00017088 Exh B-1_Plans.pdf

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Kevin Johnson

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Designer:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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Perm. ease.

Prop. temp. ease.

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Perm. ease.

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R_K21705_pl_10.dgn :: Waterlne Key Map 1/13/2026 2:05:45 PM SWolfer

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WATERLINE KEY MAP

CENTER STREET NE

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Reviewer:

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FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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PHASE 1 EAST

PHASE 2

PHASE 3

PHASE 4

PHASE 5

Phase 1

Phase 2

Phase 3

Phase 4

Phase 5

LEGEND

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R_K21705_pl_11.dgn :: Construction Sequence 1/13/2026 2:07:42 PM SWolfer

CONSTRUCTION SEQUENCE

CENTER STREET NE

waterline to terminus on West side.

Phase 5: Remove existing 24" waterline from bridge and install new 36"

Work Year 3:

Phase 4: Temporary connection to 24" waterline across bridge

Work Year 2:

Phase 3: 36" from Front Street to Water St. (temporary termination)

Phase 2: 36" across Southbound Front Street and installation of temporary 24" connection to existing main.

Phase 1 - West: Relocation of 12" main around work bridge embankment

Street and 12"/10" East of Front St.

Phase 1 - East: 36"/24" across Northbound Front Street; 24" within Front

Work Year 1:

CONTRUCTION SEQUENCE:

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Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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WORK SEQUENCE:

WORK SEQUENCE

Extend/pull RJ pipe joints inside the casing all the way out to the west.b.

Connect to 36” D.I. on east side of casing.a.

Install 36” carrier pipe through steel casing.3.

Install steel casing under railroad.2.

Continue installing 36” pipeline west toward railroad crossing.1.

Work By ContractorA.

Phase 3: 36” From Front Street to Water St (temporary termination)

Nighttime closures of S. Bound Front St. lane.a.

Install 36” pipeline west across S. Bound Front St.2.

Connect to 36” MJ BFV on west side of cross at Sta. 15+35.1.

Work by ContractorA.

Phase 2: 36” Across South Bound Front Street

3. Abandon 24" DI

2. Install Blind flange (S)

1. Remove 24" Spool and FCA (S)

C. Post work by City

6. Prepare excavation for City to install temporary connection to existing 24" main.

5. Chlorinate, flush and sample. Chlorination and sampling by City.

4. Flush and test new 12" and 36" mains.

3. Install 36" main from 36" BFV at Sta 3+25 to temporary 36"x24" reducer at 3+72 and 12" blow off.

2. Install 36" main from tee at Sta. 2+96 to 36" BFV at Sta. 3+25.

1. Install 12" main from new tee at Sta. 1+00 to valve, reducers and tee assembly at Sta. 2+96.

B. Work by Contractor

5. Abandon existing 12" main between new 12" tee and extg. 24" main to east.

4. Install 12" tee and valve assembly at Sta. 1+00.

west D.I. spools and couplings north and south.

3. At Sta. 3+25 cut existing 24" WL and install 36"x24" cross, valves, temporary blind flanges east and

2. Shut down existing 24" WL to isolate this main.

1. Install straddle block on existing 24" WL north of approx Sta. 3+25.

A. Pre-work by City.

24" connection to existing system.

Phase 1 - West: Relocation of 12" main around work bridge embankment and installation of temporary

2. Install 24” blind flange (N)

1. Remove FCA, pipe spool and coupling (N)

b. South of Center St.; Approx. Sta. 15+35

2. Install 24” blind flange (S)

1. Remove FCA, pipe spool and coupling (S)

a. North of Center St.; Approx. Sta. 21+50 24” Main on Front St. (After Phase 4; see Phase 4, note B)2.

c. Install 10” 45-deg bends and coupling connection to the east to 10” main.

b. Extend 10” D.I. pipe

a. Remove temporary blow off on 10” pipe at approx. Sta. 17+38.

10-inch Main east of Front St.1.

Post work by CityD.

e. Chlorinate, flush, sample. Chlorination and sampling by City.

d. Flush and test 24", 12" and 10" mains.

c. Install 24" D.I. across west lane of Front Street and connect to 24" BFV (Sta. 21+62).

Install 36” D.I. across west lane of Front Street and connect to 36” BFV (Sta. 15+68 to 15+37).b.

Shift northbound traffic to east lane of Front Streeta.

Traffic Shift Stage 22.

travel lane.

d. Install 24” main in Front Street to north approx. Sta 21+30 and west to edge of active (west)

c. Install 12” and 10” mains to east termination at blow off (Sta. 15+68 to 17+38).

active (west) travel lane.

b. Install 36"x 24" cross and valve assembly at approx. Sta 15+68 and extend 36” D.I. to edge of

a. Shift northbound traffic to west lane of Front Street Traffic Shift Stage 11.

Work by contractorC.

Isolate cut and cap existing 10” main crossing Front Street at approx. Sta 20+97.5.

Install blind flanges east and west.

Install 36” x 24” cross, valves to east, south and west, D.I. spools and couplings north and south. 4.

Cut existing 24” main in Front Street median.3.

Shut down existing 24” WL to isolate main at this location.2.

Install straddle block on existing 24” WL south of approx. Sta. 15+35 in Front Street.1.

Advance Work By CityB.

4. Install 24" tee, couplings north & south, valve and blind flange (E)

3. Cut existing 24" WL

2. Shut down existing 24" WL to isolate main at this location.

1. Install straddle block on existing 24" WL north of approx. Sta 21+64

A. Pre-work by City Phase1 - East: 36”/24” across northbound Front Street, 24” within Front Street and 12”/10” east of Front St.

15. Chlorinate, flush and sample. Chlorination and sampling by City.

14. Test pipeline between BFV at Sta. 11+18 to BFV at Sta. 3+25.

13. Flush pipeline from east side BFV at Sta 11+18 to blow off at Sta. 2+96.

3+72. Construct straddle block on new 36" pipe.

12. Remove temporary 24" D.I. pipe and 36"x24" reducer and connect to 36" main at Sta.

11. Continue 36" D.I. pipe install down Bent 15 shaft.

10. With custom pipe section, complete pipeline connection to pipeline on the bridge.

section on bridge.

9. With expansion joint set at 50% of joint travel, measure and fabricate final connecting pipe expansion joint and the first 36" pipe section to the east on bridge.

8. Install 36" pipe across Bent 15 from vertical 90-degree bend at top of shaft through the

7. Connect to expansion joint at Bent 19 with joint set at 50% of joint travel.

Remove temporary caps/plugs.6.

Pressurize pipeline to fully extend the restrained joints.5.

Temporarily cap pipeline at both Bent 19 and Bent 15.4.

Install to last pipe hanger before Bent 19 before expansion joint location.3.

