682115-2 Plans.pdf

ELEV: 158.81' NGVD 29

G-01

COVER SHEET

& VICINITY MAP

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN: 682115-2

STREETSCAPE

IMPROVEMENTS

PHASE V

PROJECT AREA

Call before you dig.

Know what's below.

ATTENTION:

DRAWING INDEX - SEE SHEET G-02

UTILITY CONTACTS

LOCATED IN THE SE 1/4 SECTION 22

& NE 1/4 SECTION 27 T7S, R3W, W.M.

CITY OF SALEM

MARION COUNTY, OREGON

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) JOSE GRAJEDA 503-672-5602 jose.grajeda@pgn.com

SALEM ELECTRIC ADAM DESHON 503-316-2423 Deshon@salemelectric.com

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

LUMEN ENG. TRAVIS VAUGHN 541-749-6347 Travis.Vaughn@lumen.com

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

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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

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G-02

SHEET INDEX

& LEGEND

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET INDEX

Sheet, Dwg, Title

GENERAL PLANS

1 G-01 Cover Sheet & Vicinity Map 2 G-02 Sheet Index & Legend 3 G-03 Construction Notes 4 G-04 Sequencing & Traffic Control Plan - State & Liberty Street 5 G-05 Sequencing & Traffic Control Plan - Court & Chemeketa Street 6 G-06 Traffic Control Details 7 G-07 Traffic Control Details 8 G-08 Survey Control State & Liberty 9 G-09 Survey Control Court & Chemeketa

EROSION CONTROL AND DEMOLITION PLANS

10 EC-01 Erosion Control Notes & Legend 11 EC-02 Existing Conditions, & Erosion Control Plan, State Street 12 EC-03 Existing Conditions, & Erosion Control Plan, Liberty Street 13 EC-04 Existing Conditions, & Erosion Control Plan, Court Street 14 EC-05 Existing Conditions, & Erosion Control Plan, Chemeketa Street 15 EC-06 Existing Conditions, & Demolition Plan, State Street 16 EC-07 Existing Conditions, & Demolition Plan, Liberty Street 17 EC-08 Existing Conditions, & Demolition Plan, Court Street 18 EC-09 Existing Conditions, & Demolition Plan, Chemeketa Street

STREET IMPROVEMENT PLANS

19 ST-01 Overall Streetscape Plan - State & Liberty Street 20 ST-02 Overall Streetscape Plan - Court & Chemeketa Street 21 ST-03 Streetscape - State Street 22 ST-04 Streetscape - Liberty Street 23 ST-05 Streetscape - Court Street 24 ST-06 Streetscape - Chemeketa Street 25 ST-07 Plan & Profile, & Grading - State Street North Curb Line 26 ST-08 Plan & Profile, & Grading - State Street North Curb Line 27 ST-09 Plan & Profile, & Grading - Liberty Street West Curb Line 28 ST-10 Plan & Profile, & Grading - Liberty Street West Curb Line 29 ST-11 Plan & Profile, & Grading - Court Street North Curb Line 30 ST-12 Plan & Profile, & Grading - Court Street North Curb Line 31 ST-13 Plan & Profile, & Grading - Chemeketa Street North Curb Line 32 ST-14 ADA Ramp Grading - Liberty Street 33 ST-15 ADA Ramp Grading - Court Street & Chemeketa Street 34 ST-16 Surfacing, Striping, & Signing - State Street 35 ST-17 Surfacing, Striping, & Signing- Liberty Street 36 ST-18 Surfacing, Striping, & Signing - Court Street 37 ST-19 Surfacing, Striping, & Signing - Chemeketa Street 38 ST-20 Typical Sections 39 ST-21 24" Square CB & Vent Details 40 ST-22 State Street Cross Sections 41 ST-23 State Street Cross Sections 42 ST-24 State Street Cross Sections 43 ST-25 Liberty Street Cross Sections 44 ST-26 Liberty Street Cross Sections 45 ST-27 Court Street Cross Sections 46 ST-28 Court Street Cross Sections 47 ST-29 Chemeketa Street Cross Sections

