1b Ped Safety Final Plans KN 21879.pdf

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PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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J.KUENZI

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PEDESTRIAN SAFETY

IMPROVED CROSSINGS

(SALEM)

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OREGON

CITY OF SALEM PN: 720503

ODOT KN: 21879

FEDERAL AID NO: 6490(132)

PROJECT

LOCATION #

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#3

PEDESTRIAN CROSSING

LOCATION #1

RIVER RD N AT RIVIERA DR NE

LENGTH: 0.04 MILES

Call before you dig.

Know what's below.

ATTENTION:

UTILITY CONTACTS

PEDESTRIAN CROSSING

LOCATION #2

STATE ST AT 21ST ST SE

LENGTH: 0.02 MILES

PEDESTRIAN CROSSING

LOCATION #3

LANCASTER DR NE AT MANOR DR NE

LENGTH: 0.02 MILES

#1

#2

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MARKET ST NE

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SHEET INDEX

NO. ID. DESCRIPTION

GENERAL

1 G-01 TITLE SHEET

2 G-02 SHEET INDEX

3 G-03 GENERAL CONSTRUCTION NOTES & LEGEND

4 G-04 PAGE LAYOUT SHEET

5 G-05

LEGEND

SURVEY CONTROL

LOCATION #1

6 G-06

SURVEY CONTROL

LOCATION #2 & #3

EPSC

7 EC-01 EPSC NOTES

8 EC-02

RIVIERA DR NE

EPSC & TREE PROTECTION PLAN

LOCATION #1

9 EC-03

STATE ST

EPSC & TREE PROTECTION

LOCATION #2

10 EC-04

LANCASTER DR NE

EPSC & TREE PROTECTION

LOCATION #3

TEMPORARY TRAFFIC CONTROL

11 TC-01

TEMPORARY TRAFFIC CONTROL

NOTES & SIGNS

12 TC-02

ADVANCE SIGNS

RIVIERA DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #1

13 TC-03

WEST SIDE

RIVIERA DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #1

14 TC-04

NORTH SIDE

RIVIERA DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #1

15 TC-05

EAST & NORTHEAST SIDE

RIVIERA DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #1

16 TC-06

SOUTH SIDE

RIVIERA DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #1

17 TC-07

NOTHEAST SIDE

STATE ST

TEMPORARY TRAFFIC CONTROL

LOCATION #2

18 TC-08

SOUTHWEST SIDE

STATE ST

TEMPORARY TRAFFIC CONTROL

LOCATION #2

19 TC-09

SOUTHEAST SIDE

STATE ST

TEMPORARY TRAFFIC CONTROL

LOCATION #2

SHEET INDEX

NO. ID. DESCRIPTION

20 TC-10

(PEDESTRIAN) WEST SIDE

LANCASTER DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #3

21 TC-11

(STREET) WEST SIDE

LANCASTER DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #3

22 TC-12

(PEDESTRIAN) EAST SIDE

LANCASTER DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #3

23 TC-13

(STREET) EAST SIDE

LANCASTER DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #3

24 TC-14

ISLAND

LANCASTER DR NE

TEMPORARY TRAFFIC CONTROL

LOCATION #3

25 TC-15

TEMPORARY TRAFFIC CONTROL

TEMPLATES

STREET SHEETS

26 ST-01

RIVIERA DR NE

OVERALL SITE PLAN

LOCATION #1

27 ST-02

WEST SIDE

RIVIERA DR NE

ADA RAMP DETAILS

LOCATION #1

28 ST-03

