723106 Final Plans.pdf

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SALEM PUBLIC WORKS DEPART

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SILVERTON ROAD

SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

G-01

TITLE SHEET

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN: 723106

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

Call before you dig.

Know what's below.

ATTENTION:

EVERGREEN AVENUE NE TO LANA AVENUE NE

PROJECT

AREA

LANA AVE NE

HIGHWAY AVE NE

SILVERTON ROAD NE

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STATE

FAIRGROUNDS

0 125 250 500

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WALDO

MIDDLE

SCHOOL

WASHINGTON

ELEMENTARY

SCHOOL

UTILITY CONTACTS

COMPANY NAME PHONE EMAIL

CITY OF SALEM ENGINEERING 503-588-6211

DISPATCH 503-588-6333

PGE (DISTRIBUTION) KEN SPENCER 503-970-7200 kenneth.spencer@PGN.com

PGE (LIGHTING) JESSE WOODBURY 503-672-5498 jesse.woodbury@PGN.com

NW NATURAL SEAN MILLER 971-712-4711 sean.miller@nwnatural.com

LUMEN TECHNOLOGIES TRAVIS VAUGHN 503-399-4931 Travis.Vaughn@CenturyLink.com

COMCAST JASON MCDONALD 503-924-9120 jason_mcdonald3@Comcast.net

(CENTURY LINK)

BENCHMARK UTILIZED:

MARION COUNTY "RACE", PID 433

ELEV: 171.13' NGVD 29

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

G-02

SHEET INDEX

SHEET INDEX

GENERAL

EROSION CONTROL

TEMPORARY TRAFFIC CONTROL

SANITARY SEWER

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

G-03

GENERAL

CONSTRUCTION

NOTES & LEGEND

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION SHALL BE TO CITY OF SALEM STANDARD DRAWINGS AND STANDARD CONSTRUCTION

SPECIFICATIONS (SCS) AND THE SPECIAL PROVISIONS DEVELOPED FOR THIS PROJECT.

2. REFERENCE SCS FOR REQUIREMENTS REGARDING PROTECTION OF EXISTING FACILITIES AND TREES.

3. REFERENCE SCS FOR REQUIREMENTS REGARDING OPERATION OF EXISTING WATER VALVES.

4. REFERENCE SCS FOR TRAFFIC PROTECTION AND CONTROL REQUIREMENTS.

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 952-001-0010 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 (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. REFERENCE SCS FOR ANY ADDITIONAL UTILITY COORDINATION REQUIREMENTS.

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

TOPOGRAPHIC FEATURES REQUIRING RESTORATION.

8. 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. REFERENCE SCS FOR REQUIREMENTS REGARDING PROTECTION OF TREES AND ROOTS AND

TREE TRIMMING.

9. ALL CONSTRUCTION SHALL CONFORM TO OREGON D.E.Q. PERMIT No. 1200-CA, A COPY OF WHICH IS

INCLUDED FOLLOWING THE SPECIAL PROVISIONS.

10. REFERENCE THE SPECIAL PROVISIONS AND SCS REGARDING TEMPORARY AND PERMANENT PAVEMENT

PATCHING REQUIREMENTS.

GENERAL CONSTRUCTION LEGEND

COM

CATV CATV CATV CATV CATV CATVCATV

COM COM COM COM COM COM COM

FOC FOC FOC FOC FOC FOC FOC FOC

GAS GAS GAS GAS GAS GAS GAS GAS

OH LINES OH LINES OH LINES OH LINES OH LINES

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ELEC ELEC ELEC ELEC ELEC ELECELEC

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SD SD SD SD SD SD SD SD SD

W W W W W W W W W W

EXISTING EXISTING

RECONSTRUCT LATERAL

(OPEN CUT)

PER COS STD DWG No. 106 w/ TAP

REHABILITATE MANHOLE

NEW MAINLINE U.V. C.I.P.P. LINER

PROPOSED

NEW LATERAL CLEANOUT

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SILVERTON ROAD

SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

G-04

PAGE LAYOUT

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SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

G-05

SURVEY CONTROL

SHEET

SURVEY CONTROL SHEET

0 50 100 200

FEET

NOTE:

HORIZONTAL DATUM:

OREGON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(2011),

EPOCH 2010.00. COORDINATES SHOWN ARE IN UNITS OF INTERNATIONAL

FEET AND ARE ON A LOCAL DATUM PLANE (LDP) TO REPRESENT TRUE

GROUND DISTANCES. APPLY SCALE FACTOR 0.999890454 ABOUT THE

MIDPOINT OF A BASELINE BETWEEN POINTS 1 AND 20 TO CONVERT

COORDINATES FROM THE LDP TO STATE PLANE.

VERTICAL DATUM:

NGVD 1929(47)

# SURVEY CONTROL POINT

FOUND MONUMENT#

SURVEY MONUMENT PRESERVATION

SHOWN SURVEY CONTROL IS NOT ALL INCLUSIVE OF ALL SURVEY

MONUMENTS WITHIN THE WORK AREA. THE CONTRACTOR SHALL

NOTIFY THE CITY INSPECTOR OR PROJECT ENGINEER WITHIN 24

HOURS OF ANY SURVEY MONUMENT DISTURBED/DESTROYED BY

CONSTRUCTION ACTIVITIES.

