BRIDGE STRENGTHENING PROGRAM_22x34_SEALED.pdf

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN 722515

BRIDGE

STRENGTHENING

PROJECT

SCHEDULE AREAS

NO. BRIDGE

ID. LOCATION

Call before you dig.

Know what's below.

ATTENTION:

UTILITY CONTACTS

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

G-01

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NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

G-02

DRAWING INDEX

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SMN

JWT

SCHEDULE SHEET INDEX

NO. ID. DESCRIPTION

GENERAL

1 G-01 COVER PAGE

2 G-02 DRAWING INDEX

EROSION CONTROL

3 EC-01 EPSC NOTES AND COVER SHEET

4 EC-02 EPSC NOTES

5 EC-03 MISSION STREET TEMPORARY STREAM

DIVERSION DETAILS

TEMPORARY TRAFFIC CONTROL

6 TC-00 TEMPORARY TRAFFIC CONTROL SIGNS

7 TC-01 TEMPORARY TRAFFIC CONTROL NOTES

8 TC-02 TEMPORARY TRAFFIC CONTROL ADVANCED

SIGNING PLAN LIBERTY ST NE

9 TC-03 TEMPORARY TRAFFIC CONTROL ADVANCED

SIGNING PLAN 15TH ST NE

10 TC-04 TEMPORARY TRAFFIC CONTROL ADVANCED

SIGNING PLAN 17TH ST NE

11 TC-05 TEMPORARY TRAFFIC CONTROL ADVANCED

SIGNING PLAN MISSION ST SE

12 TC-06 TEMPORARY TRAFFIC CONTROL PLAN

LIBERTY ST NE

13 TC-07 TEMPORARY TRAFFIC CONTROL PLAN 15TH

ST NE

14 TC-08 TEMPORARY TRAFFIC CONTROL PLAN 17TH

ST NE

15 TC-09 TEMPORARY TRAFFIC CONTROL PLAN

MISSION ST SE

CROSS SECTIONS

16 X-01 PAVING CROSS SECTIONS

SCHEDULE SHEET INDEX

NO. ID. DESCRIPTION

BR #470206 (LIBERTY ST)

17 BR-01 SITE PLAN

18 BR-02 CONTRACTOR ACCESS PLAN

19 BR-03 CONTRACTOR ACCESS ELEVATION

20 BR-04 BRIDGE STRENGTHENING PLAN

21 BR-05 BRIDGE STRENGTHENING PROFILE

22 BR-06 BEAM ELEVATION

23 BR-07 DETAILS

BR #470226 (15TH ST)

24 BR-11 SITE PLAN

25 BR-12 CONTRACTOR ACCESS PLAN

26 BR-13 CONTRACTOR ACCESS ELEVATION

27 BR-14 BRIDGE STRENGTHENING PLAN

28 BR-15 BRIDGE STRENGTHENING PROFILE

29 BR-16 BEAM ELEVATION AND DETAILS

BR #470230 (17TH ST)

30 BR-21 SITE PLAN

31 BR-22 CONTRACTOR ACCESS PLAN

32 BR-23 CONTRACTOR ACCESS ELEVATION

33 BR-24 BRIDGE STRENGTHENING PLAN

34 BR-25 BRIDGE STRENGTHENING PROFILE

35 BR-26 BENT 2 AND 3 DETAILS

36 BR-27 EDGE BEAM DETAILS

37 BR-28 DECK SLAB DETAILS

BR #470612 (MISSION ST)

38 BR-31 SITE PLAN

39 BR-32 CONTRACTOR ACCESS PLAN

40 BR-33 CONTRACTOR ACCESS ELEVATION

41 BR-34 BRIDGE STRENGTHENING PLAN

42 BR-35 BRIDGE STRENGTHENING PROFILE

43 BR-36 BEAM DETAILS

STRIPING PLANS

44 S-01 STRIPING PLAN

45 S-02 STRIPING PLAN

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION SHALL BE TO CITY OF SALEM STANDARDS AND SPECIFICATIONS AND THE

SPECIAL PROVISIONS DEVELOPED FOR THIS PROJECT.

2. REFERENCE SALEM CONSTRUCTION SPECIFICATIONS, 2017 (SCS) FOR REQUIREMENTS

REGARDING PROTECTION OF EXISTING FACILITIES AND TREES.

3. REFERENCE SCS FOR TRAFFIC PROTECTION AND CONTROL REQUIREMENTS.

4. UTILITY COORDINATION:

A. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE COMPILED FROM

AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT

GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS.

B. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON

UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE:

THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (502)-232-1987).

C. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE

AND PROTECT THEM DURING CONSTRUCTION.

5. REFERENCE SCS FOR ANY ADDITIONAL UTILITY COORDINATION REQUIREMENTS.

6. THE CONTRACTOR SHALL BE EXPECTED TO VISIT THE SITE AND MAKE THEIR OWN DETERMINATION

OF TOPOGRAPHIC FEATURES REQUIRING RESTORATION FROM CONSTRUCTION IMPACTS TO LIKE

OR BETTER CONDITIONS (SEE SP 208.3.09).