NORTH SIDE

RIVIERA DR NE

ADA RAMP DETAILS

LOCATION #1

29 ST-04

EAST SIDE

RIVIERA DR NE

ADA RAMP DETAILS

LOCATION #1

30 ST-05

NORTHEAST SIDE

RIVIERA DR NE

ADA RAMP DETAILS

LOCATION #1

31 ST-06

SOUTH SIDE

RIVIERA DR NE

ADA RAMP DETAILS

LOCATION #1

32 ST-07

STATE ST

OVERALL SITE PLAN

LOCATION #2

33 ST-08

NORTHEAST SIDE

STATE ST

ADA RAMP DETAILS

LOCATION #2

34 ST-09

SOUTHWEST CORNER

STATE ST

ADA RAMP DETAILS

LOCATION #2

35 ST-10

SOUTHEAST CORNER

STATE ST

ADA RAMP DETAILS

LOCATION #2

SHEET INDEX

NO. ID. DESCRIPTION

36 ST-11

LANCASTER DR NE

OVERALL SITE PLAN

LOCATION #3

37 ST-12

WEST SIDE

LANCASTER DR NE

ADA RAMP DETAILS

LOCATION #3

38 ST-13

EAST SIDE

LANCASTER DR NE

ADA RAMP DETAILS

LOCATION #3

39 ST-14

LANCASTER DR NE

ISLAND DETAILS

LOCATION #3

STORM DRAIN

40 SD-01

STATE ST

STORM DRAIN PLAN & PROFILE

LOCATION #2

TRAFFIC SIGNAL

41 TS-01

R.R.F.B.

STATE ST

TRAFFIC SIGNAL PLAN

LOCATION #2

42 TS-02

R.R.F.B.

LANCASTER DR NE

TRAFFIC SIGNAL PLAN

LOCATION #3

43 TS-03

TRAFFIC SIGNAL

DETAILS

44 TS-04

TRAFFIC SIGNAL

DETAILS

45 TS-05

TRAFFIC SIGNAL

R.R.FB. SOLAR POWERED DETAILS

STRIPING AND SIGNING

46 S-01

RIVIERA DR NE

STRIPING & SIGNING PLAN

LOCATION #1

47 S-02

STATE ST

STRIPING & SIGNING PLAN

LOCATION #2

48 S-03

LANCASTER DR NE

STRIPING & SIGNING PLAN

LOCATION #3

LANDSCAPING

49 LA-01

LANDSCAPING

SCHEDULE & NOTES

50 LA-02

RIVIERA DR NE

LANDSCAPING PLAN

LOCATION #1

51 LA-03

STATE ST

LANDSCAPING PLAN

LOCATION #2

52 LA-04

LANCASTER DR NE

LANDSCAPING PLAN

LOCATION #3

G-02

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PN:720503

NAD 83-SPCS

NGVD 1929(47)

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J.KUENZI

WATER METER

WATER VALVE

RIGHT OF WAY

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

TELEVISION

ELECTRICITY

UNDERGROUND

10" ST. PIPE

UTILITIES AND TOPOGRAPHIC FEATURES

EXISTING

WATER METER

WATER VALVE

RIGHT OF WAY

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

N.W. NATURAL

TELEPHONE

TELEVISION

ELECTRICITY

UNDERGROUND

PROPERTY LINE

EDGE OF PAVEMENT

TO BE INSTALLED

WORK DONE BY OTHERS

CALLOUTS

WORK DONE BY CONTRACTOR

WORK DONE BY CITY FORCES

8" SS PIPE

SAWCUT

SIG

SIGNAL WIRE

FENCEFENCE

TEMPORARY

CONSTRUCTION EASEMENT

TRAFFIC SIGNAL EASEMENT

SIDEWALK EASEMENT

CURB & SIDEWALK

WITH DRIVEWAY

EXISTING PUBLIC UTILITY

EASEMENT

LIGHTING

INTERNET

NEW 8" D.I. W

LANDSCAPING

DECIDUOUS

EVERGREEN

DECIDUOUS

EVERGREEN

G-03

GENERAL

CONSTRUCTION

NOTES & LEGEND

PN: 720503

NAD 83-SPCS

NGVD 1929(47)

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GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE CITY OF SALEM "PUBLIC WORKS

DESIGN STANDARDS," OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION CURRENT EDITION, AND

SPECIAL PROVISIONS DEVELOPED FOR THE PROJECT.