Sheet, Dwg, Title

STORM DRAIN PLANS

48 SD-01 Plan & Profile, - State Street Storm Drain 49 SD-02 Plan & Profile, - Court Street Storm Drain

ELECTRICAL PLANS

50 E-01 Electrical Symbol Legend, Abbreviations, and General Notes

51 E-02 Electrical Details 52 E-03 Luminaire and Conduit & Conductor Schedules 53 ED-04 Electrical Demolition Plan State Street 54 ED-05 Electrical Demolition Plan Liberty Street 55 ED-06 Electrical Demolition Plan Court Street 56 ED-07 Electrical Demolition Plan Chemeketa Street 57 E-04 Electrical Proposed Plan State Street 58 E-05 Electrical Proposed Plan Liberty Street 59 E-06 Electrical Proposed Plan Court Street 60 E-07 Electrical Proposed Plan Chemeketa Street

LANDSCAPE PLANS

61 L-01 Irrigation Schedule and Notes 62 L-02 Irrigation Plan State Street 63 L-03 Irrigation Plan Liberty Street 64 L-04 Irrigation Plan Court Street 65 L-05 Irrigation Plan Chemekta Street 66 L-06 Planting Schedule and Notes 67 L-07 Planting Plan State Street 68 L-08 Planting Plan Liberty Street 69 L-09 Planting Plan Court Street 70 L-10 Planting Plan Chemeketa Street 71 L-11 Irrigation Details 72 L-12 Irrigation Details 73 L-13 Planting Details

STRUCTURAL PLANS

74 S-01 GENERAL NOTES

75 S-02 335 STATE ST (DOLCE MAMA'S)

76 S-03 349 STATE ST (UPTOWN)

77 S-04 367 STATE ST (THE ARBOR)

78 S-05 379 STATE ST (GATSBY)

79 S-06 305 COURT ST (ROY JOHN)

80 S-07 325 COURT ST (VENTI'S)

81 S-08 355 COURT ST (FRONTIER)

82 S-09 369 COURT ST (LULLU'S)

83 S-10 347 COURT ST (DAIRY LUNCH)

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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

G-03

CONSTRUCTION

NOTES

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

GENERAL CONSTRUCTION NOTES

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

PROVISIONS DEVELOPED FOR THIS PROJECT.

2. REFERENCE 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.

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

THE SPECIAL PROVISIONS.

10. REFERENCE SECTION OF THE SPECIAL PROVISIONS AND SCS REGARDING TEMPORARY ASPHALT PATCHING

REQUIREMENTS.

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

EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION.

12. CUTTING AND PLUGGING OF "TO BE ABANDONED" LINES SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK

PERFORMED AND NO SEPARATE PAYMENT SHALL BE MADE.

13. 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.

14. REMOVE AND REPLACE EXISTING SIGNS, MAILBOXES, FENCES, AND OTHER STRUCTURES AS REQUIRED TO

AVOID DAMAGE DURING CONSTRUCTION.

15. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. IF GRADE MODIFICATION IS NECESSARY, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO CONSTRUCTION. COMPENSATION FOR THE REQUIRED POT HOLING AND COORDINATION REQUIRED FOR RELOCATING A UTILITY SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. NO SEPARATE

PAYMENT SHALL BE MADE.

16. ALL TRENCHES IN EXISTING ASPHALT OUTSIDE STREET RECONSTRUCTION AREAS SHALL BE SAWCUT TO CITY OF

SALEM STANDARDS.

17. CONTRACTOR TO COORDINATE WITH POWER, TELEPHONE, AND CABLE TV COMPANY FOR RELOCATION OF VAULTS, PEDESTALS, ETC. ALL ABOVE GROUND FACILITIES TO BE PLACED IN A LOCATION OUTSIDE THE

PROPOSED SIDEWALK LOCATION.

18. ALL EXISTING FACILITIES TO BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER THAN ORIGINAL CONDITION.

19. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR MEDIAN

STRIP WHEREIN THEY LIE.

20. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE DURING

CONSTRUCTION.