7. DO NOT REMOVE TREES EXCEPT AS APPROVED BY THE ENGINEER. PROTECT ALL ROOTS. TRIM

TREES, SHRUBS AND HEDGES ONLY AS DIRECTED OR APPROVED BY THE ENGINEER.

8. IT IS POSSIBLE THAT TOPO CHANGES HAVE OCCURRED WITHIN THE STREAM CORRIDOR.

CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO BEGINNING WORK.

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SALEM PUBLIC WORKS DEPART

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DATE SIGNED:

CERTIFICATE EXPIRES:

BRIDGE

STRENGTHENING

PROJECT

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

EC-01

EPSC NOTES AND

COVER SHEET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SMN

JWT

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) NOTES

DESIGN STANDARDS NOTES

(A) PRE-CONSTRUCTION

(1). PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING AND GRADING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE CONTRACTOR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE

CONSTRUCTION FENCE OR APPROVED EQUAL.

(2). BMPS THAT MUST BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES ARE CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION.

(3). HOLD A PRECONSTRUCTION CONFERENCE TO REVIEW THE EPSC AND WITH THE CITY’S PROJECT MANAGER AND INSPECTOR.

(B) CONSTRUCTION

(1). ALL SEDIMENT IS REQUIRED TO STAY ON SITE. SEDIMENT AMOUNTS GREATER THAN ½ CUBIC FOOT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENT AND IT MUST NOT BE SWEPT OR WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED

ACCORDING TO THE DSL REQUIRED TIME FRAME.

(2). CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED, APPROVED, AND PERMANENT EROSION CONTROL (I.E., VEGETATION/LANDSCAPING) IS ESTABLISHED ON

ALL DISTURBED AREAS.

(3). ALL RECOMMENDED EROSION PREVENTION AND SEDIMENT CONTROL PROCEDURES ARE DEPENDENT ON CONSTRUCTION METHODS, STAGING, SITE CONDITIONS, WEATHER, AND SCHEDULING. DURING THE CONSTRUCTION PERIOD, EROSION CONTROL FACILITIES SHALL BE REVISED, UPGRADED, REPLACED, OR ADDED, TO COMPLY

WITH SRC AND STATE AND FEDERAL REGULATORY REQUIREMENTS.

(4). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL ADJACENT PROPERTY AND DOWNSTREAM FACILITIES FROM EROSION AND SILTATION DURING PROJECT CONSTRUCTION. ANY DAMAGE RESULTING FROM SUCH EROSION AND SILTATION SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR.

(5). WHEN SATURATED SOIL IS PRESENT, WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. SOIL MAY BE DRAINED ON SITE AT A DESIGNATED LOCATION, USING APPROPRIATE BMPS. SOIL MUST BE DRAINED SUFFICIENTLY TO DRIP LESS THAN ONE GALLON PER HOUR PRIOR TO

LEAVING THE SITE.

(6). ALL MATERIALS SPILLED, DROPPED, OR WASHED INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, AND THE CONTRACTOR SHALL PROVIDE PROTECTION OF DOWNSTREAM INLETS AND CATCH BASINS TO ENSURE SEDIMENT-LADEN WATER DOES NOT ENTER THE STORM DRAIN SYSTEM.

(7). ALL DISCHARGE OF SEDIMENT-LADEN WATER MUST BE TREATED WITH AN APPROPRIATE BMP TO REMOVE SEDIMENT FROM DISCHARGE WATERS AND TO COMPLY

WITH SRC AND STATE AND FEDERAL REGULATORY PERMITS.

(8). IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES.

(9). THE EPSC MEASURES AND BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS.

(10). THE CONTRACTOR SHALL PROVIDE ONSITE WATER OR OTHER APPROPRIATE BMPS TO PREVENT DUST AND WIND EROSION OF FINE GRAIN SOILS.

(11). DISTURBED AREAS MUST BE STABILIZED AFTER 14 DAYS OF INACTIVITY, OR IMMEDIATELY IF RAIN IS FORECASTED. SEE SALEM CONSTRUCTION STANDARD

SUBSECTION 207.4.04C - WET WEATHER SEASON.

(12). DURING THE WET WEATHER WORK PERIOD OR WHEN RAIN IS FORECASTED, ALL ACTIVE AND INACTIVE SOIL STOCK PILES MUST BE COVERED WITH APPROPRIATE PLASTIC SHEETING. PLASTIC SHEETING MUST COVER THE ENTIRE STOCK PILE AND BE SUFFICIENTLY ANCHORED.

(C) POLLUTANTS, SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT

(1). ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL.

(2). THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROPERLY MANAGE POLLUTANTS, HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION TO PREVENT LEAKAGE, SPILLS OR RELEASE OF

POLLUTANTS TO THE ENVIRONMENT AND SURFACE WATERS.