Bent 19. Pipe spigot ends pointing east, bells to west.

Sequentially lift pipe sections to supports near Bent 15 and pull pipeline east toward 2.

Install pipe hangers and roller supports1.

Bent 15 to Bent 19B.

Extend joints and anchor.6.

Install 36” pipeline inside box girder from Bent 20 to Bent 19.5.

Pull existing 24” pipeline and fittings out of the west end of the box girder at Bent 19.4.

pipe is lined with a 22" HDPE pipeline between Bent 15 and Bent 20. also requiring removal.)

Disassemble the 24” pipeline at Bent 15 and pull pipeline toward bent 15. (Note, the 24" DI 3.

Disconnect 36” x 24” reducer from east end of bridge inside the box girder.2.

Isolate and drain existing pipeline across bridge toward the blow off at approx. Sta. 2+96.1.

East Side Installation (Bent 20 to Bent 19)A.

west side

Phase 5: Remove existing 24” waterline from bridge and install new 36” waterline to terminus on

1. City to grout existing 24" water main between Water St. and Front St.

B. Post work by City

b. Chlorinate, flush and sample. Chlorination and sampling by City.

a. Flush pipeline across bridge to blow off at approx. Sta. 2+96.

2. Flush and disinfect pipeline across bridge.

k. Connect to existing 24" expansion joint with D.I. spool and two, 24" FCA's.

j. After pressure test remove temporary blind flange.

Tap reducer for air release as needed.i.

g. Install temporary blind flange on 24” reducer for pressure testing.

h. Bolt up upper 90-deg bend (FL) and 36" x24" Eccentric Red (FL).

Extend 36” pipe up into box girder.f.

e. Connect to 36” BFV at approx. Sta. 11+18.

d. Remove 24” 90-degree bend inside box girder.

c. Remove 24” vertical pipe and thrust block under bridge, Sta. 10+00.

b. Drain pipeline through 12” blow off on west side of river, approx. Sta. 2+96.

a. City to isolate existing 24" main.

East side of river1.

Work by ContractorA.

Phase 4: Temporary Connection to 24” Waterline Across Bridge

7. Chlorinate, flush and sample. Chlorination and sampling by City.

6. Flush and test 36" and 12" mains.

Install pipeline to 36” BFV and 12" blow off terminus of this phase.5.

c. Connect 12" water line to City-installed GV.

perform hot tap and install 12" GV.

b. Excavate and shore around extg. 12" CI water main west of Water St. for City crews to

Install 36"x12” tee and 12” pipeline across Water Street.a.

Continue installing 36” pipeline west and north from casing.4.

RA03

R_K21705_nt_10.dgn :: Work Sequence 1/16/2026 1:58:01 PM SWolfer

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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After testing, remove all water from the water pipeline if not placed in service immediately.

placement method and layout shop drawings and details for review by the Engineer prior to construction.

The Contractor shall be solely responsible for detailing, fabricating installing and testing the pipelines. Submit pipeline

Number", whichever is larger.

shall be a minimum of 3'-0" long, or a minimum of one letter height beyond the text "Legend, Owner, Emergency Phone self-adhesive, vinyl labels at each end of the bridge and oriented to be seen from normal eye height from the ground. Labels

Pipeline shall be clearly labeled in accordance with the following APWA color code: "Blue Background with White Lettering". Place

Contractor shall be responsible for repairing all leaks to comply with pressure testing requirements.

Hydro-statically test all pipelines to a specified pressure in the Special Provisions and in accordance with the AWWA C-600.

joints.

Bent 15 and bent 19 before final measurement, fabrication of custom pipe section(s) and connections to the expansion

(f) Note this process will be required between the fixed end at Bent 20 and the expansion joint at Bent 19 and again between

(e) Connect the line to the expansion joints set at the mid-range of expansion/contraction length.

(d) Release pressure and remove blind flanges.

the pipe supports so the supports are not restraining the longitudinal deflection, typical.

longitudinal at (c) Slowly pressurize the line to the testing pressure checking to makes sure that as the line extends it slides

(b) Place temporary restrained cap or plug before expansion joints at Bent 15 and Bend 19.

manufacturer's recommended procedures.

(a) Manually extend each ductile iron joint during pipe installation to minimize pullout expansion following caused by lengthening of the pipeline under pressure if not pre-extended:

extend the pipeline installation across the bridge. This procedure minimizes longitudinal distortion at the expansion joint

Prior to connection of pipeline at both ends of the bridge and the expansion joints, the following procedure shall be followed to treatments, and specialty items for review and approval by the Engineer.

Contractor shall provide a material list and a detailed pipeline layout shop drawing including fittings, spool sections, end

530.14. Place inserts such that the hanger rods are plumb without bending the hanger rods.

per ASTM Specifications A123 and A153 as applicable. Structural concrete inserts shall meet the requirements of specification washers are required. All bolts, rods, nuts, structural steel, rollers and miscellaneous attachments shall be hot dip galvanized

Specification A36 or A500 Gr. B. All washers shall conform to ASTM Specification F436 except where low-friction polymer

F1554 Grade 55. All nuts for threaded rod shall conform to ASTM A563. Structural steel in supports shall conform to ASTM

All bolts and nuts shall conform to ASTM Specification A307 unless noted otherwise. All threaded rod shall conform to ASTM be hot dip galvanized after fabrication.

Pipe roller materials shall conform to the Anvil figure numbers shown on the plans or approved equal. All hanger material shall

See Special Provisions for requirements of the expansion joints.

equal. Exceptions include where otherwise indicated in the drawings to utilize a restrained mechanical joint.

All joint in pipes and fittings shall provide positive joint separation by means of interference fit weld beads, bolted flanges, or

WATER GENERAL NOTES (ON STRUCTURE):

GENERAL NOTES

and standard street cut requirements.

7. Refer to ODOT standard drawings RD300 and RD302 for trench bedding, and backfill requirements

6. Salvage temporary plugs, caps or blind flanges to the City at the end of the project or upon request.

Monday - Wednesday to provide for water sampling analysis for the 48-hour sample.

water. Provide 14 days notice in advance of disinfection needs. City will only begin chlorination will conduct sampling for bacteriological testing. Provide piping for discharge of the chlorinated

5. City to provide equipment and chemicals for dechlorination for final flushing after disinfection and

City after successful testing.

4. Install chlorination taps as indicated in the drawings, and excavate to the taps for removal by the chemicals for dechlorination during initial blow off and flushing of new water mains.

protection of facilities and environment from discharged water. Provide any required equipment and

3. Contractor responsible for all flushing provisions required to attain adequate flushing and can open valves for filling and flushing pipelines.