BENCHMARK UTILIZED:

MARION COUNTY "RACE", PID 433

ELEV: 171.13' NGVD 29

LEGEND:

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SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

EC-01

EPSC NOTES

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC)

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. DO NOT PLACE BIOFILTER BAGS IN BIKE LANE OR IN LOCATIONS THAT WOULD

BE HAZARDOUS TO THE TRAVELING PUBLIC.

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 i 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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NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

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NOISIVIDGNIREE

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SILVERTON ROAD

SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

EC-02

EPSC PLAN

LANA AVE &

SILVERTON RD

0 20 40 80

FEET

0 20 40 80

FEET

EROSION CONTROL LEGEND

STRAW WATTLE

HYDROSEED ALL DISTURBED AREAS ON FAIRGROUNDS AFTER

WORK IS COMPLETE.

INLET PROTECTION

- USE SILT SACKS PER STD PLAN 913 FOR STANDARD CB'S.

- USE BIOFILTER BAGS PER STD PLAN 914 FOR CURB INLETS.

NOTE: THIS IS REQUIRED ON ALL INLETS RECEIVING FLOW

FROM THE PROJECT.

DRAINAGE FLOW DIRECTION

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SALEM PUBLIC WORKS DEPART

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SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

EC-03

EPSC PLAN

EVERGREEN AVE

0 20 40 80

FEET

EROSION CONTROL LEGEND

STRAW WATTLE

HYDROSEED ALL DISTURBED AREAS ON FAIRGROUNDS AFTER

WORK IS COMPLETE.

INLET PROTECTION

- USE SILT SACKS PER STD PLAN 913 FOR STANDARD CB'S.

- USE BIOFILTER BAGS PER STD PLAN 914 FOR CURB INLETS.

NOTE: THIS IS REQUIRED ON ALL INLETS RECEIVING FLOW

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

EC-04

EPSC PLAN

EVERGREEN AVE

0 20 40 80

FEET

EROSION CONTROL LEGEND

STRAW WATTLE

HYDROSEED ALL DISTURBED AREAS ON FAIRGROUNDS AFTER

WORK IS COMPLETE.

INLET PROTECTION

- USE SILT SACKS PER STD PLAN 913 FOR STANDARD CB'S.

- USE BIOFILTER BAGS PER STD PLAN 914 FOR CURB INLETS.

NOTE: THIS IS REQUIRED ON ALL INLETS RECEIVING FLOW

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:4

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\ 6-

EC

-0

1- 5.

dw g

(E C

-0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

EC-05

EPSC PLAN

SILVERTON RD -

EVERGREEN AVE

to PARK AVE

0 20 40 80

FEET

EROSION CONTROL LEGEND

INLET PROTECTION

USE SILT SACKS PER STD PLAN 913 FOR

STANDARD CB'S.

USE BIOFILTER BAGS PER STD PLAN 914 FOR

CURB INLETS.

NOTE: THIS IS REQUIRED ON ALL INLETS

RECEIVING FLOW FROM THE PROJECT.

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:4

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-01

TRAFFIC CONTROL

NOTES & SIGNS

SIGN LEGEND

TRAFFIC CONTROL NOTES: PEDESTRIAN NOTES:

9.) THE STAGING PLANS PROVIDE GUIDANCE FOR PLACEMENT OF

SIGNAGE AND CHANNELIZING DEVICES, CERTAIN CONSTRUCTION

ACTIVITIES MAY REQUIRE ADDITIONAL SIGNS OR CHANNELIZING

DEVICES.

11.) ALL FLEXIBLE SIGNS AND PORTABLE SIGN SUPPORTS SHALL BE

CRASHWORTHY.

10.) SIGNS PLACED CONTINUOUSLY FOR LONGER THAN THREE DAYS

SHALL BE POST-MOUNTED.

12.) RIGID SIGNS MAY BE USED ON BARRICADES WHEN APPROPRIATELY

CRASH TESTED.

8.) SIGN LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE

ADJUSTED IN THE FIELD FOR CONFLICTS SUCH AS SIGHT

DISTANCE, DRIVEWAYS, LANDSCAPING, UTILITIES, ETC.

7.) CONTRACTOR SHALL PROTECT TRAFFIC AND SHALL

PROVIDE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION.

6.) MAINTAIN LOCAL ACCESS AT ALL TIMES.

4.) SEE SPECIAL PROVISIONS AND TEMPORARY TRAFFIC CONTROL

SHEETS FOR STREET WORK TIME LIMITATIONS.

3.) USE FLAGGERS AND TEMPORARY TRAFFIC CONTROL AS

REQUIRED WITH AN APPROVED WORK IN RIGHT-OF-WAY

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.

1.) CONTRACTOR TO PROVIDE PROPER SIGNAGE AND MAINTAIN

A SAFE ACCESSIBLE ROUTE FOR PEDESTRIAN TRAFFIC AT ALL

TIMES DURING CONSTRUCTION.