(3). CONTRACTOR SHALL DEVELOP A PROJECT SPECIFIC WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES THAT INCLUDES EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY; AND MATERIAL DELIVERY AND STORAGE CONTROLS, SIGNAGE, MATERIAL USE, AND USE OF COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. THE PLAN SHALL COMPLY WITH SRC AND FEDERAL AND STATE

REQUIREMENTS, AND SHALL BE AVAILABLE ON SITE AT ALL TIMES.

(D) WET WEATHER PERIOD (OCTOBER 15 THROUGH APRIL 30)

(1). CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE THE DURATION OF DISTURBED AREAS.

(2). TEMPORARY STABILIZATION OF THE SITE INCLUDING COVERING OF BARE SOILS WITH APPROVED BMPS, MUST BE INSTALLED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND, OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS.

(3). TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILES LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT

THE END OF EACH WORKDAY.

(E) MAINTENANCE

(1). EROSION CONTROL MEASURES SHALL BE MAINTAINED IN SUCH A MANNER AS TO ENSURE THAT EROSION IS PREVENTED AND SEDIMENT-LADEN WATER DOES NOT

ENTER A DRAINAGE SYSTEM, ROADWAY, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.

(2). SEDIMENT SHALL NOT BE WASHED OR SWEPT INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.

(3). SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3 THE BARRIER HEIGHT, AND PRIOR TO THE

CONTROL MEASURES REMOVAL.

(4). REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50 PERCENT; IS NOT FUNCTIONING PROPERLY AND/OR AT THE COMPLETION OF PROJECT.

(5). CLEANING OF ALL STRUCTURES, INLET PROTECTION BMPS, AND SUMP PUMPS MUST BE COMPLETED REGULARLY AND AS REQUIRED TO ENSURE STRUCTURES AND

INLETS FUNCTION PROPERLY AND FLOW FREELY.

(6). CONSTRUCTION SITE EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE ROW OR APPROVED ACCESS POINT.

THE ENTRANCE MAY REQUIRE PERIODIC TOP DRESSING AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT.

WHEEL WASHING SHALL BE REQUIRED TO PREVENT SEDIMENT AND MATERIAL TRACKING ON ROAD SURFACES IF PASSIVE BMPS ARE NOT EFFECTIVE.

(F) INSPECTION

(1). THE EPSC MUST BE KEPT ONSITE AT ALL TIMES. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE COMPLIANCE WITH SRC AND STATE AND REGULATORY PERMITS, AND THAT SEDIMENT DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES.

(2). WRITTEN EPSC INSPECTION LOGS SHALL BE MAINTAINED ONSITE AND AVAILABLE TO CITY INSPECTORS UPON REQUEST.

(3). ALL BMPS SHALL BE INSPECTED AT LEAST EVERY WEEK. WHEN A RAINFALL EVENT EXCEEDS ½" IN A 24-HOUR PERIOD, DAILY INSPECTION OF THE EROSION CONTROLS, SEDIMENT CONTROLS, AND DISCHARGE OUTFALLS MUST BE CONDUCTED AND DOCUMENTED. INSPECTIONS SHALL BE DONE BY A REPRESENTATIVE OF THE PERMIT REGISTRANT WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS.

(G) INACTIVE CONSTRUCTION PERIODS AND POST-CONSTRUCTION

(1). SHOULD WORK CEASE IN ANY AREA FOR 14 DAYS, THE INACTIVE AREA MUST BE STABILIZED WITH APPROPRIATE SOIL STABILIZATION BMPS. IF ALL CONSTRUCTION ACTIVITY CEASES THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION, HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD.

(2). ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED BY THE CONTRACTOR WITHIN 30 DAYS AFTER PERMANENT LANDSCAPING/VEGETATION IS ESTABLISHED AND THE THREAT OF EROSION AND SEDIMENT TRANSPORT HAS BEEN MITIGATED.

(3). TEMPORARY GRASS COVER MEASURES MUST BE FULLY ESTABLISHED BY OCTOBER 15 OR OTHER COVER MEASURES (I.E., EROSION CONTROL BLANKETS WITH ANCHORS, ONE-INCH OF STRAW MULCH, SIX MIL HDPE PLASTIC SHEET, ETC.) SHALL BE IN PLACE OVER ALL DISTURBED SOIL AREAS UNTIL APRIL 30. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 15, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1.

(4). PERMANENT EROSION CONTROL VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHALL BE RE-ESTABLISHED AS SOON AS CONSTRUCTION IS

COMPLETED.

(H) SPECIFICATIONS

(1). SOIL PREPARATION. TOPSOIL SHOULD BE PREPARED ACCORDING TO THE LANDSCAPE PLANS AND SPECIFICATIONS. SLOPES SHALL BE TEXTURED BEFORE SEEDING BY RACK WALKING (I.E., DRIVING A CRAWLING TRACTOR UP AND DOWN THE SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE STABLE AREAS FOR SEEDS TO REST.

(2). SEEDING. EROSION CONTROL GRASS SEED MIX SHALL BE AS FOLLOWS: DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE) CONSISTING OF DWARF PERENNIAL RYEGRASS (60 PERCENT BY WEIGHT), CREEPING RED FESCUE (40) PERCENT BY WEIGHT). APPLICATION RATE SHALL BE 100

POUNDS PER ACRE MINIMUM.