21. USE 1-INCH MINUS GRANULAR BACKFILL UNDER ALL CONCRETE, ASPHALTIC CONCRETE, AND UNIMPROVED GRAVEL SURFACES UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR AS NOTED ON THE PLANS.

22. REMOVE AND REPLACE ALL EXISTING SIGNS, LANDSCAPING, ETC., AS REQUIRED.

23. FINAL MANHOLE FRAME AND COVER ADJUSTMENT OF ALL MANHOLES SHALL BE IN ACCORDANCE WITH THE

MANHOLE ADJUSTMENT SEQUENCE SHOWN ON CITY DETAIL NO. 104 .

24. LANDSCAPING WORK SHALL BE COMPLETED BY A LANDSCAPE CONTRACTOR LICENSED TO WORK IN THE STATE OF OREGON. IRRIGATION HEADS AND PIPING SHALL BE RELOCATED AS REQUIRED TO CONFORM TO NEW

STREETSCAPE GRID.

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PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

SEQUENCING NOTES

1. Contractor shall maintain vehicular traffic at all times unless otherwise approved by the City.

2. Contractor shall provide 3 business days' notice to each effected business prior to commencing work and disturbing business operations.

3. Contractor shall maintain sidewalk accessibility at all times while constructing new improvements from the curb out including all paving and striping. Minimize demolition of existing sidewalk only as required to construct new curb.

4. Contractor to construct improvements in the following sequence:

a. Curb & gutter

b. AC pavement

c. Sidewalk

5. From the hour a section of sidewalk is demolished, it shall be restored to pedestrian traffic within 36 hours.

6. High early concrete is required on all alley and driveway improvements to open up the alley or driveway to vehicular traffic within 72 hours of initial demolition.

7. Contractor shall demolish sidewalk one section at a time. Each section shall be substantially complete and open to pedestrian and parking prior to beginning work on the next section.

8. Contractor shall direct pedestrian traffic to the opposite side of the street during sidewalk demolition and improvements.

9. See sheet ST-16 and ST-19 for required work section limits.

G-04

SEQUENCING &

TRAFFIC CONTROL

PLAN

STATE &

LIBERTY ST

X

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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TN

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PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

SCHEDULE A

SCHEDULE B

G-05

SEQUENCING &

TRAFFIC CONTROL

PLAN

COURT &

CHEMEKETA ST

X

NAD 83-SPCS

NGVD 1929(47)

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JANUARY 14, 2026

DIGITALLY SIGNED

G-06

TRAFFIC CONTROL

DETAILS

NAD 83-SPCS

NGVD 1929(47)

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AAT

TN

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DIGITALLY SIGNED

G-07

TRAFFIC CONTROL

DETAILS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

G-08

SURVEY CONTROL

STATE & LIBERTY

X

NAD 83-SPCS

NGVD 1929(47)

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TN

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DIGITALLY SIGNED

G-09

SURVEY CONTROL

COURT &

CHEMEKETA

X

NAD 83-SPCS

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EC-01

EROSION CONTROL

NOTES & LEGEND

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) DETAILS

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.

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 Type C erosion control blankets per special provisions 207. 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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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-02

EXISTING CONDITIONS,

& EROSION CONTROL

STATE STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

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MENT

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N NIGE

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E ro s.

dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-03

EXISTING CONDITIONS,

& EROSION CONTROL

LIBERTY STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

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MENT

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dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-04

EXISTING CONDITIONS,

& EROSION CONTROL

COURT STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

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EC

-0

2-

E ro s.

dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-05

EXISTING CONDITIONS,

& EROSION CONTROL

CHEMEKETA STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

P

R

R1

R2

S

G

R3

W

R4

R5

R R

R

R

R

R R

R

R

R

R

S R

R

R

R

R1

R1P P

G S

P

P

AD

S

SS S

S

R

R

R

RW

R2 W R3

R2

R2

R2

R2

P P

P

P

R4

P P

PP

P

P

R5 R5

P R

S

PP

R R R

RR

R

R1 R4 P P

P

G S

P

S

P

P

P

S S S S S R R

W

R2 W W

W

R2 W

W

P

PP P P

P

P R5

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dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-06