W20-1 36" x 36"

48" x 24" W1-7

W20-5 36" x 36"

W4-2 36" x 36"

W20-5 36" x 36"

W4-2 36" x 36"

2R2L

3R3L

36" x 36" W20-3

R11-2 48" x 30"

30" x 30" W1-4

30" x 30" W1-4

17L 17R

R3-1 24" x 24"

R3-2 24" x 24"

13R 13L

23 ON

ROADWAY

36" x 36"

CW11-1

R9-11a 24" x 12"

SIDEWALK CLOSED

CROSS HERE

R9-9 24" x 12"

SIDEWALK

CLOSED

SIDEWALK CLOSED

USE OTHER SIDE

18C18A 18B

R9-10 24" x 12"

TEMPORARY TRAFFIC CONTROL SPACING TABLES

Table 1 Advance Sign Spacing Within Warning Area

Posted Speed Initial Sign Additional Signs 0-30 mph 100 feet 100 feet

35-40 mph 350 feet 350 feet 45-55 mph 500 feet 500 feet

Signs on portable supports shall be at least one foot above the roadway

Table 2 Taper Length, Number of Devices, and Device Spacing Table

Use 12 Ft lane width as default unless otherwise approved

Shift Taper = 1/2 L Shoulder Taper = 1/3 L

Speed

MPH

25 or below

Along Tangent

Along Taper

55 605550 660 11 12 13 110 495

550500 600 11 12 13 100 425 495450 540 11 12 13 90 360 295270 320 11 12 13 80 305 225205 245 8 9 9 70 250 165150 180 7 8 8 60 200 115105 125 6 6 6 50 155

10 10 11 1211 12 FT

Maximum Device Spacing in Feet

Buffer Spaces

Minimum Number of Devices Lane Width in Feet

Min. Merging Taper length (L) Lane Width (W) in Feet

W20-2 36" x 36"

R3-5 30" x 36"

16R

R3-5 30" x 36"

16L

R9-11a 24" x 12"

SIDEWALK CLOSED

CROSS HERE

R9-11 24" x 12"

SIDEWALK CLOSED

CROSS HERE

AHEAD18D 18E

60" x 30" OR11-4a

TO THRU TRAFFIC

ROAD CLOSED

LOCAL ACCESS ONLY

2.) CONTRACTOR TO PROVIDE A WRITTEN AND DRAWN PLAN FOR

APPROVAL THAT IDENTIFIES REQUIREMENTS FOR PROVIDING

SAFE, EFFECTIVE AND ACCESSIBLE ROUTES FOR PEDESTRIANS

THROUGH OR AROUND THE WORK ZONE PRIOR TO BEGINNING

WORK THAT IMPACTS PEDESTRIAN ROUTES.

13.) PLACE "STEEL PLATE AHEAD" SIGNAGE AS NEEDED FOR TEMPORARY

BYPASS PUMPING TRENCH, OR OTHER LOCATIONS AS NECESSARY.

48" x 24"

25R

48" x 24"

25L 26

36" x 36"

STEEL

PLATE

AHEAD

DETOUR

M4-9L 30" x 24"

27A DETOUR

M4-9R 30" x 24"

27B DETOUR

M4-9a 30" x 24"

27C

NO

PARKING

ANY

TIME

R7-1 12" x 18"

27D DETOUR

END

DETOUR

M4-8 24" x 12"

27E

M4-8a 24" x 18"

W1-6R W1-6L

R2-1 24" x 36"

29A

SPEED

LIMIT

25 R2-6aP 24" x 12"

FINES

DOUBLE29B 30

36" x 36"

WHITE LETTERS ON

BLUE BACKGROUND

BUSINESS

OPEN DURING

CONSTRUCTION

W20-4 36" x 36"

ONE LANE

ROAD

AHEAD

K-6443 36" x 36"

YIELD TO

ONCOMING

TRAFFIC STOP

R1-1 30" x 30"

W23-2 36" x 36"

NEW

TRAFFIC

PATTERN

AHEAD

48" x 48"

(SIGN FURNISHED BY CITY)

(FLAG KIT FURNISHED BY CONTRACTOR)

36 DO NOT

ENTER

R5-1 30" x 30"

W20-7 36" x 36"

5 FLAGGER

AHEAD

OW23-3

36" x 36"

BE

PREPARED

TO STOP

R4-7A 30" x 36"

KEEP

RIGHT

5.) PARKING PERMITS WILL NEED TO BE OBTAINED BY THE

CONTRACTOR FOR ANY PARKING REMOVAL FOR THIS WORK.

CONTACT PARKING SERVICES AT 503-587-2075 TO OBTAIN THESE

PERMITS. "NO PARKING" SIGNS TO BE PLACED 72 HRS IN

ADVANCE OF THE WORK WITH DATES AND TIME.

RIGHT ARROW

40R

R6-1

ONE WAY

48" x 24"

LEFT ARROW

40L

R6-1

ONE WAY

48" x 24"

R9-11 24" x 12"

SIDEWALK CLOSED

CROSS HERE

AHEAD18F

48" x 48"

(CUSTOM SIGN FURNISHED

BY CONTRACTOR)

DMV ENTRANCE

ENTER HERE

MAIN ENTRANCE

CLOSED AHEAD

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:5

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-02

TRAFFIC CONTROL

PLAN

ADVANCED SIGNING

& DETOUR ROUTES

0 100 200 400

FEET

ADVANCED SIGNING & DETOUR ROUTES

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

WORK ZONE

PORTABLE SIGN

POST MOUNTED SIGN

TRAFFIC CONTROL LEGEND

LANE CLOSURE

NOTES:

SEQUENTIAL ARROW BOARD

TYPE 2 BARRICADE

PCMS SIGN - SEE TC-06

SEE TC-01 FOR SIGN LEGEND

1. CONTRACTOR SHALL SUBMIT TRAFFIC

CONTROL PLAN TO CITY FOR APPROVAL PRIOR

TO CONSTRUCTION.

2. CONTRACTOR MUST MAINTAIN ONE TRAVEL

LANE, MINIMUM 11' WIDTH, IN EACH DIRECTION

ON SILVERTON RD AT ALL TIMES, EXCEPT FOR

DURING APPROVED NIGHT WORK WITH

FLAGGERS.