(3). NO FERTILIZER SHALL BE USED WITHIN 50 FEET OF OHWM OR ON SLOPES STEEPER THAN 4: 1 (h : v).

(4). WHEN USED, HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2,000 POUNDS PER ACRE BETWEEN APRIL 30 AND JUNE 10, OR BETWEEN SEPTEMBER 1 AND OCTOBER 1. ON SLOPES STEEPER THAN TEN PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (TACKIFIER). APPLICATION RATE AND METHODOLOGY SHALL BE IN ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS.

(5). WHEN USED IN LIEU OF HYDROMULCH, DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT A RATE OF 4,000 POUNDS PER ACRE (DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT). ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKERS, ETC.). MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING.

(6). WHEN CONDITIONS ARE NOT FAVORABLE TO GERMINATION AND ESTABLISHMENT OF THE GRASS SEED, THE CONTRACTOR SHALL IRRIGATE

THE SEEDED AND MULCHED AREAS AS REQUIRED TO ESTABLISH THE GRASS COVER.

(7). SEDIMENT FENCES SHALL BE CONSTRUCTED OF CONTINUOUS FILTER FABRIC TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY

FASTENED TO A POST.

(8). THE STANDARD STRENGTH FILTER FABRIC SHALL BE FASTENED SECURELY TO STITCHED LOOPS INSTALLED ON THE UPSLOPE SIDE OF THE POSTS, AND SIX INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.

(9). BIO-FILTER BAGS SHALL BE CLEAN 100 PERCENT WOOD PRODUCT WASTE. BAGS SHALL BE 18-INCH X 18-INCH X 30-INCH, WEIGH

APPROXIMATELY 45 POUNDS, AND BE CONTAINED IN A BAG MADE OF ½ INCH PLASTIC MESH.

(10). MINIMUM WET WEATHER SLOPE PROTECTION. FOR 3H:1V OR STEEPER SLOPES USE BON TERRA TYPE C2 OR NORTH AMERICAN GREEN TYPE C125 EROSION CONTROL BLANKETS. USE A MINIMUM OF TWO INCHES STRAW MULCH OR NORTH AMERICAN GREEN TYPE S150 FOR SLOPES FLATTER THAN 3H:1V AND GREATER THAN 6H:1V. SLOPES FLATTER THAN 6H:1V USE ONE INCH STRAW MULCH, HYDROSEED WITH HYDROMULCH AND TACKIFIER. SLOPE PROTECTION SHALL BE PLACED ON ALL DISTURBED AREAS IMMEDIATELY AFTER COMPLETION OF EACH SECTION OF CONSTRUCTION ACTIVITY, UNTIL THE EROSION CONTROL SEEDING HAS BEEN ESTABLISHED. AS AN OPTION DURING TEMPORARY OR SEASONAL WORK STOPPAGES, A SIX-MIL HDPE PLASTIC SHEET MAY BE PLACED ON EXPOSED SLOPES. THE PLASTIC SHEET SHALL BE PROVIDED WITH AN ANCHOR TRENCH AT THE TOP AND BOTTOM OF THE SLOPE, AND SHALL BE SANDBAGGED ON THE SLOPES AS REQUIRED TO PREVENT DAMAGE OR

DISPLACEMENT BY WIND.

(I) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE BELOW LISTED BMP'S WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED.

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

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NOISIVIDGNIREE

N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

BRIDGE

STRENGTHENING

PROJECT

8 9

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SHEET PREPARED BY:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

EC-02

EPSC NOTES

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SMN

JWT

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) NOTES (CONTINUED)

1. THE CONTRACTOR SHALL PROVIDE DAILY MEASURES TO ENSURE SEDIMENT

CONTROL DURING NON-WORK HOURS.

2. THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED ON PUBLIC AND

PRIVATE INLETS TO ENSURE SEDIMENT CONTROL WITHIN THE WORK AREA.

3. ALL TEMPORARY STOCKPILES AND CONCRETE MANAGEMENT FACILITIES SHALL BE

LOCATED A MINIMUM OF 50 FEET FROM ANY DRAINAGE INLET OR WATER COURSE.

4. EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN (SEE BR-01, BR-11,

BR-21, AND BR-31 SHEETS) SHALL SERVE AS THE MINIMUM OF CONTROLS

NECESSARY TO PROTECT THE SITE. CONTRACTOR SHALL MONITOR TURBIDITY IN

THE STREAM. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED IN ORDER TO

DIMINISH THE POTENTIAL FOR SEDIMENT-LADEN WATER TO ENTER THE STORM

DRAIN SYSTEM OR WATERWAY

GENERAL EPSC NOTES

CONSTRUCTION SEQUENCING

WORK AREA ISOLATION DAM

TEMPORARY EASEMENT FOR

CONSTRUCTION STAGING AND ACCESS

REMOVE EXISTING FENCE// // // // //

GRAVITY BYPASS PIPE

INLET PROTECTION

LEGEND

PERMANENT EASEMENT

1. PLACE PERIMETER PROTECTION BMPS IN WORK AREA AND STAGING/ACCESS AREAS.

2. INSTALL ISOLATION SYSTEM FOR IN-STREAM WORK AREAS AND NOTIFY ENGINEER TO

SCHEDULE FISH SALVAGE TO BE PREFORMED BY OWNER'S REPRESENTATIVE.