EXISTING CONDITIONS,

& DEMOLITION PLAN

STATE STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

R

R R

R

RS

R

R

R

R

R

R

R

R P

R1

R1 R1R1

R1

R1 R1R1

G

SP

R S

R

R

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R R

R

RSSS

S R

S

P

R2

R2

R2 R2 R2

R2

W R2

R2

R2

R

P

P

P

P

P R4

P

PP

R4

P P

R1

P

P P

SS

R2

R

S

R R

S S S

P

P

P

P

R

R

R R4 P

P

R

R1

R2

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G

R3

W

R4

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REVISIONS

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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-07

EXISTING CONDITIONS,

& DEMOLITION PLAN

LIBERTY STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

P R G S

P

P

S

P R R

P

R R R

S S

S

S

R

P

P

R

P

R

R

R2

R2 W

W R2 W

R2

W

R2

R R

R4

P

PPP P W

R4

P

P

R

R1 R1

R P

G S

P

P

P

S P

R R

P

P

S S

S R

P

R2

R2

R2 R2

W R2

R

R

R

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P

P

P

R

R1

R2

S

G

R3

W

R4

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dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-08

EXISTING CONDITIONS,

& DEMOLITION PLAN

COURT STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

R1R1 P P

R

R PG

S

P P

P

R

R

R

R

P

P

P

P

P

P

S

S S S S

R R

P

R2

R2 R4

P P

R2

P

PP

P

P R

P

S

P

R

G S

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S

R

R P

P

R

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R2

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W

R4

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REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

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MENT

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dw g (E

C -0 ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

EC-09

EXISTING CONDITIONS,

& DEMOLITION PLAN

CHEMEKETA STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ST-01

OVERALL

STREETSCAPE

PLAN

STATE &

LIBERTY ST

X

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

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St re et sc ap e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-02

OVERALL

STREETSCAPE

PLAN

COURT &

CHEMEKETA ST

X

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

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St re et sc ap e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

S G M

S M

S M

S M

S M S M

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Pl an

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T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-03

STREETSCAPE

STATE STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

S M

M S

S M S M S M S MS M

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-0

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S tre et sc ap e

Pl an

.d w g (S

T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-04

STREETSCAPE

LIBERTY STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

S M

M S

S MS MS M S M S M S M

S M

M S

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S M

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-0

3-

S tre et sc ap e

Pl an

.d w g (S

T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-05

STREETSCAPE

COURT STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

SA

W

SA

W

SAW SAW

SAW

S G M

S MS M S M

S M

S M

M S

S

M G

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S

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-0

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S tre et sc ap e

Pl an

.d w g (S

T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-06

STREETSCAPE

CHEMEKETA STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

10+00 11+00 12+00

2 2

7 7

7 7

5 515

CONSTRUCTION NOTES

GENERAL NOTES

ST-07

PLAN & PROFILE,

& GRADING

STATE STREET

NORTH CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

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-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

12+10 150150

TH#1

TH#2

TH#3

2 2

7 7

AD

5 5

5 5

4A

13+00 14+00 14+20

CONSTRUCTION NOTES

GENERAL NOTES

ST-08

PLAN & PROFILE,

& GRADING

STATE STREET

NORTH CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

12+10 150150

1A

40+00 41+00 42+00

44+30

CONSTRUCTION NOTES

GENERAL NOTES

ST-09

PLAN & PROFILE,

& GRADING

LIBERTY STREET

WEST CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

148148 42+30

43+00 44+00 44+30

1A

40+00

CONSTRUCTION NOTES

GENERAL NOTES

ST-10

PLAN & PROFILE,

& GRADING

LIBERTY STREET

WEST CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

148148 42+30

7 7

11 11

20+00 21+00 22+00

CONSTRUCTION NOTES

GENERAL NOTES

ST-11

PLAN & PROFILE,

& GRADING

COURT STREET

NORTH CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

TH#8

TH#9

TH#10

23+00 24+00 24+20

CONSTRUCTION NOTES

GENERAL NOTES

ST-12

PLAN & PROFILE,

& GRADING

COURT STREET

NORTH CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

22+10

32+10 33+00 34+00 34+25

2 2

4 6

7 5 5 7 7

CONSTRUCTION NOTES

GENERAL NOTES

ST-13

PLAN & PROFILE,

& GRADING

CHEMEKETA STREET

NORTH CURB LINE

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 5:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-0