3. INSTALL TRAFFIC CONTROL SIGNING AS

SHOWN ON TC-01.

4. FLAGGING ON SILVERTON ROAD NE IS ONLY

ALLOWED BETWEEN 9:00 PM AND 6:00 AM.

5. NO FLAGGING ALLOWED ON SILVERTON RD NE

ON HOLIDAYS, WEEKENDS, OR DURING AN EVENT

EXCLUSION MORATORIUM.

6. PROVIDE ACCESS TO ALL BUSINESSES

DURING CONSTRUCTION. USE BLUE TUBULAR

MARKERS AND PROVIDE RAMP OVER BYPASS

PIPE. SEE BYPASS PLANS.

BYPASS PIPING

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:5

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-03

TRAFFIC CONTROL

PLAN

EVERGREEN AVE

0 30 60 120

FEET

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

WORK ZONE

PORTABLE SIGN

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

TRAFFIC CONTROL LEGEND

LANE CLOSURE

NOTES:

POST MOUNTED SIGN

TYPE 2 BARRICADE

SEQUENTIAL ARROW BOARD

SEE TC-01 FOR SIGN LEGEND

TRAFFIC FLOW DIRECTION

TEMPORARY ADA COMPLIANT RAMP

w/ RAILING

TYPICAL PEDESTRIAN & TRAFFIC ROUTING

AROUND SEWER LATERALS ON

EVERGREEN & LANA AVENUE

1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO

CITY FOR APPROVAL PRIOR TO CONSTRUCTION.

2. NOT USED

3. INSTALL TRAFFIC CONTROL SIGNING AS SHOWN ON TC-01.

4. FLAGGING ON SILVERTON ROAD NE IS ONLY ALLOWED

BETWEEN 9:00 PM AND 6:00 AM.

5. NO FLAGGING ALLOWED ON SILVERTON RD NE ON

HOLIDAYS, WEEKENDS, OR DURING AN EVENT EXCLUSION

MORATORIUM.

6. PROVIDE ACCESS TO ALL BUSINESSES DURING

CONSTRUCTION. USE BLUE TUBULAR MARKERS AND PROVIDE

RAMP OVER BYPASS PIPE. SEE BYPASS PLANS.

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:5

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-04

TRAFFIC CONTROL

PLAN

LANA AVE

0 30 60 120

FEET

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

WORK ZONE

PORTABLE SIGN

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

LANE CLOSURE

NOTES:

SEQUENTIAL ARROW BOARD

POST MOUNTED SIGN

TYPE 2 BARRICADE

SEE TC-01 FOR SIGN LEGEND

TRAFFIC FLOW DIRECTION

TRAFFIC CONTROL LEGEND

TEMPORARY ADA COMPLIANT RAMP

w/ RAILING

1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO

CITY FOR APPROVAL PRIOR TO CONSTRUCTION.

2. NOT USED

3. INSTALL TRAFFIC CONTROL SIGNING AS SHOWN ON TC-01.

4. FLAGGING ON SILVERTON ROAD NE IS ONLY ALLOWED

BETWEEN 9:00 PM AND 6:00 AM.

5. NO FLAGGING ALLOWED ON SILVERTON RD NE ON

HOLIDAYS, WEEKENDS, OR DURING AN EVENT EXCLUSION

MORATORIUM.

6. PROVIDE ACCESS TO ALL BUSINESSES DURING

CONSTRUCTION. USE BLUE TUBULAR MARKERS AND PROVIDE

RAMP OVER BYPASS PIPE. SEE BYPASS PLANS.

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:5

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-05

TRAFFIC CONTROL

PLAN

SILVERTON ROAD

0 30 60 120

FEET

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

WORK ZONE

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

LANE CLOSURE

NOTES:

1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO

CITY FOR APPROVAL PRIOR TO CONSTRUCTION.

2. CONTRACTOR MUST MAINTAIN ONE TRAVEL LANE,

MINIMUM 11' WIDTH, IN EACH DIRECTION ON SILVERTON RD

AT ALL TIMES, EXCEPT FOR DURING APPROVED NIGHT WORK

WITH FLAGGERS.

3. INSTALL TRAFFIC CONTROL SIGNING AS SHOWN ON TC-01.

4. FLAGGING ON SILVERTON ROAD NE IS ONLY ALLOWED

BETWEEN 9:00 PM AND 6:00 AM.

5. NO FLAGGING ALLOWED ON SILVERTON RD NE ON

HOLIDAYS, WEEKENDS, OR DURING AN EVENT EXCLUSION

MORATORIUM.

6. PROVIDE ACCESS TO ALL BUSINESSES DURING

CONSTRUCTION. USE BLUE TUBULAR MARKERS AND PROVIDE

RAMP OVER BYPASS PIPE. SEE BYPASS PLANS.

PORTABLE SIGN

POST MOUNTED SIGN

TYPE 2 BARRICADE

SEQUENTIAL ARROW BOARD

SEE TC-01 FOR SIGN LEGEND

TRAFFIC FLOW DIRECTION

TRAFFIC CONTROL LEGEND

TEMPORARY ADA COMPLIANT RAMP

w/ RAILING

TYPICAL TRAFFIC ROUTING

FOR SEWER LATERAL WORK

ON NORTH SIDE OF SILVERTON RD

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:5

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-T C

-0 1-

6.

dw g (T

C -0 ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

TC-06

TRAFFIC CONTROL

PCMS PLAN

0 100 200 400

FEET

PCMS PLAN

LEGEND

PORTABLE CHANGEABLE MESSAGE SIGN(PCMS)

NOTES:

PORTABLE CHANGEABLE MESSAGE SIGN

(PCMS) INSTALLATION DETAIL

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.