2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE

PROTECT EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION. ALL TRAFFIC

CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.

4. UPON COMPLETION AT THE END OF THE WORK DAY, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FEE

OF DEBRIS AND UNUSED MATERIALS.

5. 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 952-001-0010THROUGH 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 (503)-232-1987).

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

AND PROTECT THEM DURING CONSTRUCTION.

D. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE

REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK.

THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES.

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

TOPOGRAPHIC FEATURES REQUIRING RESTORATION.

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

INCHES AND LARGER IN DIAMETER. TRIM TREES, SHRUBS AND HEDGES ONLY AS DIRECTED BY THE ENGINEER.

GENERAL LEGEND

JB-2 JB-3 HD

HOLE

SPL

VLT

CNTRL

CAB

SRV

CAB

SIGNAL EQUIPMENT

JB-2 JB-3 HD

HOLE

SPL

VLT

CNTRL

CAB

SRV

CAB

RRFB

8. ALL DAMAGE CAUSED BY CONTRACTOR SHALL BE RESTORED TO AN 'AS GOOD OR BETTER' CONDITION.

9. ALL LANDSCAPING AND/OR SOD SHALL BE RESTORED TO AN 'AS GOOD OR BETTER' CONDITION.

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PAGE LAYOUT

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PN:720503

NAD 83-SPCS

NGVD 1929(47)

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LOCATION #1

MANOR DR NE

LOCATION #2

LOCATION #3

W

EATHERS ST NE

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ST-08

ADA

ST-13

ADA

ST-14

ISLAND

ST-07

OVERALL

ST-11 OVERALL

ST-10

ADA

ST-09

ADA

ST-12

ADA

S-03

STRIPE

S-02

STRIPE

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ST-01

OVERALL

ST-02

ADA

ST-06

ADA

ST-05 ADA

S-01

STRIPE

ST-03

ADA

ST-04 ADA

LIMIT WORK TO ONE LOCATION AT A TIME.

OBTAIN ENGINEER'S APPROVAL FOR EXCEPTION.

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LEGEND

SURVEY CONTROL

LOCATION #1

PN:720503

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CROSSINGS

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OREGON

10156

10155

10045

10043

10047

SURVEY CONTROL POINTS - LOCATION #1

TEMPORARY SURVEY CONTROL POINTS

PT# NORTHING EASTING ELEVATION DESCRIPTION

1 484929.126 7546996.57 139.23 PK FD

2 485106.505 7546922.961 140.16 PK SET

3 484851.394 7546768.264 140.01 PK SET

FOUND SURVEY CONTROL POINTS

20 485197.463 7546993.631 139.96 BM COS BRASS 3INCH - 81

50 484974.764 7546981.103 138.76 IR W/YPC

51 484920.406 7546988.799 138.56 IR W/YPC

52 484712.793 7547005.652 138.65 IR W/YPC - WH PACIFIC

MORE - FOUND SURVEY CONTROL POINTS

PT# NORTHING EASTING ELEVATION DESCRIPTION

53 485200.07 7546998.803 140.24 IR 3/4INCH NO CAP - UP .1

54 485216.726 7546934.066 140.6 BP - WESTLAKE

55 484811.545 7546999.66 137.73 PK FD

56 484713.046 7547001.623 138.6 IR W\YPC - COFFMAN

10043 484886.591 7546814.872 140.13 T+L - 43

10045 484932.616 7546907.668 139.14 T+L - 45

10047 484726.455 7546941.577 138.14 IP FD - FLUSH - 47

10155 485034.782 7546788.183 138.22 IR DN .3 - BENT N - TIED AT BEND - 155

10156 485135.547 7546722.98 139.46 IP DN .2 - 156

LEGEND

TEMPORARY SURVEY CONTROL POINT

FOUND MONUMENT

AC ALUMINUM CAP

IP IRON PIPE

PK SURVEYOR'S NAIL

YPC YELLOW PLASTIC CAP

HORIZONTAL DATUM:

OREGON STATE PLANE COORDINATE SYSTEM ('83) NORTH

ZONE, EPOCH (CURRENT VERSION)

VERTICAL DATUM:

NATIONAL GEODETIC VERTICAL DATUM OF 1929 ('47)

SURVEY MONUMENT PRESERVATION:

1. THE SHOWN SURVEY CONTROL IS NOT ALL INCLUSIVE OF

ALL SURVEY MONUMENTS WITHIN THE WORK AREA. THE

CONTRACTOR IS REQUIRED BY ORS 209.150 TO REPLACE ALL

SURVEY MONUMENTS DISTURBED OR DESTROYED BY

CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OR

PROJECT ENGINEER WITHIN 24 HOURS OF ANY SURVEY

MONUMENT DISTURBED/DESTROYED BY CONSTRUCTION

ACTIVITIES.

LOCATION #1

G-06

SURVEY CONTROL

LOCATION #2 & #3

PN:720503

NAD 83-SPCS

NGVD 1929(47)

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(SALEM)

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OREGON

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LOCATION #3

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SURVEY CONTROL POINTS - LOCATION #2

TEMPORARY SURVEY CONTROL POINTS

PT# NORTHING EASTING ELEVATION DESCRIPTION

3 472239.105 7550554.853 176.49 PK SET - 21ST DW W

FOUND SURVEY CONTROL POINTS

20 472243.799 7550622.106 176.59 IR MON BOX

28 472226.146 7550581.955 176.63 TONE - NE COR OREGON MARKET

30 472261.76 7550489.015 175.4 IP - BENT NORTH - BEND TIED DN 1.2

31 472263.035 7550489.549 176.61 GS - IP TOP - @ SURFACE - NORTH OF BEND TIE

32 472309.173 7550378.01 176.16 TONE - NE COR HABANEROS

33 472329.227 7550492.039 176.04 IR W/YPC - ANDREWS - UP .5 - BENT - SPINS - TIED @ SPIN

34 472289.119 7550584.282 176.27 IP 3/4 - FLUSH

35 472255.378 7550668.775 176.54 IP 3/4 - FLUSH

36 472172.386 7550871.743 177.09 IR W/YPC - LANDMARKERS - FLUSH

37 472142.102 7550945.89 178.18 IR W/YPC - LANDMARKERS - UP .1

SURVEY CONTROL POINTS - LOCATION #3

TEMPORARY SURVEY CONTROL POINTS

PT# NORTHING EASTING ELEVATION DESCRIPTION

1 476146.146 7559231.398 204.74 PK SET - CASA

FOUND SURVEY CONTROL POINTS

20 476148.996 7559187.548 203.38 Mon

21 476231.6 7559183.66 203.27 Mon

50 476080.179 7559231.041 205.01 IR FD UP .1 BENT EAST - TIED AT BEND

51 475961.723 7559236.503 206.85 IR W\YPC 636

52 475923.52 7559238.534 205.95 IR AC

53 475920.215 7559361.552 206.39 IR W\YPC - WILSON

54 475954.332 7559362.471 206.16 IR W\YPC - WILSON

EC-01

EPSC

NOTES

PN:720503

NAD 83-SPCS

NGVD 1929(47)

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OREGON

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) NOTES

1. THE CONTRACTOR SHALL PROVIDE DAILY MEASURES TO ENSURE

SEDIMENT CONTROL DURING NON-WORK HOURS.

2. THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED ON

PRIVATE INLETS TO ENSURE SEDIMENT CONTROL WITHIN THE WORK AREA.

3. THE PROJECT SITE SHALL HAVE A CONCRETE WASHOUT BASIN

AVAILABLE PER STD. PLAN 917 OR APPROVED EQUAL.

4. ALL TEMPORARY STOCKPILES AND CONCRETE MANAGEMENT

FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FEET FROM ANY

DRAINAGE INLET OR WATERCOURSE.

5. THIS EROSION CONTROL PLAN REPRESENTS MINIMUM EROSION

CONTROL MEASURES. ADDITIONAL COORDINATION AND WORK WITH THE

CITY OF SALEM MAY BE REQUIRED.

GENERAL EPSC 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 subsection 7A.1(d)-Wet Weather Period.

(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, if available, or recommendations of the grass seed supplier. 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 (80 percent by weight), creeping red fescue (20 percent by weight). Application rate shall be 100 pounds per acre minimum.

(3) Grass seed shall be fertilized at a rate of ten pounds per 1,000 square feet with 16-16-16 slow release type fertilizer. Disturbed areas within 50 feet of water bodies and wetlands must use a non-phosphorous fertilizer.

(4) The application rate of fertilizers used to reestablish vegetation shall follow manufacturer's recommendations. Nutrient releases from fertilizers to surface waters shall be minimized. Time release fertilizers shall be used. Care shall be made in the application of fertilizers within any waterway riparian zone to prevent leaching into the waterway.

(5) 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.

(6) 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.

(7) 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.

(8) 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.

(9) 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.

(10) 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.

(11) 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.

DESIGN STANDARDS NOTES

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EC-02

RIVIERA DR NE

EPSC & TREE

PROTECTION PLAN

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

CONSTRUCTION ACTIVITIES MAY REQUIRE

ADDITIONAL EROSION CONTROL MEASURES.

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INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON OCTOBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

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CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON OCTOBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

EC-03

STATE ST

EPSC & TREE

PROTECTION PLAN

LOCATION #2

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

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THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

CONSTRUCTION ACTIVITIES MAY REQUIRE

ADDITIONAL EROSION CONTROL MEASURES.

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INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 WHEN TRAFFIC

CONTROL IS IN PLACE. REMOVE PRIOR

TO OPENING LANE TO VEHICLE TRAFFIC.

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EC-04

LANCASTER DR NE

EPSC & TREE

PROTECTION PLAN

LOCATION #3

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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EROSION CONTROL WORK LIMITS

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FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

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GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

CONSTRUCTION ACTIVITIES MAY REQUIRE

ADDITIONAL EROSION CONTROL MEASURES.

3980 1251

CONTOURS ARE FROM TOPOGRAPHIC

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OREGON

TC-01

TEMPORARY

TRAFFIC CONTROL

NOTES & SIGNS

PN: 720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

TRAFFIC CONTROL NOTES:

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

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

POST-MOUNTED.

10.) 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.

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

PEDESTRIAN NOTES:

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

ROUTE FOR PEDESTRIAN TRAFFIC AT ALL TIMES DURING CONSTRUCTION.

AT INTERSECTIONS, EACH DIRECTION SHALL HAVE A ROUTE.

2.) CONTRACTOR TO PROVIDE SAFE ACCESSIBLE ROUTES TO THE PEDESTRIAN

PUSHBUTTONS AT ALL TIMES DURING CONSTRUCTION.

3.) A SIDEWALK CLOSURE REQUIRES ADVANCE SIGNING.

4.) AN ADA DETECTABLE SIDEWALK BARRIER SHALL BE PLACED ACROSS THE FULL WIDTH

OF A CLOSED SIDEWALK.

13R

13L

60" x 24"

G20-2

END

CONSTRUCTION

TEMPORARY TRAFFIC CONTROL SIGNS

R9-11

24" x 12"

R9-11

24" x 12"

R9-9

24" x 12"

SIDEWALK

CLOSED

18C

18D

18A

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

18E

24" x 12"

23 ON

ROADWAY

36" x 36"

CW11-1

W20-5

36" x 36"

W4-2

36" x 36"

W20-5

36" x 36"

W4-2

36" x 36"

2R 2L 3R

3L

15L

W20-1

36" x 36"

R4-7A

24" x 30"

CUSTOM

M4-9B

30" x 24"

M4-9B

30" x 24"

41R 41L q q

17L

DRIVEWAY

CLOSED

60" x 24"

CUSTOM

SIDEWALK

CLOSED

AHEAD

OW 23-3

BE

PREPARED

TO

STOP

W20-7

TYPE W1

36" x 24"

FINES

DOUBLE

R11-2

48" x 30"

R3-1

24" x 24"

R3-2

24" x 24"

W1-7

48" x 24"

W20-3

36" x 36"

W1-4

30" x 30"

18F

OR22-7

24" x 12"

CROSSWALK

CLOSED

THRU TRAFFIC

TO

STREET CLOSED

R11-4

60" x 30"

24" x 30"

LOCAL

ONLY

ACCESS

I

L

L

I

B

E

R

C

O

M

M

E

R

C

I

F

R

O

R

I

V

I

E

RIVER RD N

T

R

Y

T

A

Y

L

TC-02

ADVANCED SIGNING

RIVIERA DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

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7654321

SHEET OF

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HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

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DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

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M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

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099675PE

OREGON

W

S

E

N

NE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

TC-03

WEST SIDE

RIVIERA DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

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IC

WORK

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O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

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099675PE

OREGON

PEDESTRIAN

STREET

WEST SIDE

RIV

ER R

D N

R I V

I E

N

L

I

B

E

R

FRONT ST NE

2981-2999

18A

18D

R

I

V

I

E

RIVER RD N

2981-2999 q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

15L 23

17L

1 35

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

W

W

D D

ADDITIONAL SIDEWALK

CLOSED AHEAD SIGN AT

PARK SIDEWALK.

SEE BELOW.

q q q q q q q q q q q q

41R

41L

18F

TC-04

NORTH SIDE

RIVIERA DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

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IC

WORK

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S I

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GNI

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N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

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099675PE

OREGON

NORTH SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

PEDESTRIAN

R

I

V

18F

2981-2999

R

I

V

I

E

R

A

W

S

E

FM

18A

18F

18E q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

TC-05

EAST & NORTHEAST SIDE

RIVIERA DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

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M

P

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IC

WORK

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P

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O I

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GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

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099675PE

OREGON

EAST & NORTHEAST SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

PEDESTRIAN

R

I

V

2981-2999

R

I

V

I

E

R

A

W

S

E

NE

FM

18F

18A

18F

18D

18D

41R q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

TC-06

SOUTH SIDE

RIVIERA DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #1

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

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M

P

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IC

WORK

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P

A

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T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

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R

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099675PE

OREGON

SOUTH SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

STREET

L

IB

E R

T Y

S T

N E

R

I

V

I

E

I

V

2981-2999

S

MAINTAIN 10' LANES

AT ALL TIMES

R

I

V

R

Y O

N

A

V

N

E

COMMERCIAL ST NE

LIBERTY ST NE

B L I L E

R

A

V

N

E

18E

41L

PEDESTRIAN

D

18A

18A

18E41R

18F

18F q q q q q q q q q q q q q q q q q q q q q q q q qqqqqqqqqqqqqqqqqqqqqqqqq q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

PB

PB

TEMPORARY PAVEMENT BAR

BUS

BUS

BUS

TC-07

NORTHEAST SIDE

STATE ST

TEMPORARY

TRAFFIC CONTROL

LOCATION #2

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

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S

I

O

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A

L

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L

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B

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J

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N

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I N

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099675PE

OREGON

18A

PEDESTRIAN

STREET

NORTHEAST SIDE

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

T

H

S

T

N

E

18A

22901800 1890

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

COURT ST NE

S

T

S

T

N

E

CADMUS CT NE

18E

18E q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

T

H

S

T

N

E

S

T

S

T

N

E

1 35

1 35

12R3R

41R

41R

41L

41L

41R

41L

NE

NE

COURT ST NE

D

D

D

D

D

18F

D

D

D

3L2L1

17L

TWO LANE CLOSURES ON

STATE STREET WILL BE

NIGHT TIME HOURS OF

9:00 PM TO 5 AM

BUS

BUS

TC-08

SOUTHWEST SIDE

STATE ST

TEMPORARY

TRAFFIC CONTROL

LOCATION #2

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

L

I

Z

A

B

E

T

H

O

R

L

E

Y

J

U

E

N

G

I N

E

E

R

099675PE

OREGON

PEDESTRIAN

SOUTHWEST SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

STREET

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

T

H

S

T

N

E

S

T

S

T

N

E

18A

18A qqq q q qqqqqqqqqqqqqqqqqqq q q q q q q q q q q q q

FERRY ST SE

18E

41R

41L

41R

41R

41R

41L

41R

18E

18F 41L

SW

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

1 13L

2R 3R

SW

D

D

D

D

S

T

D

13R

41R q q q q q q q q q q q q q q

D

D

8 11 25

FERRY ST SE

13R 1

13L

1 35

PB

TEMPORARY PAVEMENT BAR

BUS

BUS

TC-09

SOUTHEAST SIDE

STATE ST

TEMPORARY

TRAFFIC CONTROL

LOCATION #2

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

L

I

Z

A

B

E

T

H

O

R

L

E

Y

J

U

E

N

G

I N

E

E

R

099675PE

OREGON

PEDESTRIAN

SOUTHEAST SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

T

H

S

T

N

E

S

T

S

T

N

E

18A

18A q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

FERRY ST SE

18E

41R

18E

41L

SE

q q q q q q q q q q q q q q q q q

18F

41R

18F

STREET

STATE ST

S

T

S

T

S

E

T

H

S

T

S

E

SE

D

D

D

D

S

T

S

T

N

E

D

D

D

81125

FERRY ST SE

13R

13L

1 35

T

H

S

T

N

E

2L3L

3R

2R1

TWO LANE CLOSURES ON

STATE STREET WILL BE

NIGHT TIME HOURS OF

9:00 PM TO 5 AM

17L

PB

TEMPORARY PAINTED

PAVEMENT BAR

U

S

B U

S

B U

S

B U

S

TC-10

(PEDESTRIAN) WEST SIDE

LANCASTER DR NE

TEMPORARY

TRAFFIC CONTROL

LOCATION #3

PN:720503

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

A

M

G G r o u p

E n g i n e e r i n g P r o j e c t s C

I P

P e d e s t r i a n

S a f e t y

I m p r o v e d

C r o s s i n g

C

A D

S

H E

E T

S E

T

P

F

E T

Y G

E

C

T C d

C t a b

PEDESTRIAN

SAFETY IMPROVED

CROSSINGS

(SALEM)

GENERAL NOTES

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

L

I

Z

A

B

E

T

H

O

R

L

E

Y

J

U

E

N

G

I N

E

E

R

099675PE

OREGON

PEDESTRIAN

W E

A T

H E

N

E

WEST SIDE

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY. STAGES MAY BE

COMPLETED IN ANY ORDER AT THE

CONTRACTOR'S DISCRETION.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

N

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

ADA IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY/BUSINESS

(MAINTAIN ACCESS AS PRACTICABLE)

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

PEDESTRIAN CHANNELIZING DEVICE

TEMPORARY BARRIER

18E

M A

N O

R

D

R

N

E

W E

A T

H E

N

E

18E

18A

18F

W

18A

M A

N O

R

D

R

N

E

T

H A

V N

E

D

S

T

N

E

A N

I T

A

D

R

N

E

M A

R K

N

E

C Y

P R

E S

S

S

T

N

E

CLAY ST NE

A N

I T

A

D

R

N

E

L A

N C

A S