3. ESTABLISH TEMPORARY PUMPS, PIPES, AND ASSOCIATED BMPS IN THE ISOLATED

WORK ZONE. DEWATER THE SITE.

4. CONSTRUCT TEMPORARY ACCESS IMPROVEMENTS AS NEEDED.

5. ALL EQUIPMENT ACCESS TO BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO

ANY INSTALLATIONS IN THE WATERWAY. INSTALL TEMPORARY MATS OVER THE

STREAMBED GRAVEL FOR ANY APPROVED EQUIPMENT ACCESS.

6. REMOVE WORK ISOLATION MEASURES.

7. PERFORM RIPARIAN PLANTING AND OTHER SITE STABILIZATION WORK.

TREE PROTECTION FENCE

FLOW

IF LOCATED OVER SOIL, PLACE BAG ON

3" OF CLEAN 1" COARSE AGGREGATE

SEDIMENT CONTROL

BAG

FLOW ACROSS

VEGETATION

8' X 10' (MIN.)

SEDIMENT

CONTROL BAG

FLOW

FROM

PUMP

C C'

PUMP DISCHARGE

4" HOSE (TYP.)

STRAW BALE BERM

SECTION C-C'

PUMP DISCHARGE

4" HOSE (TYP.)

STRAW BALE BERM

PLAN

FLOW

NOTE:

THIS BARRIER WILL NOT PREVENT

SUBSURFACE FLOW FROM ENTERING

WORK ZONE. CONTINUED PUMPING MAY

BE REQUIRED IN ISOLATED WORK AREAS

THAT NEED TO BE DEWATERED.

IMPERMEABLE LINER

5FT

STABILIZE WITH

SANDBAG

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REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

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N NIGE

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CERTIFICATE EXPIRES:

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STRENGTHENING

PROJECT

8 9

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

EC-03

MISSION STREET

TEMPORARY

STREAM DIVERSION

DETAILS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SMN

JWT

SEDIMENT CONTROL BAG1 NOT TO SCALE

WORK AREA ISOLATION DAM DETAIL2 NOT TO SCALE

1. THE SEDIMENT CONTROL BAG SHALL BE MANUFACTURED USING A POLYPROPYLENE 8 OZ. NON-WOVEN

GEOTEXTILE SEWN INTO A BAG WITH A DOUBLE NEEDLE, USING A HIGH-STRENGTH THREAD.

2. THE NON-WOVEN GEOTEXTILE SHALL MEET OR EXCEED THE PROPERTIES LISTED IN TABLE 1.

3. AVOID PLACEMENT OF THE SEDIMENT CONTROL BAG ABOVE STEEP SLOPES OR WHERE SATURATED SOIL

CONDITIONS MAY CAUSE SOIL INSTABILITY.

4. INSTALL THE SEDIMENT CONTROL BAG ON A MILD SLOPE SO INCOMING WATER FLOWS DOWNHILL THROUGH THE

BAG.

5. THE SEDIMENT CONTROL BAG MUST BE MONITORED DURING USE. THE SEDIMENT CONTROL BAG IS FULL WHEN IT

NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR PASS WATER AT A REASONABLE RATE.

6. DISPOSE OF THE SEDIMENT CONTROL BAG WHEN FULL OR AS DIRECTED BY THE ENGINEER.

7. WHEN PLACED IN UPLAND LOCATIONS, THE SEDIMENT CONTROL BAG MAY BE CUT OPEN IN AN APPROPRIATE

LOCATION AND THE CONTENTS SEEDED AFTER REMOVING VISIBLE FABRIC.

8. SIZING AND MAINTENANCE OF THE SEDIMENT CONTROL BAG IS DEPENDENT ON THE PUMPED FLOW RATE AND

AMOUNT OF SEDIMENT. CONTRACTOR SHALL VERIFY THAT SEDIMENT CONTROL BAG IS SUFFICIENT TO TREAT PUMPED DEWATERING WATER TO MEET ALL APPLICABLE STANDARDS AND PERMIT CONDITIONS. IF TURBIDITY CANNOT BE REDUCED WITH ONE SEDIMENT TRAP, CONTRACTOR TO PLACE ADDITIONAL TRAPS IN SERIES.

9. DEWATERING DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. NO DISCHARGE SHALL BE MADE TO A PAVED STREET OR STORMWATER COLLECTION SYSTEM WITHOUT APPROVAL AND REMOVING SEDIMENT. SEDIMENT CONTROL BAG PLACED ON A NON-STREAM VEGETATED AREA IS THE MINIMUM SEDIMENT CONTROL TO BE USED FOR DEWATERING. ADDITIONAL MEASURES MAY BE NECESSARY TO PREVENT DISCHARGE

OF SEDIMENT.