SEE ODOT TM800 FOR ADDITIONAL REQUIREMENTS.

P

PCMS MESSAGES -SILVERTON RD

TIME PERIOD OF USE

7 DAYS PRIOR TO AND DURING CONSTRUCTION.

SILVERTON

RD NE

ROADWORK

LANE

CLOSURE

DATE-DATE

PANEL 1 PANEL 2

PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)

MESSAGE NO. 1

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:0

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-S S-

-0

2.

dw g (S

S-ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-01

SANITARY SEWER

PLAN

LANA AVE &

SILVERTON ROAD

STA 10+00 to 25+25

0 20 40 80

FEET

GENERAL NOTES

0 20 40 80

FEET

REHABILITATE MANHOLE WITH

CEMENTITIOUS LINING FOLLOWED BY

EPOXY COATING PER SPECIAL

PROVISIONS.

1 CONSTRUCT U.V. C.I.P.P. LINER

PER SIZE NOTED.

RECONSTRUCT LATERAL TO EXTENT SHOWN

ON PLANS VIA OPEN CUT

PER DTL D3, SHT SS-03.

SHEET KEYNOTES

SEWER LEGEND

1. CONTRACTOR SHALL FIELD VERIFY LINER LENGTH

PRIOR TO ORDERING MATERIAL.

2. CONTRACTOR SHALL PROVIDE ACCESS TO

BUSINESSES AND HOMEOWNERS AT ALL TIMES.

3. CONTRACTOR TO FIELD VERIFY LATERAL LOCATION

AND STATUS FOR ALL LATERALS ADJACENT TO

PROJECT PIPE PRIOR TO LINER INSTALLATION. ANY

ACTIVE LATERALS FOUND WHICH ARE NOT ALREADY

CALLED OUT TO BE RECONSTRUCTED OR REINSTATED

ON THE PLANS SHALL BE ASSESSED BY THE

CONTRACTOR AND RECONSTRUCTED OR REINSTATED,

AS DIRECTED BY THE ENGINEER. ANY LATERALS

WHICH ARE FOUND TO BE INACTIVE SHALL NOT BE

REINSTATED.

4. ALL NEW / RECONSTRUCTED SEWER LATERALS

CROSSING WATERLINES TO CROSS UNDER THE

WATERLINE WITH 18" VERTICAL CLEARANCE, MINIMUM,

PER OAR CHAPTER 333.

5. ALL LATERALS ASSUMED TO BE 4-INCHES UNLESS

OTHERWISE NOTED.

6. CONTRACTOR TO ACQUIRE PLUMBING PERMIT FOR

ALL PIPE-WORK ON PRIVATE PROPERTY.

7. CONTRACTOR TO MINIMIZE DISTURBED AREA

REQUIRING SURFACE RESTORATION FOR

RECONSTRUCTED LATERALS.

8. COORDINATION WITH SOME PROPERTIES MAY

REQUIRE BI-LINGUAL (SPANISH) SPEAKERS PROVIDED

BY CONTRACTOR.

9. LANDSCAPE RESTORATION TO BE PROVIDED PER

DTL 5, SHT SS-03 AND THE SPECIAL PROVISIONS.

RECONSTRUCT LATERAL TO BE CONNECTED

TO 8" CSP SS VIA PVC WYE COUPLED TO THE

EXISTING MAINLINE. ABANDON AND DO NOT

REINSTATE CONNECTION AT 36" MAINLINE.

RECONSTRUCT LATERAL

(OPEN CUT)

PER DTL D3, SHEET SS-03

REHABILITATE MANHOLE

NEW MAINLINE U.V. C.I.P.P. LINER

NEW LATERAL CLEANOUT

P CONTRACTOR TO PROTECT.

8 SUSPECTED ABANDONED LATERAL. SEE

GENERAL NOTE 3.

RECONSTRUCT CONCRETE PORTION OF

LATERAL AT THE MAIN (2-4 FT MIN, OPEN

CUT) PER DTL D3, SHEET SS-03.

11A NEW CLEANOUT TO BE INSTALLED IN

CENTER OF SIDEWALK

PER DTL D2, SHEET SS-03.

12 NEW CLEANOUT TO BE INSTALLED AT

BUILDING PER DTL D4, SHEET SS-03.

13 REINSTATE LATERAL WITH BRIM STYLE LINER

AT MAINLINE CONNECTION.

14 CONTRACTOR TO INSPECT 8" CSP SS IN

LANA AVE. FROM MH 8156 TO 8157

FOLLOWING COMPLETION OF NEW LATERAL

CONNECTIONS.

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:1

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-S S-

-0

2.

dw g (S

S-ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-02

SANITARY SEWER

PLAN

EVERGREEN AVE

STA 25+25 to 31+28

0 20 40 80

FEET

GENERAL NOTES

REHABILITATE MANHOLE WITH

CEMENTITIOUS LINING FOLLOWED BY

EPOXY COATING PER SPECIAL

PROVISIONS.