2. Only City staff can cut and connect to existing mains and operate city-owned valves. Only City staff sections after assembly of the joint and prior to making connections to bends, fittings or valves.

1. Use restrained joint pipe for all pipelines on the project. Fully extend the restrained joint pipe

WATER GENERAL NOTES:

RA04

R_K21705_nt_11.dgn :: General Notes 1/13/2026 1:46:51 PM SWolfer

PIPE SHIELD DETAIL

3/16"=1'-0"Scale:

Pipe shield, 3'-10" long

SPAN 15 - 1

1"=10'Scale:

� Bent 15

123'-7 15'-7" 19'-10"

SPAN 15 - 2

1"=10'Scale:

� Bent 16

19'-10" 19'-10" 19'-10" 19'-10"

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60181 bridge deck Existing concrete ball expansion joint Force balanced double

Waterline Elevation See sht. RB06 for Bent 15

Existing steel girder cross-frame, typ.

Existing steel where shown otherwise connection, typ. except Restrained joint pipe

Hanger Number on bridge.

4. See Sht. RB07 for construction work sequence details for pipeline installation.

3. See RA and RC sheets for additional notes and are maintained unless noted otherwise.

provided minimum clearances to cross-frames to accommodate different pipe lengths

2. Hanger spacing dimensions may be adjusted pipe roller unless noted otherwise.

1. All dimensions horizontal and to centerline of

NOTES:

*Dimension cannot be adjusted.

pipe bell, measured along pipe.

roller to beginning of flare for

**Dimension from centerline of

"4117'-4 min., typ.

"212'-0

19'-10" determine length in field FLxRJ spigot spool, (See Note 2 and Pipe Shield Detail) required to match hanger spacing RJ pipe section, typ., length as see Sht. RB09 for details Waterline hanger, typ., to be removed, typ.

Existing maintenance walkway

Walkway at Bents

See sht. RB15 for Maintenance

Walkway

Maintenance

See shts. J02 and JA01 for list of bridge drawings.

Bridge #00123K

1 2 3 4 5 6

6 7 8 9 10 11

X

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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RB01

BRIDGE WATERLINE LAYOUT - 1

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WWW.DOWL.COM

BR_K21705_bt_97.dgn :: RB01 1/13/2026 10:07:22 AM SWolfer

� Bent 16

SPAN 16 - 1

1"=10'Scale:

19'-10"19'-10"19'-10""8118'-419'-10""855'-8

SPAN 16 - 2

1"=10'Scale:

� Bent 17

19'-10"19'-10"19'-10"19'-10""8118'-4

Walkway at Bents

See sht. RB15 for Maintenance

11 12 13 14 15 16 17

17 18 19 20 21 22 23

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60181

19'-10"

19'-10" on bridge.

4. See Sht. RB07 for construction work sequence details for pipeline installation.

3. See RA and RC sheets for additional notes and are maintained unless noted otherwise.

provided minimum clearances to cross-frames to accommodate different pipe lengths

2. Hanger spacing dimensions may be adjusted pipe roller unless noted otherwise.

1. All dimensions horizontal and to centerline of

NOTES:

see sht. RB09 for details Waterline hanger, typ., Shield Detail, sht RB01) spacing (See Note 2 and Pipe as required to match hanger RJ pipe section, typ., length to be removed, typ.

Existing maintenance walkway

Existing steel cross-frame Existing steel girder

See shts. J02 and JA01 for list of bridge drawings.

Bridge #00123K

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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RB02

BRIDGE WATERLINE LAYOUT - 2

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_96.dgn :: RB02 1/13/2026 10:07:28 AM SWolfer

SPAN 17 - 1

1"=10'Scale:

� Bent 17

19'-10""855'-8 "4118'-4 19'-10" 19'-10" "8119'-10

SPAN 17 - 2

1"=10'Scale:

18'-1" 19'-10" 19'-10" 19'-10" 19'-10"

� Bent 18

Walkway at Bents

See sht. RB15 for Maintenance

23 24 25 26 27 28 29

3 3 2 2 1 2

29 30 31 32 33 34 35

2 2 1 2 3 2 3

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60181

19'-10"

19'-10"

See sht. RB08 for details.

4" Air and Vacuum Valve (Flomatic Maxiair #6524)

1" Air and Vacuum Valve (Flomatic Maxiair #6521)

1" Air Release Valve (Flomatic Miniair #6503C)

AIR RELEASE VALVE NOTES:

on bridge.

4. See Sht. RB07 for construction work sequence details for pipeline installation.

3. See RA and RC sheets for additional notes and are maintained unless noted otherwise.

provided minimum clearances to cross-frames to accommodate different pipe lengths

2. Hanger spacing dimensions may be adjusted pipe roller unless noted otherwise.

1. All dimensions horizontal and to centerline of

NOTES:

to be removed, typ.

Existing maintenance walkway Existing steel cross-frame Existing steel girder see sht. RB09 for details Waterline hanger, typ., Shield Detail, sht. RB01) spacing (See Note 2 and Pipe as required to match hanger RJ pipe section, typ., length

See shts. J02 and JA01 for list of bridge drawings.

Bridge #00123K

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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RB03

BRIDGE WATERLINE LAYOUT - 3

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_95.dgn :: RB03 1/13/2026 10:07:33 AM SWolfer

SPAN 18 - 1

� Bent 18

5'-6" 19'-10" "4117'-2 19'-10" 19'-10"

SPAN 18 - 2

1"=10'Scale:

� Bent 19

19'-10" "4318'-11 ball expansion joint Force balanced double

* Dimension cannot be adjusted.

determine length in field RJ bell x FL spool, Walkway

Maintenance

35 36 37 38 39 40

40 41 42 43 44 1 2

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60181

19'-10"

19'-10" on bridge.

4. See Sht. RB07 for construction work sequence details for pipeline installation.

3. See RA and RC sheets for additional notes and are maintained unless noted otherwise.

provided minimum clearances to cross-frames to accommodate different pipe lengths

2. Hanger spacing dimensions may be adjusted pipe roller unless noted otherwise.

1. All dimensions horizontal and to centerline of

NOTES:

Shield Detail, sht. RB01) spacing (See Note 2 and Pipe as required to match hanger RJ pipe section, typ., length to be removed, typ.

Existing maintenance walkway

Existing steel cross-frame Existing steel girder

See shts. J02 and JA01 for list of bridge drawings.