10. ALTERNATIVE DIVERSION DAM MATERIALS SUCH AS AQUABAG AND BIG BAG SYSTEMS OR DETAILS SHOWN ON CITY OF SALEM STANDARD DRAWING 911 MAY BE USED. SUBMIT DETAILS IN ACCORDANCE WITH 211.2.02 FOR

ENGINEER'S ACCEPTANCE PRIOR TO PROCURING MATERIALS.

NOTES

TABLE 1

PROPERTY TEST METHOD TEST RESULTS

WEIGHT ASTM D-3776 8 OZ/YD

GRAB TENSILE ASTM D-4632 205 LB.

CBR PUNCTURE ASTM D-6241 525 LB.

FLOW RATE ASTM D-4491 90 GAL/MIN/FT2

PERMITTIVITY ASTM D-4491 1.4 SEC-1

UV RESISTANCE ASTM D-4355 70%

AOS %

RETAINED

ASTM D-4751 SIEVE NO. 80

OVERALL

REMOVAL

EFFICIENCY

ASTM D-7880 97.55%

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DATE SIGNED:

CERTIFICATE EXPIRES:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

36" x 36" W20-3W20-1

36" x 36" R11-2

48" x 30" W20-2

36" x 36"

M4-9L 30" x 24"

M4-9R 30" x 24"

END

DETOUR

M4-8A 24" x 18"

36" x 36"

BICYCLE

60" x 30" R11-4

24" x 30"

LOCAL

ONLY

ACCESS

STREET CLOSED

TO

THRU TRAFFIC

R3-5 30" x 36"

R3-5 30" x 36"

60" x 24" G20-2

END

ROAD WORK

R9-11A 24" x 12"

SIDEWALK CLOSED

CROSS HERE

R9-11A 24" x 12"

SIDEWALK CLOSED

CROSS HERE

30" x 30" W1-4 R9-10

24" x 12"

SIDEWALK

CLOSED

30" x 36"

R9-11 24" x 12"

SIDEWALK CLOSED

CROSS HERE

AHEAD

33" x 12"

(BLACK ON ORANGE)

1 6

12R 18C

12L 16A

18D

16L

18E

16R

17L

18A

24 3228

TC-00

TEMPORARY

TRAFFIC

CONTROL

SIGNS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

AHEAD

WORK

ROAD

BUFFER

SPACETAPER

LANE WORK

AREA

ROAD WORK

END

15TH STREET, 17TH STREET, MISSION STREET - 25 MPH

LIBERTY STREET - 30 MPH

TYPICAL TEMPORARY TRAFFIC CONTROL SIGN SPACING

LIBERTY ST

TYPICAL TEMPORARY

TRAFFIC CONTROL SIGNS

18F

R9-11 24" x 12"

SIDEWALK CLOSED

CROSS HERE

AHEAD

NO

PARKING

ANY

TIME

R7-1 12" x 18"

48"x 48"

(SIGN FURNISHED BY CITY)

BUSINESSES

OPEN DURING

CONSTRUCTION

36"x 36"

(SIGN FURNISHED BY CITY)

32A

OW 23-3

36" x 36"

PREPARED

TO

STOP

W20-7 36" x 36"

FLAGGER

AHEAD4 5

BE

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N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

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8 9

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

TC-01

TEMPORARY

TRAFFIC

CONTROL

NOTES

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

PEDESTRIAN NOTES:

TYPE III BARRICADE

TRAFFIC CONTROL SIGN LIST

PORTABLE SIGN ON TYPE II BARRICADE

WORK ZONE

(MIN. 8' WIDE - REFER

TO THE OTTCH, PAGE 36)

PLASTIC DRUMS

PCMS MESSAGES

TIME PERIOD OF USE

7 DAYS PRIOR TO AND DURING CONSTRUCTION.

P PORTABLE CHANGEABLE

MESSAGE SIGN (PCMS)

(P = PANEL MESSAGE NUMBER)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

(SPACING = AS SHOWN)TEMPORARY SIGN SUPPORT (TSS)

DOUBLE POST

(SEE ODOT STD DWG TM821)

LIBERTY

CLOSED

XX/X - XX/X

USE

DIVISION

DETOUR

PANEL 1 PANEL 2

NOTES:

PORTABLE CHANGEABLE MESSAGE SIGN

(PCMS) INSTALLATION DETAIL

PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)

P

1.) CONTRACTOR TO PROVIDE PROPER SIGNAGE AND MAINTAIN ONE SAFE

ACCESSIBLE ROUTE FOR PEDESTRIAN TRAFFIC AT ALL TIMES DURING CONSTRUCTION.

TRAFFIC CONTROL NOTES:

8.) THE TEMPORARY TRAFFIC CONTROL PLANS PROVIDE GUIDANCE FOR PLACEMENT

OF SIGNAGE AND CHANNELIZING DEVICES, CERTAIN CONSTRUCTION ACTIVITIES

MAY REQUIRE ADDITIONAL TEMPORARY TRAFFIC CONTROL PLANS, SIGNS, OR

CHANNELIZING DEVICES.