SHEET KEYNOTES

SEWER LEGEND

RECONSTRUCT LATERAL

(OPEN CUT)

PER DTL D3, SHEET SS-03

REHABILITATE MANHOLE

NEW MAINLINE U.V. C.I.P.P. LINER

RECONSTRUCTED LATERAL CROSSES

EXISTING 24" STEEL WATERLINE. FULL STICK

OF DUCTILE IRON SERVICE PIPE TO BE

CENTERED ON WATERLINE. CROSSING OF

THIS 24" W/L REQUIRES A STANDBY WITH 48

HOURS NOTICE OF STANDBY. COORDINATE

WITH CITY SHOPS.

7 ABANDON EXISTING LATERAL.

DO NOT REINSTATE.

8 SUSPECTED ABANDONED LATERAL. SEE

GENERAL NOTE 3.

9 CONTRACTOR TO LOCATE LATERAL SERVING

3045-3049 EVERGREEN AVE, AND

RECONSTRUCT OR REINSTATE AS DIRECTED

BY ENGINEER.

10 RECONSTRUCT CONCRETE PORTION OF

LATERAL AT THE MAIN (2-4 FT MIN, OPEN

CUT) PER DTL D3, SHEET SS-03.

CONSTRUCT NEW LATERAL FROM MAINLINE

TO BUILDING AS SHOWN ON PLANS VIA OPEN

CUT PER DTL D3, SHEET SS-03. NEW

CLEANOUTS TO BE INSTALLED AT THE

BUILDING AND IN THE SIDEWALK.

NEW LATERAL CLEANOUT

3070 & 3080 EVERGREEN AVE

LATERAL DETAIL

1. CONTRACTOR SHALL FIELD VERIFY LINER LENGTH

PRIOR TO ORDERING MATERIAL.

2. CONTRACTOR SHALL PROVIDE ACCESS TO

BUSINESSES AND HOMEOWNERS AT ALL TIMES.

3. CONTRACTOR TO FIELD VERIFY LATERAL LOCATION

AND STATUS FOR ALL LATERALS ADJACENT TO

PROJECT PIPE PRIOR TO LINER INSTALLATION. ANY

ACTIVE LATERALS FOUND WHICH ARE NOT ALREADY

CALLED OUT TO BE RECONSTRUCTED OR REINSTATED

ON THE PLANS SHALL BE ASSESSED BY THE

CONTRACTOR AND RECONSTRUCTED OR REINSTATED,

AS DIRECTED BY THE ENGINEER. ANY LATERALS

WHICH ARE FOUND TO BE INACTIVE SHALL NOT BE

REINSTATED.

4. ALL NEW / RECONSTRUCTED SEWER LATERALS

CROSSING WATERLINES TO CROSS UNDER THE

WATERLINE WITH 18" VERTICAL CLEARANCE, MINIMUM,

PER OAR CHAPTER 333.

5. ALL LATERALS ASSUMED TO BE 4-INCHES UNLESS

OTHERWISE NOTED.

6. CONTRACTOR TO ACQUIRE PLUMBING PERMIT FOR

ALL PIPE-WORK ON PRIVATE PROPERTY.

7. CONTRACTOR TO MINIMIZE DISTURBED AREA

REQUIRING SURFACE RESTORATION FOR

RECONSTRUCTED LATERALS.

8. COORDINATION WITH SOME PROPERTIES MAY

REQUIRE BI-LINGUAL (SPANISH) SPEAKERS PROVIDED

BY CONTRACTOR.

9. LANDSCAPE RESTORATION TO BE PROVIDED PER

DTL 5, SHT SS-03 AND THE SPECIAL PROVISIONS.

1 CONSTRUCT U.V. C.I.P.P. LINER

PER SIZE NOTED.

RECONSTRUCT LATERAL TO EXTENT SHOWN

ON PLANS VIA OPEN CUT

PER DTL D3, SHT SS-03.

11A NEW CLEANOUT TO BE INSTALLED IN

CENTER OF SIDEWALK

PER DTL D2, SHEET SS-03.

12 NEW CLEANOUT TO BE INSTALLED AT

BUILDING PER DTL D4, SHEET SS-03.

11B NEW CLEANOUT TO BE INSTALLED BETWEEN

BACK OF WALK AND ROW

PER DTL D2, SHEET SS-03.

13 REINSTATE LATERAL WITH BRIM STYLE LINER

AT MAINLINE CONNECTION.

15 VACUUM-EXCAVATE TO INSTALL

RECONSTRUCTED LATERAL ON PRIVATE

PROPERTY AT 3175 EVERGREEN AVE.

P CONTRACTOR TO PROTECT.

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:1

AM

R

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C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

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D

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CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-03

DETAILS

NTS

CIPP END SEALD1

ASPHALT, CONCRETE AND

GRAVEL SURFACES

NTS

SERVICE LATERALD2 CLEANOUT & PERMANENT INSPECTION PORT BOX AND CAP NTS

SERVICE LATERALD3 CONNECTION FOR FUTURE SERVICE WITH SIDEWALK

NOTES:

1. PLUG SHALL BE

THREADED PVC

SCREW ON PLUG

WITH 2" NUT

NTS

SURFACE RESTORATIOND5 FOR RECONSTRUCTED LATERALNTS

SERVICE LATERALD4 CLEANOUT AT BUILDING

SURFACE RESTORATION TABLE

AT PROPERTY LINE

ON PRIVATE PROPERTY

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:3

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-S S-

-5

B

YP

AS

S.

dw g

(S S-ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-04

CONCEPTUAL

BYPASS PUMPING

PLAN

SHEET KEYNOTES

GENERAL NOTES

0 40 80 160

FEET

1 DISCHARGE FLOWS INTO MH 8160.

TRAFFIC CONTROL REQ'D. MAINTAIN ONE LANE

OF TRAFFIC IN EACH DIRECTION ON LANA AVE.

1. THE BYPASS PLANS PROVIDE GUIDANCE FOR

CONSTRUCTION. ADDITIONAL BYPASS PUMPING MAY BE

REQUIRED BEYOND THESE PLANS. CONTRACTOR IS

REQUIRED TO SUBMIT BYPASS PLAN PRIOR TO

CONSTRUCTION FOR APPROVAL.

2. ACCESS TO ALL BUSINESS AND HOMES SHALL BE

MAINTAINED AT ALL TIMES.

3. FRANCHISE UTILITY LOCATIONS HAVE NOT BEEN FIELD

MARKED AND ARE NOT SHOWN ON THE PLANS. THE

CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED AND

MARKED AND SHALL PROTECT AS REQUIRED.

4. ROUTE TEMPORARY BYPASS TRENCH TO AVOID

ADA RAMPS. MAINTAIN ALL ADA CURB RAMPS DURING

CONSTRUCTION.

5. ALL PIPING SHALL BE WATERTIGHT AND INSPECTED

DAILY DURING OPERATIONS TO VERIFY THERE ARE NO

LEAKS IN THE CONTRACTOR BYPASS SYSTEM.

6. CONTRACTOR TO HAVE NECESSARY SPILL

CONTAINMENT MEASURES AVAILABLE ON SITE TO

MITIGATE ANY LEAKS.

7. CONTRACTOR TO MANAGE ALL LOCAL FLOWS (LATERALS

& COLLECTORS) IN ACCORDANCE WITH THE

SPECIFICATIONS.

8. WATER LEVEL AT THE UPSTREAM END OF EACH BYPASS

PIPE NOT TO EXCEED TWO THIRDS FULL FLOW DEPTH

(MEASURED AT BYPASS MANHOLE).

BYPASS

SETUP No.

1+2

WET WEATHER

PEAK

(MGD)

4 BYPASS PIPE IS TO BE PLACED BELOW GRADE IN

TEMPORARY TRENCH . RESTORE TRENCH PER

COS STD DWG No. 309 WITH ROCK BACKFILL.

COMBINE BYPASS FLOWS FROM SETUP #1 &

SETUP #2 AND CONSTRUCT A TEMPORARY

TRENCH AND COVER TO ROUTE THE BYPASS

PIPING BENEATH SILVERTON ROAD.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO OBTAIN ALL NECESSARY PERMITTING FROM

MARION COUNTY AND THE CITY FOR EXCAVATION

AND TRAFFIC CONTROL.

2 UTILIZE RAMPS TO MAINTAIN ACCESS TO

DRIVEWAYS & SIDEWALK.

3 ROUTE BYPASS PIPING ABOVE GROUND, NORTH

OF SIDEWALK AND BUS STOP, WITHIN R.O.W. OR

PROPOSED TEMPORARY CONSTRUCTION

EASEMENT.

5 ROUTE BYPASS PIPING ABOVE GROUND, ALONG

SOUTH GUTTER OF SILVERTON ROAD.

6 ROAD CLOSURES REQ'D AT PARK AVE. AND

EVERGREEN AVE.

7 BYPASS SETUP #2

UTILIZE EXTG MH 13495 OR EXCAVATE PIT FOR

BYPASSING. TRAFFIC CONTROL REQ'D TO

ACCESS MH. AT LEAST ONE LANE IN EACH

DIRECTION MUST BE MAINTAINED AT ALL TIMES

ON SILVERTON RD.

8 OPEN CUT EXCAVATION. EXTG UTILITY

CROSSINGS INCLUDE GAS, WATER, & SS.

CONTRACTOR TO PROTECT ALL UTILITIES.

PROPOSED BYPASS PIPING - ABOVE GROUND

PROPOSED BYPASS PIPING - TEMPORARY TRENCH

PROJECT PIPE REHABILITATION

10 BYPASS PIPING TO CROSS SIDEWALK AND RUN

ALONG NORTH GUTTER OF LANA AVE.

0 10 20 40

FEET

INSET PLAN

BYPASS SETUP #1

UTILIZE EXTG MH 8167 OR EXCAVATE PIT FOR

BYPASSING. TRAFFIC CONTROL REQ'D TO

ACCESS MH.

RUN BYPASS PIPING VIA THE PROPOSED

TEMPORARY CONSTRUCTION EASEMENT ON THE

NORTH EDGE OF 2700 BLOCK EVERGREEN AVE

NE, AND ON THE EAST EDGE OF THE OREGON

STATE FAIRGROUNDS.

ESTIMATED FLOWS

DIURNAL PEAK

DRY WEATHER

(MGD)

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

1 DISCHARGE FLOWS INTO MH 8160.

TRAFFIC CONTROL REQ'D. MAINTAIN ONE LANE

OF TRAFFIC IN EACH DIRECTION ON LANA AVE.

1. THE BYPASS PLANS PROVIDE GUIDANCE FOR

CONSTRUCTION. ADDITIONAL BYPASS PUMPING MAY BE

REQUIRED BEYOND THESE PLANS. CONTRACTOR IS

REQUIRED TO SUBMIT BYPASS PLAN PRIOR TO

CONSTRUCTION FOR APPROVAL.

2. ACCESS TO ALL BUSINESS AND HOMES SHALL BE

MAINTAINED AT ALL TIMES.

3. FRANCHISE UTILITY LOCATIONS HAVE NOT BEEN FIELD

MARKED AND ARE NOT SHOWN ON THE PLANS. THE

CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED AND

MARKED AND SHALL PROTECT AS REQUIRED.

4. ROUTE TEMPORARY BYPASS TRENCH TO AVOID

ADA RAMPS. MAINTAIN ALL ADA CURB RAMPS DURING

CONSTRUCTION.

5. ALL PIPING SHALL BE WATERTIGHT AND INSPECTED

DAILY DURING OPERATIONS TO VERIFY THERE ARE NO

LEAKS IN THE CONTRACTOR BYPASS SYSTEM.

6. CONTRACTOR TO HAVE NECESSARY SPILL

CONTAINMENT MEASURES AVAILABLE ON SITE TO

MITIGATE ANY LEAKS.

7. CONTRACTOR TO MANAGE ALL LOCAL FLOWS (LATERALS

& COLLECTORS) IN ACCORDANCE WITH THE

SPECIFICATIONS.

8. WATER LEVEL AT THE UPSTREAM END OF EACH BYPASS

PIPE NOT TO EXCEED TWO THIRDS FULL FLOW DEPTH

(MEASURED AT BYPASS MANHOLE).

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:3

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-S S-

-5

B

YP

AS

S.

dw g

(S S-ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-05

CONCEPTUAL

BYPASS PUMPING

PLAN

SHEET KEYNOTES

GENERAL NOTES

0 40 80 160

FEET

4 BYPASS PIPE IS TO BE PLACED BELOW GRADE IN

TEMPORARY TRENCH . RESTORE TRENCH PER

DTL D3 ON SHEET SS-06.

COMBINE BYPASS FLOWS FROM SETUP #1 &

SETUP #2 AND CONSTRUCT A TEMPORARY

TRENCH AND COVER TO ROUTE THE BYPASS

PIPING BENEATH SILVERTON ROAD.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO OBTAIN ALL NECESSARY PERMITTING FROM

MARION COUNTY AND THE CITY FOR EXCAVATION

AND TRAFFIC CONTROL.

2 UTILIZE RAMPS TO MAINTAIN ACCESS TO

DRIVEWAYS & SIDEWALK.

3 ROUTE BYPASS PIPING ABOVE GROUND, NORTH

OF SIDEWALK AND BUS STOP, WITHIN R.O.W. OR

PROPOSED TEMPORARY CONSTRUCTION

EASEMENT.

5 ROUTE BYPASS PIPING ABOVE GROUND, ALONG

SOUTH GUTTER OF SILVERTON ROAD.

6 ROAD CLOSURES REQ'D AT PARK AVE. AND

EVERGREEN AVE.

7 BYPASS SETUP #2

UTILIZE EXTG MH 13495 OR EXCAVATE PIT FOR

BYPASSING. TRAFFIC CONTROL REQ'D TO

ACCESS MH. AT LEAST ONE LANE IN EACH

DIRECTION MUST BE MAINTAINED AT ALL TIMES

ON SILVERTON RD.

8 OPEN CUT EXCAVATION. EXTG UTILITY

CROSSINGS INCLUDE GAS, WATER, & SS.

CONTRACTOR TO PROTECT ALL UTILITIES.

9 BYPASS SETUP #1

UTILIZE EXTG MH 8167 OR EXCAVATE PIT FOR

BYPASSING. TRAFFIC CONTROL REQ'D TO

ACCESS MH.

RUN BYPASS PIPING VIA THE PROPOSED

TEMPORARY CONSTRUCTION EASEMENT ON THE

NORTH EDGE OF 2700 BLOCK EVERGREEN AVE

NE, AND ON THE EAST EDGE OF THE OREGON

STATE FAIRGROUNDS.

10 BYPASS PIPING TO CROSS SIDEWALK AND RUN

ALONG NORTH GUTTER OF LANA AVE.

BYPASS

SETUP No.

1+2

WET WEATHER

PEAK

(MGD)

PROPOSED BYPASS PIPING - ABOVE GROUND

PROPOSED BYPASS PIPING - TEMPORARY TRENCH

PROJECT PIPE REHABILITATION

ESTIMATED FLOWS

DIURNAL PEAK

DRY WEATHER

(MGD)

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SILVERTON ROAD

SANITARY SEWER

REHABILITATION

/1

7/

1:

:4

AM

R

:\D w g\ Sa le m

C ity o f\S ilv er to n

R oa d Se w er

R eh ab

2.

.0 \C iv il\

Pl ot s\

-S S-

B

YP

AS

S D

ET

AI

LS

.d w g

(S S-ta b)

CERTIFICATE EXPIRES: JUNE 30, 2024

DATE SIGNED: DEC 17, 2024

WE J.O. 2272.2190.0

PN: 723106

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

JW

TMT

DIGITALLY SIGNED

SS-06

BYPASS NOTES &

DETAILS

STEEL PLATE

MAX TRENCH WIDTH MIN PLATE THICKNESS

10" 1/2"

1'-11" 3/4"

2'-7" 7/8"

3'-5" 1"

5'-3" 1-1/4"

NTS

TEMPORARY BYPASS PUMPING PIPE TRENCHD2

NTS

BYPASS PIPING DRIVEWAY ACCESSD1