017) 39 Use in projects when a field office building is required. 40

41 8-SA2.GR8 Bollards 42

(January 2, 2018) 43 Use in projects requiring bollards. 44 Contact Headquarters Design Standard Plans Office for plan details on 45 Type 3 Bollards. 46 47

8-SA3.GR8 (Environmental Compliance) 48 (August 7, 2017) 49 For use on projects where the project has a high risk of soil erosion due 50 to soil type, slope gradient and work in or has proximity to waters of the 51 State (Temporary Erosion and Sediment Control Manual (TESC) 52 defines projects susceptible for high risk soil erosion). Also for use on 53

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projects where there is extensive monitoring of environmental permit 1 compliance. 2 The Region Construction Engineer and Region Environmental Office 3 should be consulted for use as the provision introduces an 4 Environmental Compliance Lead person that incorporates, expands 5 and replaces the duties of the ESC Lead person. 6