10.) ALL FLEXIBLE SIGNS AND PORTABLE SIGN SUPPORTS SHALL BE CRASHWORTHY.

9.) SIGNS PLACED CONTINUOUSLY FOR LONGER THAN THREE DAYS SHALL BE

POST-MOUNTED.

11.) RIGID SIGNS MAY BE USED ON BARRICADES WHEN APPROPRIATELY CRASH TESTED.

7.) SIGN LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE ADJUSTED IN THE

FIELD FOR CONFLICTS SUCH AS SIGHT DISTANCE, DRIVEWAYS, LANDSCAPING,

UTILITIES, ETC.

6.) CONTRACTOR SHALL PROTECT TRAFFIC AND SHALL PROVIDE TRAFFIC CONTROL

AT ALL TIMES DURING CONSTRUCTION.

5.) MAINTAIN LOCAL ACCESS AT ALL TIMES.

4.) SEE SPECIAL PROVISIONS FOR WORK HOURS AND SPECIAL RESTRICTIONS.

3.) USE FLAGGERS AND TEMPORARY TRAFFIC CONTROL AS REQUIRED WITH

APPROVED PERMIT. REFER TO THE MUTCD AND THE OTTCH.

2.) REFER TO THE MUTCD AND THE OREGON TEMPORARY TRAFFIC CONTROL

HANDBOOK (OTTCH) FOR DISTANCES BETWEEN SIGNS AND CONES,

UNLESS OTHERWISE NOTED.

1.) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL GUIDELINES

FOR TRAFFIC CONTROL.

12.) PROVIDE BLUE BUSINESS ACCESS SIGNS WHENEVER PUBLIC ACCESS TO A BUSINESS

DRIVEWAY IS RESTRICTED BY A LANE CLOSURE, ROAD CLOSURE, OR ACCESS

VISIBILITY IS OBSTRUCTED BY CONSTRUCTION ACTIVITIES.

13.) ALL BARRICADES SHALL BE LIGHTED AT NIGHT.

14.) SIGNS SHALL NOT BE MOUNTED ON THE SIDEWALK AT ANY LOCATION.

MESSAGE - LIBERTY ST

PCMS MESSAGES

BRIDGE

WORK

AHEAD

EXPECT

DELAYS

XX/X - XX/X

PANEL 1 PANEL 2

MESSAGE - 17TH ST

INSTALL PCMS BEYOND THE OUTSIDE SHOULDER, WHEN POSSIBLE.

USE THE APPROPRIATE TYPE OF BARRICADE PANELS FOR PCMS LOCATION.

RIGHT SHOULDER, USE TYPE B(III)R

LEFT SHOULDER, USE TYPE B(III)L

USE SIX DRUMS IN SHOULDER TAPER ON 20' SPACING.

FLAGGER STATION DELINEATION

NOTES:

· USE A MINIMUM OF 3 TUBULAR MARKERS TO DELINEATE EACH FLAGGER STATION (DAY TIME)

· USE A MINIMUM OF 6 TUBULAR MARKERS TO DELINEATE EACH FLAGGER STATION (NIGHT TIME)

· INSTALL FLAGGER STATION LIGHTING BEYOND THE OUTSIDE SHOULDER, WHERE PRACTICAL (NIGHT TIME)

· PLACE CART / GENERATOR / POWER SUPPLY OFF THE SHOULDER, AS FAR AS PRACTICAL (NIGHT TIME)

PCMS MESSAGES

MISSION

BRIDGE

WORK

EXPECT

DELAYS

XX/X - XX/X

PANEL 1 PANEL 2

MESSAGE - MISSION ST

TIME PERIOD OF USE

7 DAYS PRIOR TO AND DURING CONSTRUCTION.

TIME PERIOD OF USE

7 DAYS PRIOR TO AND DURING CONSTRUCTION.

CONTRACTOR TO PROVIDE FOUR PCMS BOARDS. PCMS BOARDS WILL BE RELOCATED AS REQUIRED.

PCMS MESSAGES

15TH ST

CLOSURE

X/XX-X/XX

PANEL 1

MESSAGE - 15TH ST

TIME PERIOD OF USE

7 DAYS PRIOR TO AND DURING CONSTRUCTION.

DETOUR ROUTE

FOR TIME PERIODS, USE THREE-CHARACTER MONTH AND DATES. SEE OREGON PCMS HANDBOOK.

TEMPORARY PEDESTRIAN ACCESS ROUTE

CD

CDTEMPORARY SIGN SUPPORT (TSS)

SINGLE POST

(SEE ODOT STD DWG TM821)

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

1" = 200'-0"

PLAN1 LIBERTY ST

P

P

GENERAL NOTES:

TC-02

TEMPORARY

TRAFFIC CONTROL

ADVANCED

SIGNING PLAN

LIBERTY ST NE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

28 12R

16A

1" = 200'-0"

PLAN1 15TH ST

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

GENERAL NOTES:

8 1

12L

16A

16A

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TC-03

TEMPORARY

TRAFFIC CONTROL

ADVANCED

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NGVD 1929(47)

AS SHOWN

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STRENGTHENING

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

1" = 200'-0"

PLAN1 17TH ST

P

GENERAL NOTES:

P

1 32

TC-04

TEMPORARY

TRAFFIC CONTROL

ADVANCED

SIGNING PLAN

17TH ST NE

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NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

E

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SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

BRIDGE

STRENGTHENING

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

TC-05

TEMPORARY

TRAFFIC CONTROL

ADVANCED

SIGNING PLAN

MISSION ST SE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

1" = 200'-0"

PLAN1 MISSION ST

P

GENERAL NOTES:

19 1

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N NIGE

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STRENGTHENING

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

TC-06

TEMPORARY

TRAFFIC

CONTROL PLAN

LIBERTY ST NE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AMO

JWT

1" = 50'-0"

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16A

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18F

18A 16L

18E

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EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

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JULY 13 , 2004

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

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NOISIVIDGNIREE

N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

17L 1

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MISSION ST SE

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

DATE SIGNED:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

64178PE

EXPIRES: 12/31/2024

OREGONAMANDA M. OWI NGS

JULY 13 , 2004

REGISTERED PROFESS IONALE NG I NE E R

X-01

PAVING CROSS

SECTIONS

NAD 83-SPCS

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NOTE:

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VERT SCALE:

DESIGN:

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

LEGEND

X

BR-01

LIBERTY STREET NE

AT MILL CREEK

SITE PLAN

NAD 83-SPCS

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N: 223908.50 E: 176535.12

N: 223916.74 E: 176530.86

BR-03

N: 223948.39 E: 176535.82

N: 223984.63 E: 176579.46

N: 223974.76 E: 176586.30

N: 223937.97 E: 176541.76

N: 223926.56 E: 176541.34

N: 223912.70 E: 176585.42

N: 223908.52 E: 176597.15

N: 223879.49 E: 176585.63

CONSTRUCTION

ACCESS SEQUENCE

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HORIZ DATUM:

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

DATE SIGNED:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

1" = 10'-0"

PLAN1 BR #470206 (LIBERTY ST) BR-02

LIBERTY STREET NE

AT MILL CREEK

CONTRACTOR

ACCESS PLAN

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AS SHOWN

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7654321

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7654321 SHEET OF

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

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STRENGTHENING

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

1" = 5'-0"

ELEVATION (LOOKING EAST UPSTREAM)

BR #470206 (LIBERTY ST)BR-02

NO SCALE

SITE PHOTO (LOOKING NORTH)4 BR #470206 (LIBERTY ST)

BR-03

LIBERTY STREET NE

AT MILL CREEK

CONTRACTOR

ACCESS ELEVATION

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

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NOTE:

1" = 5'-0"

SECTION

BR #470206 (LIBERTY ST)BR-03

LEGEND

X

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7654321

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SHEET TITLE

HORIZ DATUM:

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

1" = 5'-0"

PLAN1 BR #470206 (LIBERTY ST) BR-04

LIBERTY STREET NE

AT MILL CREEK

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STRENGTHENING

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7654321 SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

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APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISI

VIDGNIREE

N NIGE

DATE SIGNED:

CERTIFICATE EXPIRES:

BRIDGE

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

BR-05

LIBERTY STREET NE

AT MILL CREEK

BRIDGE

STRENGTHENING

PROFILE

NAD 83-SPCS

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TYPICAL SECTION

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SHEET TITLE

HORIZ DATUM:

VERT DATUM:

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APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

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DATE SIGNED:

CERTIFICATE EXPIRES:

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

BR-07

1/2" = 1'-0"

ELEVATION

BEAM ABR-06

1" = 5'-0"

PLAN

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BEAM B BR-06

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AT MILL CREEK

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1" = 1'-0"

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BEAM ABR-06

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7654321 SHEET OF

SHEET TITLE

HORIZ DATUM:

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NO. DATE BYDESCRIPTION

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SALEM PUBLIC WORKS DEPART

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T

NOISI

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

NO SCALE

BAR TERMINATION DETAIL (TYP)11

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OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

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EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

1" = 10'-0" PLAN1 BR #470226 (15th ST)

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7654321 SHEET OF

SHEET TITLE

HORIZ DATUM:

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DESIGN:

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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

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808 SW Third Avenue, Ste. 300 Portland, OR 97204

503. 287. 6825 www.otak.com

Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

NO SCALE

SITE PHOTO (LOOKING NORTH)3 BR #470226 (15th ST)

BR-13

15TH STREET NE

AT MILL CREEK

CONTRACTOR

ACCESS ELEVATION

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SMN

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NOTE:

LEGEND

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JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

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EXPIRES: 12/31/2024

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JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

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PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

CONSTRUCTION

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Otak, Inc.

PN: 722515

17262PE

EXPIRES: 12/31/2024

OREGONSCOTT M. NETTLETON

JULY 19 , 1994

REGISTERED PROFESS IONALE NG I NE E R

NO SCALE

SITE PHOTO (LOOKING SOUTH)3 NE…