Bridge #00123K

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MARION & POLK COUNTIES

WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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RB04

BRIDGE WATERLINE LAYOUT -- 4

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_94.dgn :: RB04 1/13/2026 10:07:37 AM SWolfer

SPAN 19 - 1

� Bent 19

"434'-6 8 513'-1 "8723'-1 be removed, typ. (7 places) Existing pipe roll stand to long pipe shield Pipe roll with 1'-0" spool FL x RJ spigot

SPAN 19 - 2

1"=10'Scale:

� Bent 20

"8119'-10 "8115'-10 8'-8" see sht. RB23 for access hatch details see sht. JA47 for removal details, Existing access hole to be modified, connection details See sht. RB19 for temporary

Flanged base bend fitting

RJ bell x FL spool

1 2 3 4

3'-4"±

4 5 6 7

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19'-10" see sht. JA47 for details be modified, typ. (4 locations), Existing concrete diaphragm to on bridge.

4. See Sht. RB07 for construction work sequence details for pipeline installation.

3. See RA and RC sheets for additional notes and are maintained unless noted otherwise.

provided minimum clearances to cross-frames to accommodate different pipe lengths

2. Hanger spacing dimensions may be adjusted pipe saddle unless noted otherwise.

1. All dimensions horizontal and to centerline of

NOTES:

support spacing (see Note 2) length as required to match RJ pipe section, typ., see sht. RB22 for details Pipe saddle "C", typ., see sht. RB18 for details Pipe support, typ., *Dimension cannot be adjusted.

temporary pipe connection.

**Field verify dimension after making

See shts. J02 and JA01 for list of bridge drawings.

Bridge #00123K

19'-10"

" **4 32'-10

" **2 12'-10

"8 12'-9

"4 32'-7

"8 32'-6

"4 32'-4

"8 72'-3

(Bottom Slab to � Pipe) Height

Support Number

Checker:Drafter:

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Reviewer:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB05

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BRIDGE WATERLINE LAYOUT - 5

BR_K21705_bt_101.dgn :: RB05 1/13/2026 10:07:42 AM SWolfer

1'-3"±, typ.

36'-2"±

"8

4'-11

"CE" Line

El. 126.0

BENT 15 ELEVATION

1"=15'Scale:

Looking back on station sht. RB21 for details

Pipe Saddle "B" see details places, see sht. RB17 for and Pipe Saddle "A", typ. 3

Crossbeam Pipe Support sht. RB21 for details

Pipe Saddle "B", see sht. RC08 for fitting alignment mechanical joint fittings, see

36" ductile iron 90° bend, (adjust length as required for fit) joint spigot x plain end pipe section

36" ductile iron pipe, 3'-8"± restrained pipe, restrained joints

36" ductile iron water of pipe in ground

See sht. RC08 for details x restrained joint bell pipe section

36" ductile iron pipe, 3'-0" flanged

90° bend, typ. 2 places

36" ductile iron water pipe, flanged

36" ductile iron water pipe, flanged required for fit) spool, 3'-0"± (adjust length as

36" ductile iron water pipe, FL x FL

Coordination Detail, this sheet

See Pipe Bracket sht. JA55 for details

Thrust block, see for details support, see sht. JA57

Concrete water line sht. JA65 for details plate washers, see

Structural rods and washers structural rods and plate to avoid conflict with

Field locate pipe bracket

EXPIRES: 6/30/

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60181 determining lengths of final pipe segment(s).

pipe and fully extend all RJ joints prior to

3. Assemble vertical sections of restrained joint sequence.

2. See Sht. RA03 for water line construction work details for pipeline installation.

1. See RA and RC sheets for additional notes and

NOTES:

PIPE BRACKET COORDINATION DETAIL

Scale: 1/4"=1'-0"

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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N A

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AN

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RB06

BENT 15 WATERLINE ELEVATION

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_98.dgn :: RB06 1/13/2026 10:07:46 AM SWolfer

� Bent 15 � Bent 19

Construct Bent 20 wall seismic retrofits. Work maybe concurrent with .

59V-051

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2. See Sheet RA03 for construction work sequence.

1. See RA and RC sheets for additional notes and details for pipe installation.

NOTES:

FL x RJ spigot spool FL x RJ bell spool

Bent 15 pipe layout See sht. RB06 for

Span 19 pipe layout See sht. RB04 for for pipe layout see shts. RB01 thru RB03 Restrained joint pipe, Existing hangers and walkway not shown for clarity

3 7

5 7

7 9

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB07SEQUENCE

BRIDGE WATERLINE CONSTRUCTION

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

*Install hangers and maintenance walkway prior to Waterline Phase 5.

Install air release valves.

Install upper struts and lateral restraints.

Install 36 inch DI pipe in Spans 15-19. Extend bells.

Remove existing pipe and pipe supports in Spans 15-19, leaving elbow at Bent 20. See sht. RA03 for details.

Construct Bent 15 and 19 bridge deck and joint work.

Remove existing Bent 15. Construct new Bent 15 crossbeam.

Remove existing pipe and hangers in Spans 15-18.

Remove existing maintenance walkway and install new walkway stringers and and grating.*

Install hangers in Spans 15-18. Do not install upper struts or lateral restraints.*

WWW.DOWL.COM

BR_K21705_bt_104.dgn :: RB07 1/13/2026 10:07:51 AM SWolfer

CONSTRUCTION WORK SEQUENCE

12" clearance above pipe

Assembly must fit within

(brass/bronze)

1" dia. ball valve Insulation jacket

" dia. brass pipe2

1" air release valve junction box into jacket

Heat wire, route from

12" clearance above pipe

Assembly must fit within

36"� d.i. pipe

Insulation jacket junction box into jacket Heat wire, route from

4" air and vacuum valve

4" cast iron ball valvesleeve, flange 36"x4" steel tapping

- FIPT, 90° bend

- MIPT spools

- tapped flange 4" galvanized fittings

" dia. bolts, typ.8 5 " bolts for length adjustment2

1receive

, slot to 4 1 x 2

1 x 22 1Galvanized L2 tension connections " 304 ss straps w/4

" galvanized unistrut8

36" dia. d.i. pipe

- 1" air release valve

- brass spool

- brass 90° elbow (FIPT)

- brass spool

- ball valve (FIPT) 90° elbow (install w/ teflon tape) 1" dia. direct tap, brass MIPT

Trim downturned angle at each end Trim and bend angle

59V-051

AIR RELEASE/AIR VACUUM VALVE

Scale: No Scale

AIR RELEASE VALVE

Scale: No Scale

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB08

Bob Goodrich, PE

Andy Howe, PE

Kevin Johnson

Brian Sevits

WATERLINE DETAILS

WWW.DOWL.COM

OREGON

RE

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RED PROFESSIONALEN

EVIN R.OHN

SO

N2

0 , 211 A

Y

M

97292PE

BR_K21705_bt_106.dgn :: RB08 1/13/2026 10:07:55 AM SWolfer

� existing girder � waterline � existing girder

"874'-11

TYPICAL WATERLINE HANGER ELEVATION

1/2"=1'-0"Scale:

sht. RB13 for details Upper Strut, see

" dia. bolt, typ.4 w/ F436 washer for or approved equal, Undercut Anchor M10 Hilti HDA-T sht. RB12 for details Lower Strut, see

Pipe roller

" thick steel8

Pipe shield, for details see sht. RB11 Lateral Retainer, water pipe 52 ductile iron 36" dia. Class for details see sht. RB11 Vertical Hanger, for details see sht. RB14 walkway, typ.

Maintenance for details sht. RB10 Bracket, see Attachment

59V-051

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DEPTH

EFFECTIVE

FORCE (lb)

PULLOUT

MINIMUM

GRADESIZETYPESYSTEM

POST-INSTALLED ANCHOR TABLE

3.25"2,80036"2 1ExpansionMechanical

7.5"26,600HDA-T*M16UndercutMechanical

3.9"10,000HDA-T*M10UndercutMechanical

7.5"21,70055"4 3BoltResin

4"7,20060#4RebarResin

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB09

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE HANGER ELEVATION

WWW.DOWL.COM

BR_K21705_bt_102.dgn :: RB09 1/13/2026 10:08:01 AM SWolfer

Provide fiberglass walkway grating and fasteners according to the specifications.

Tighten high-strength bolts using the Turn of Nut method unless shown otherwise.

otherwise. Exclude bolt threads from shear planes.

Provide galvanized high-strength bolts according to ASTM F3125, Grade A325 unless shown

Grade 50. Hot-dip galvanize steel after fabrication.

Provide steel shapes according to ASTM A992. Provide steel plates according to ASTM A572 concrete in concrete pipe supports.4 3 Provide Class 4000 -

Provide reinforcement according to ASTM A615 Grade 60 or ASTM A706 Grade 60.

for Construction 2024".

Provide all materials and perform all work according to the "Oregon Standard Specifications

CONSTRUCTION NOTES

40 psf distributed load or 300 pound concentrated load.

Walkway design live loads:

Hanger designed according to 2022 Oregon Structural Specialty Code with SDS = 0.91.

DESIGN NOTES

WATERLINE HANGER GENERAL NOTES

*Seismic Anchor s p a c e s

"2

1 "2 s p a c e s

Stiffener Plate, typ.

W6 x 25 x 15 x 3'-3"16

PL

Undercut Anchor, typ.

dia. bolt for M10 Hilti HDA-T

"4

ASTM F436 washer for

" slotted hole and 8

" x 18

PLAN

1"=1'-0"Scale:

"4

"4

W6 DETAIL

1"=1'-0"Scale:

W6 x 25 high strength bolt

" dia.4

" dia. hole for 16

STIFFENER PLATE DETAIL

1"=1'-0"Scale:

"8

"2

" radius2

"16 x 0'-54 x 52

PL

" snip, 2 places2

W6 x 25 high strength bolt

" dia.4

" dia. hole for 16

Undercut Anchor, typ.

dia. bolt for M10 Hilti HDA-T

"4

ASTM F436 washer for

" slotted hole and 8

" x 18 x 15 x 3'-3"16

PL

Stiffener Plate, typ.

2 places

5 3'-2" of plate, typ.

1/4" from end Stop welds

ELEVATION

1"=1'-0"Scale:

4"

59V-051

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Checker:Drafter:

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Reviewer:

AVAILABLE UPON REQUEST

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WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB10

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE HANGER DETAILS - 1

BR_K21705_bt_105.dgn :: RB10 1/13/2026 10:08:05 AM SWolfer

(SECTION C-C)

LATERAL RETAINER ELEVATION

1 1/2"=1'-0"Scale:

(SECTION D-D)

BOTTOM VERTICAL HANGER

1 1/2"=1'-0"Scale:

"2

1 "2 x 6 x 0'-11"2

PL

Typ.

W5 x 16 vertical hanger

W6 x 25 lower strut

(SECTION B-B)

LATERAL RETAINER PLAN

1 1/2"=1'-0"Scale:

Waterline

W6 x 25 lateral retainer in standard hole, typ.

" dia. ASTM A325 bolt2

W5 x 16 vertical hanger

(SECTION A-A)

TOP VERTICAL HANGER

1 1/2"=1'-0"Scale:

W5 x 16 vertical hanger

"2 x 6 x 0'-11"2

PL

"8

"8

Typ.

high strength bolts, typ.

" dia. 4

" dia. holes for 16

"4

1 "4

W6 x 25 lateral retainer

W5 x 16 vertical hanger

A

C

D

B B ty p

D

C

A

Waterline

VERTICAL HANGER ELEVATION

1"=1'-0"Scale:

Waterline

W5 x 16 vertical hanger

LEFT HANGER

RIGHT HANGER

x 6 x 0'-11"2

PL

x 6 x 0'-11"2

PL

.1

.1 retainer lateral

W6 x 25

59V-051

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60181 to plate, not parallel to W5 x 16.

Detail view is perpendicular

NOTE:

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB11

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE HANGER DETAILS - 2

BR_K21705_bt_113.dgn :: RB11 1/13/2026 10:08:09 AM SWolfer

"2

8'-9

E

E

"8

2 2'-11" "4

2'-7 2'-11" "8

� conn. PL � conn. PL � vertical hanger

"851'-9 "851'-9

� vertical hanger

BOTTOM STRUT ELEVATION

1"=1'-0"Scale:

Pipe roller

CONNECTION (SECTION E-E)

BOTTOM STRUT STRINGER

1 1/2"=1'-0"Scale:

OUTSIDE CONNECTION

BOTTOM STRUT

1 1/2"=1'-0"Scale:

INSIDE CONNECTION

BOTTOM STRUT

1 1/2"=1'-0"Scale:

Pipe roller

W5 x 16 stringer W6 x 25 bottom strut

"21

"212 "411

Typ.

washer, typ.

ASTM A325 bolt, w/ plate

" dia. 4 3" dia. hole for 16

W5 x 16 stringer stringer and lower strut Connection PL for splice between

" cope, typ.2

W6 x 25 bottom strut toe board8 3L6 x 6 x grating, see Specifications 4'-0" wide fiberglass stringer and lower strut Connection PL for splice between W5 x 16 stringer

A325 bolt, typ.

" dia. ASTM 4

"814"211

"215"412

"21

"412

"21

CONNECTION PLATE DETAIL

1 1/2"=1'-0"Scale:

"211"212

" cope, typ.2 bolt, typ.

" dia. ASTM A3254

3for

" slotted hole 8 7" x 116

13"4 3 x 0'-82

1 x 52

1PL

Typ.

3-1216

� conn. PL � conn. PL

"211

59V-051

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60181

Checker:Drafter:

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SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB12

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE HANGER DETAILS - 3

BR_K21705_bt_114.dgn :: RB12 1/13/2026 10:08:15 AM SWolfer

"16

4'-3

D x 7 x 0'-10"4 PL W6 x 25 top strut in oversized hole, typ.

" dia. ASTM A325 bolt 4

W5 x 16 vertical hanger

TOP STRUT ELEVATION

1 1/2"=1'-0"Scale:

x 7 x 0'-10"4

PL

W6 x 25 top strut

Typ.

SECTION D-D

1 1/2"=1'-0"Scale:

D

7"

2"

"2

"2

2"

SAFETY RAIL (HANGERS #1 AND #44)

3/4"=1'-0"Scale:

"2

1'-9"Pipe, ASTM A53

2" dia. Std.

R

Pipe, ASTM A53

" dia. Std.2

2 places hanger vertical

W5 x 16 typ

5"

SAFETY RAIL CONNECTION DETAIL

3"=1'-0"Scale:

"8

1 "8 p ip e c o n n e c ti o n p la te

� W5 x 16 vertical hanger = � connection plate high strength bolts, typ.

" dia. 2

1 and W5 x 16 for

9/16" dia. holes in plate

1PL

59V-051

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60181

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB13

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE HANGER DETAILS - 4

BR_K21705_bt_115.dgn :: RB13 1/13/2026 10:08:19 AM SWolfer

Bridge deck

Steel girder, typ.

toe board, typ.8 x L6 x 6 see Specfications

4'-0" wide fiberglass grating, W5 x 16 stringer, typ.

iron pipe

36" ductile

" max.2 m in m a x

WALKWAY ELEVATION

3/8"=1'-0"Scale:

L2

L=Hanger Spacing

W5 x 16 diaphragm toe board8 L6 x 6 x

W5 x 16 stringer

W6 x 25 lower strut

WALKWAY STRINGER FRAMING PLAN (ONE SIDE SHOWN)

3/4"=1'-0"Scale:

� lower strut s tr in g e r s tr in g e r

� lower strut around hanger and pipe roller Fiberglass grating, trim

Vertical hanger

Lower strut trim at lower strut toe board, 8

3 L6 x 6 x

2'-11"

Pipe roller

W5 x 16 stringer

WALKWAY PLAN AT HANGERS

1"=1'-0"Scale:

� stringer� stringer l o w e r s tr u t

59V-051

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Checker:Drafter:

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Reviewer:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB14

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE WALKWAY DETAILS - 1

BR_K21705_bt_110.dgn :: RB14 1/13/2026 10:08:24 AM SWolfer

SECTION A-A

1/4"=1'-0"Scale:

SECTION B-B

1/4"=1'-0"Scale:

Tie-off bar

Access ladder see sht. RB16 for details

Bent walkway support, Walkway iron water pipe

36" ductile

Bent

Walkway support stringer

Walkway support stringer see sht. RB16 for details

Bent walkway support, Bent

Walkway iron water pipe

36" ductile

Walkway

� bent

(BENT 17 SHOWN, BENTS 16 & 18 SIMILAR)

BENT WALKWAY DETAILS

1/4"=1'-0"Scale:

PLAN

ELEVATION

Bent walkway support

Bent

� girder support at ladder Bent walkway

Walkway stringers, typ.

lower strut Pipe support hanger

NOTE:

Water pipe and girders not shown for clarity.

Access ladder location 17 and 18, field verify Access ladder at Bents

� bent see sht. RB16 for details Bent walkway support at ladder, Walkway stringers, typ.

Pipe support hanger

Bent see sht. RB16 for details Bent walkway support, 9" 9"

B

B

L im it s o f w a lk w a y it s o f w a lk w it s o f w a lk w it s o f w a lk w a y

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60181

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

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RB15

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

WATERLINE WALKWAY DETAILS - 2

BR_K21705_bt_118.dgn :: RB15 1/13/2026 10:08:34 AM SWolfer

1'-3""2

6'-31'-3"

8""2

4'-01'-3"

NOTE:

See sht. RB12 for stringer connection plate spacing

B

B

A A

NOTE:

See Bent Walkway Support for details not shown.

"2

"4

SECTION A-A (ONLY W6X25 SHOWN)

1 1/2"=1'-0"Scale:

SECTION B-B (ONLY W6X25 SHOWN)

1 1/2"=1'-0"Scale:

only, see sht. RB12 for details

Connection Plate, span side

"2

" slotted hole, typ.8

" x 116

BENT WALKWAY SUPPORT

3/4"=1'-0"Scale:

BENT WALKWAY SUPPORT AT ACCESS LADDER

3/4"=1'-0"Scale:

W5 x 16 stringer, typ. W6 x 25 floorbeam Fiberglass walkway, typ.

Post, see details this sht.

W5 x 16 stringer, typ. Fiberglass walkway, typ. W6 x 25 floorbeam

POST DETAILS

1"=1'-0"Scale:

t y p typ.

", 2 x 8 x 1'-0" base plate2

PL

resin bonded anchors

" dia. 4

" dia. holes for 16

W6 x 25 post

"2 x 7 x 0'-72

PL

" dia. bolts4 for

" dia. holes 16

* Field verify post height.

59V-051

EXPIRES: 6/30/

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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T N

E

MTRAPED

N

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O

N

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ATROPS

N A

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PL

AN

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NA

L R

EV

IE

W

RB16

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BENT WALKWAY SUPPORT DETAILS

BR_K21705_bt_120.dgn :: RB16 1/13/2026 10:08:43 AM SWolfer

"4

2'-10

4'-0" for details see sht. RB20

Pipe Saddle "A", W12 x 35

W10 x 45 undercut anchors, typ.

3- M16 Hilti HDA-T

A

3"

"2

"2

5" x 15 x 1'-6"4

PL

3 sides

3 sides

CROSSBEAM PIPE SUPPORT

3/4"=1'-0"Scale:

SECTION A-A

3/4"=1'-0"Scale:

NOTE:

Waterline and pipe saddle not shown for clarity.

B B

"8

1'-2 1'-6"

" dia. bolts, typ.4

" dia. holes for16

VIEW B-B

3/4"=1'-0"Scale:

NOTE:

Waterline and pipe saddle not shown for clarity.

W12 x 35

A

"8 5 x 3 x 0'-92

1 PL

at flange to web intersections Web stiffeners with 1" clip

5and web flanges Weld to undercut anchors M16 Hilti HDA-T

" dia. holes for4 x 10 x 1'-3"4

3 PL

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

PL

AN

S

FIN

AL

RE

VI

EW

WWW.DOWL.COM

EXPIRES: 6/30/

W

E

I E

E S

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ON

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RDPR E

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60181

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Ben Wardell, PE

Andy Howe, PE

Brian Sevits

CROSSBEAM PIPE SUPPORT

RB17

BR_K21705_bt_107.dgn :: RB17 1/13/2026 10:08:52 AM SWolfer

� pipe = � support � pipe = � support

7'-11"

"812'-11

V a ri e s t y p

1" grout pad " blockout for 2

1'-6"

V a ri e s

A307 bolt " dia. ASTM 8

7'-11" details enlargement sht. JA47 for diaphragm, see Access hole in for details see sht. RB22 Pipe saddle "C", details enlargement sht. JA47 for diaphragm, see Access hole in for details see sht. RB22 Pipe saddle "C", sht. PA10 for details Heat trace, see

3- #4 C bars

#4 hooks @ 6" into existing slab #4 L bars, resin bond

#4 C bar, rotate as required

6", typ.

3'-5" t y p

3'-1"

3'-0"

Anchor bolt, typ.

3- #4 C bars as shown

#4 hoops @ 6" and washer Leveling nut

" dia. ASTM A307 bolt8

59V-051

EXPIRES: 6/30/

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PIPE SUPPORT ELEVATION

Scale: 1/4" = 1'-0"

ELEVATION, MINIMUM HEIGHT PIPE SUPPORT

Scale: 1/4" = 1'-0"

PLAN

Scale: 1" = 1'-0"

ANCHOR BOLT DETAIL

Scale: 3" = 1'-0"

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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T N

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N

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N A

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AN

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VI

EW

RB18

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BOX GIRDER PIPE SUPPORT

BR_K21705_bt_111.dgn :: RB18 1/13/2026 10:09:03 AM SWolfer

� Bent 20

200 expansion joint Existing EBAA Ex-Tend

Remove existing 5'-0" spool

36x24 Eccentric Reducer Box girder stem opening to be enlarged Existing access bend 36" ductile iron pipe Short radius flanged 90°

PLAN

1/4"=1'-0"Scale:

e x is ti n g w a te rl in e

� Bent 20 to align with base bend flange detail this sheet. Field locate Flange support block, see flange support block with double nuts iron pipe. Attach to resin-bonded anchors in Short radius flanged 90° base bend 36" ductile

36x24 Eccentric Reducer existing expansion joint to fit assembly 24" DI spool: PE x PE 15" L± 2, FCA's; adjust

200 expansion joint Existing EBAA Ex-Tend

Existing pipe stand

DI spool, FL x FL; 24" length

1'-3"

36" ductile iron pipe

Elev. = xxx.xx

Matchline, see above right

ELEVATION

1/4"=1'-0"Scale:

5"

New footing

36" bend, MJ restrained joint pipe 36" ductile iron F ie ld v e ri fy bell, 3'-0" as shown 36" ductile iron, FL x RJ

VERTICAL PIPE AT BENT 20 DETAIL

1/8"=1'-0"Scale:

Elev. = 145.38

Matchline, see below

RJ spigot x PE 36" ductile iron sht. JA82 for details Thrust cushion, see sht. JA82 for details Thrust block, see

Finished ground

FLANGE SUPPORT BLOCK

1/2"=1'-0"Scale:

ty p

1'-10" seismic 135° hooks 1-#4 hoop with typ.

5" face of existing concrete Extend anchors 8" beyond into existing concrete.

bonded anchor, typ. Install

" dia. Grade 55 resin-4

1'-4"

59V-051

EXPIRES: 6/30/

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OREGON

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60181

Checker:Drafter:

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SHEET NO.

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AVAILABLE UPON REQUEST

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WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

T N

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MTRAPED

N

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O

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N A

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AN

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VI

EW

RB19

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BENT 20 TEMPORARY CONNECTION

WWW.DOWL.COM

BR_K21705_bt_103.dgn :: RB19 1/13/2026 10:10:25 AM SWolfer

11. Install new access hatch.

and connect to existing expansion joint.

10. Remove blind flange, insert ductile iron spool and two FCA's

9. Pressure test to the 24" blind flange.

temporary air release provisions.

8. Install 24" blind flange on upper 36x24 reducer along with and thrust cushion, see sht. JA82 for details.

7. Temporarily support the lower MJ bend. Form and pour thrust block

90° MJ bend.

6. Trim vertical ductile iron pipe to length and insert into lower

5. Install and temporarily support vertical 36" D.I. pipe. Fully extend restrained joints.

support pipe as required.

reducer, and 36" 90° base bend. Adjust pipe supports and temporarily

4. Install 24" D.I. spool with flange coupling adapters, 36x24 eccentric

3. Construct Bent 20 retrofit, see sht. JA78 for details.

expansion joint. Field verify requried length of new 24" D.I. spool.

existing 90° elbow and 24" D.I. spool and cap pipe at existing

2. Remove existing ductile iron pipe from Bent 20, including

1. Remove existing box girder access cage and enlarge existing access hole.

CONSTRUCTION SEQUENCE (Phase 4)

PIPE SADDLE "A" ELEVATION

1"=1'-0"Scale:

VIEW A-A

1"=1'-0"Scale:

A

A

Saddle Plate

Plate A

Plate B

Plate C

Plate A

Plate B

Clamp Plate

Clamp Plate, PL

Saddle Plate, PL

Plate A

Plate B

Plate CBB Base Plate

Base Plate tighten snug tight double nut, typ., Grade A325 bolt with

" dia. ASTM F15544

"8

R

Backgouge S

S

B and C Typ. Plates16

3"

7"

SECTION B-B (BASE PLATE)

1"=1'-0"Scale:

1'-6"9"

" dia. bolts, typ.4

" dia. holes for16 x 6 x 3'-0", typ.8

5 PL"436 "4111 "4111

9"

"436

PLATE "A"

1"=1'-0"Scale:

R

2'-11"

5PL

PLATE "B"

3"=1'-0"Scale:

PLATE "C"

3"=1'-0"Scale:

1" chamfer, typ.

1" chamfer, typ.

1 PL

1PL

Checker:Drafter:

Designer:

SHEET NO.

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MARION & POLK COUNTIES

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

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PL

AN

S

FIN

AL

RE

VI

EW

"412 "412

WWW.DOWL.COM

EXPIRES: 6/30/

W

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ON

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,2004

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60181

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

PIPE SADDLE "A"

RB20

BR_K21705_bt_108.dgn :: RB20 1/13/2026 10:10:50 AM SWolfer

PIPE SADDLE "B" ELEVATION

3/4"=1'-0"Scale:

VIEW A-A

3/4"=1'-0"Scale:

A

A

Saddle Plate

Plate A

Plate B

Plate CBase Plate

Plate B

B B

Plate A Plate A

Plate B

Base Plate

Plate C

3"

7"

Clamp Plate, PL

Saddle Plate, PL

Backgouge S

S

"8

R tighten snug tight double nut, typ., Grade A325 bolt with

" dia. ASTM F15544

Clamp Plate

B and C Typ. Plates16

SECTION B-B (BASE PLATE)

1"=1'-0"Scale:

" dia. bolts, typ.4

" dia. holes for16 x 15 x 3'-0", typ.8

5 PL

PLATE "A"

1"=1'-0"Scale:

2'-11"

R

5 PL

PLATE "B"

1 1/2"=1'-0"Scale:

PLATE "C"

1 1/2"=1'-0"Scale:

1" chamfer, typ.

1" chamfer, typ.

"213

"872

1 PL 2

1 PL

Checker:Drafter:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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T N

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MTRAPED

N

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E R

O

N

OITATROPS

N A

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PL

AN

S

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AL

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VI

EW

"211 1'-0" "211

"435 "435

WWW.DOWL.COM

EXPIRES: 6/30/

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RB21

PIPE SADDLE "B"

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_109.dgn :: RB21 1/13/2026 10:10:54 AM SWolfer

PIPE SADDLE "C" ELEVATION

1"=1'-0"Scale:

VIEW A-A

1"=1'-0"Scale:

A

A

Saddle Plate

Plate A

Plate B

B Plate C

Plate A

Plate B

B

Plate A

Plate B

Plate C

"8

R

Clamp Plate tighten snug tight double nut, typ., Grade A325 bolt with

" dia. ASTM F15544

Backgouge S

S

B and C Typ. Plates16

1Base Plate

Base Plate

7"

Clamp Plate, PL

3"

Saddle Plate, PL

SECTION B-B (BASE PLATE)

1"=1'-0"Scale:

x 15 x 3'-0", typ.8

5 PL

" dia. bolts, typ.4

" dia. holes for16

PLATE "A"

1"=1'-0"Scale:

2'-11"

R

5 PL

PLATE "B"

3"=1'-0"Scale:

PLATE "C"

3"=1'-0"Scale:

"435

"213

"873

"872

1" chamfer, typ.

1" chamfer, typ.

1PL

1PL

Checker:Drafter:

Designer:

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Reviewer:

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WILLAMINA-SALEM HIGHWAY

OR22: CENTER ST BRIDGE (SALEM) PROJECT

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T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

PL

AN

S

FIN

AL

RE

VI

EW

"211 1'-0" "211

3 WWW.DOWL.COM

EXPIRES: 6/30/

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RB22

PIPE SADDLE "C"

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BR_K21705_bt_112.dgn :: RB22 1/13/2026 10:10:59 AM SWolfer

PLAN

3/4"=1'-0"Scale:

clip and bolt, typ.

Grating hold down semi-circle cutout for pipe long w/ 3'-4" dia.

3'-9" span x 2'-3"

Grating Panel A, iron water pipe

36" dia. ductile

2'-3" span x 2'-8" wide

Grating Panel C, opening, see sht. JA47

Enlarge existing access top of concrete of angle flush with

(two places), place top

Support angle, typ.

2'-3" span x 2'-1" wide

Grating Panel D, for pipe semi-circle cutout wide w/ 3'-4" dia.

" 2

3'-9" span x 2'-5

Grating Panel B, heat trace, see sht. PA10

Electrical conduit for

Hinge, typ.

A A

SECTION A-A

3/4"=1'-0"Scale:

Grating Panel C

Grating Panel D with hole for lock

Clasp plates and pin

Ladder support bar anchor, typ.

expansion

" dia. mechanical2 bracket, typ.

Attachment top of concrete place top of angle flush with

Framing angle, see sht. RB24, Hinge

GRATING PANEL DETAIL

1/2"=1'-0"Scale:

Width

S p a n

"8

2' -6

R

Pa ne l B o nl y

R

B o n ly

P a n e ls A a n d

59V-051

EXPIRES: 6/30/

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,2

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60181

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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RB23

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BENT 20 ACCESS DETAILS - 1

BR_K21705_bt_116.dgn :: RB23 1/13/2026 10:11:04 AM SWolfer

4'-4" typ.

",2

"4

3 6"

B

B

A

A

L6 x 4 x

" dia. x 3'-5" bar2

Ladder support, Two places

FRAMING ANGLE

1 1/2"=1'-0"Scale:

6"

4" 6"

4"1"

2" "2

7"

1" 1"

"2

"2

L6 x 4 x concrete anchors

" dia. 2

" dia. holes for 8

NOTE:

Field drill holes for grating hold down clip bolts. Repair galvanizing according to 02530.71.

SUPPORT ANGLE

3"=1'-0"Scale:

ATTACHMENT BRACKET

3"=1'-0"Scale:

" dia. bolt, typ.2

" dia. hole for 8 x 0'-4"2 x 32

PL

x 0'-7"2 x 42

PL

dia. concrete anchors

" 2

" dia. holes for 8

"2

"4

"8

SECTION A-A

3"=1'-0"Scale:

" clip2

L6 x 4 x two places

1" radius, typ.

support bar (beyond)

" dia. ladder2 for lock pin

" dia. hole4

PL

"4

"8 two places

1" radius, typ.

support bar

" dia. ladder2

L6 x 4 x

PL

SECTION B-B

3"=1'-0"Scale:

59V-051

EXPIRES: 6/30/

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60181

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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T N

E

MTRAPED

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AN

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RB24

Bob Goodrich, PE

Ben Wardell, PE

Andy Howe, PE

Brian Sevits

BENT 20 ACCESS DETAILS - 2

BR_K21705_bt_117.dgn :: RB24 1/13/2026 10:11:08 AM SWolfer

Designer:

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OR22: CENTER ST BRIDGE (SALEM) PROJECT

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MTRAPED

N

O G

E R

O

N

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ATROPS

N A

R T

PL

AN

S

FI

NA

L R

EV

IE

W

WWW.DOWL.COM

OREGON

RE

GI

ST

ERE

E V

IN R.OHN

S

O N2

M

97292PE

10+00" A"

A"

12+00" A"

10+00 11+00

12+00

S e e s h t.

R C

S T

A W

A

M A

T C

H L

IN

E

"A" 10+00 TO "A" 12+00 (PHASES 3 & 4)

WATERLINE - PLAN & PROFILE

Extg. ground @ �

Footing

G a s X

-i n g

G a s X

-i n g

E le c X

-i n g

X -i n g s to rm

5. See sheet D01B for existing utility information.

adjustments or any alignment or grade conflicts.

utility investigation and to make appropriate potholing. Coordinate with engineer to review

4. Provide a minimum of 24 hours notice prior to proceed without rework.

required elevation or alignment adjustments to sufficiently in…