7-

S tre et P la n-

Pr of

G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

ST-14

ADA RAMP GRADING

LIBERTY STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

4-

A D

A G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

SAW SAW SAW SAW

SA

W

SA

W

SA

W

SAW SAW SAW SAW

SAW

SAW

SAW

ST-15

ADA RAMP GRADING

COURT STREET &

CHEMEKETA STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

4-

A D

A G ra di ng .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

SURFACING LEGEND

A

T

M

S

P

G

WL

Y

B

W

C

HC

DC

R

LZ

R

S G M

P

M S

M S

S MS MS MS MS M

P

P

WL WL

W Y

1 1 A

S

G M

S G M

R

S M

R

S MS MS MS MS M

S M

WLWL WL

WL

RR

W

WY

Y Y

7 7A

1 9 10

A

T

T

W

ST-16

SURFACING,

STRIPING, & SIGNING

STATE STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

6-

S ur f-S ig n- St rip e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

7B

7A

G M

R

SM

R

S MS MS MS MS M

S G M

S M

WL

WL

R

HC HC

W

LZ

P

W

T

Y

11 12

A

T

T

S MS M

S M

S M

S M

S M S M S M

R

S M M S

WL

WL

P P

WL

7 76

DC

20 20

SURFACING LEGEND

A

T

M

S

P

G

WL

Y

B

W

C

HC

DC

R

LZ

ST-17

SURFACING,

STRIPING, & SIGNING

LIBERTY STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

6-

S ur f-S ig n- St rip e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

7B

7A

G M P

S M

S M

S M

S MS MS M

S M

S MS MS M

S M

WL WL WL

WL

PR

P

HC W

W

T

Y

7B 7

A

P

W

R

S G M

P

M S

M S

S M

S MS MS M

S M S M

WL

P

P

W

7 7 7

A 13

W

20 20

SURFACING LEGEND

A

T

M

S

P

G

WL

Y

B

W

C

HC

DC

R

LZ

ST-18

SURFACING,

STRIPING, & SIGNING

COURT STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

6-

S ur f-S ig n- St rip e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

7B

7A

G M

P

S M

M S

S M

S MS MS M

WL

WL

W

P

T

HCW

19 11 18

A 1

S

M S

M S

S

G M

M G

C

A A

SURFACING LEGEND

A

T

M

S

P

G

WL

Y

B

W

C

HC

DC

R

LZ ST-19

SURFACING,

STRIPING, & SIGNING

CHEMEKETA STREET

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-1

6-

S ur f-S ig n- St rip e.

dw g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

7B

7A

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

0-

T yp

S ct n

D tls

.d w g (S

T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-20

TYPICAL SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

0-

T yp

S ct n

D tls

.d w g (S

T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-21

24" SQUARE CB

& VENT DETAILS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

AAT

TN

24" SQUARE CATCH BASIN

(PRECAST CONCRETE)

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-22

STATE STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-23

STATE STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-24

STATE STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-25

LIBERTY STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-26

LIBERTY STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

/2

:0 6:

A

M D

W es te ch \D

W G

\S al em , C ity O f\2

D ow nt ow n

St re et sc ap e\

C iv il\ Pl ot s\

ST

-2

2-

C ro ss S ec tio ns .d w g

(S T-ta b)

JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-27

COURT STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

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APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

STREETSCAPE

IMPROVEMENTS

PHASE V

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

1/

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JUNE 30, 2026

JAN 14, 2026

PN: 682115-2

JANUARY 14, 2026

DIGITALLY SIGNED

ST-28

COURT STREET

CROSS SECTIONS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE…