682115-1 Plans~2.pdf

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN 682115-1

CHEMEKETA ST, COURT ST & STATE ST

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

PROJECT AREA

Call before you dig.

Know what's below.

ATTENTION:

UTILITY CONTACTS

CITY OF SALEM

SALEM ELECTRIC

NW NATURAL GAS

COMCAST

LUMEN

ENGINEERING

DISPATCH

503-588-6211 503-588-6333

ADAM DESHON

503-316-2423

DESHON@SALEMELECTRIC.COM

JERED THOMAS

971-808-7634

JERED.THOMAS@NWNATURAL.COM

JASON MCDONALD

503-924-9120

JASON_MCDONALD3@COMCAST.COM

TRAVIS VAUGHN

541-749-6347

TRAVIS.VAUGN@LUMEN.COM

PGE (DISTRIBUTION)......... KEN SPENCER

503-970-7200

KENNETH.SPENCER@PGN.COM

PGE (LIGHTING)................. JESSE WOODBURY

503-672-5498

JESSE.WOODBURY@PGN.COM

COVER SHEET &

VICINITY MAP

G-01

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COURT ST NE

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STATE ST

FERRY ST SE

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DRAWING INDEX - SEE SHEET G-02

IN THE NE & NW 1/4 OF SECTION 27 AND

THE SE 1/4 OF SECTION 22, T.7S, R.3W, W.M.

CITY OF SALEM, MARION COUNTY, OREGON

BENCHMARK UTILIZED:

CITY OF SALEM #1016R

ELEC: 158.81' NGVD 29

MARK IS A 3" BRASS DISK AT THE

NORTHWEST CORNER OF STATE

STREET AND COMMERCIAL STREET

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HORIZ DATUM:

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HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

OREGON

EXPIRES: 12/31/2026

85994PEREG

ISTERED PROFESSIONALENGINEER

JUL. 10 , 2018

PR ISC IL IA NO PERA LT A - RA MIREZ

AS SHOWN

AS SHOWN

CHEMEKETA ST NE

ORIGINAL DOCUMENT AVAILABLE UPON REQUEST

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.4

2'

DECD 6" DECD 5"

DECD 4" DECD 5"

DECD 9"DECD 9"

DECD 3"

DECD 4"DECD 5" DECD 4" DECD 6"DECD 4"

MAPLE 11"

MAPLE 14"

DECD 9"DECD 7"

SHEET INDEX AND

OVERALL KEYMAP

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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

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

OREGON

EXPIRES: 12/31/2026

85994PEREG

ISTERED PROFESSIONALENGINEER

JUL. 10 , 2018

PR ISC IL IA NO PERA LT A - RA MIREZ

AS SHOWN

AS SHOWN

GENERAL

G-01 - COVER SHEET & VICINITY MAP

G-02 - SHEET INDEX AND OVERALL KEYMAP

G-03 - GENERAL CONSTRUCTION NOTES AND LEGEND

G-04 - SURVEY CONTROL PLAN

EXISTING CONDITIONS

EC-01 - EROSION CONTROL NOTES & LEGEND

STRUCTURAL VAULT PLANS

SV-01 - GENERAL STRUCTURAL NOTES

SV-02 - GENERAL STRUCTURAL NOTES

ELECTRICAL PLANS

E-01 - ELECTRICAL ABBREVIATIONS, LEGENDS, NOTES, AND PANEL SCHEDULES

E-02 - LUMINAIRE SCHEDULES

E-03 - CONDUIT & CONDUCTOR SCHEDULE

E-04 - ELECTRICAL DETAILS

E-05 - ELECTRICAL DETAILS

SIGNING AND STRIPING PLANS

S-01 - SIGN LEGEND

LANDSCAPING PLANS

L-01 - IRRIGATION SCHEDULE AND NOTES

L-02 - PLANTING SCHEDULE AND NOTES

L-03 - IRRIGATION DETAILS

L-04 - IRRIGATION DETAILS

L-05 - PLANTING DETAILS

STATE ST - SCHEDULE A

EXISTING CONDITIONS

EC-01-A - EXISTING CONDITIONS AND ESC PLAN - STATE ST

EC-02-A - DEMOLITION AND REMOVAL PLAN - STATE ST

TEMPORARY TRAFFIC CONTROL PLANS

TC-01-A - TRAFFIC CONTROL PLAN - LIBERTY ST

TC-02-A - TRAFFIC CONTROL DETAILS - LIBERTY ST

STREET IMPROVEMENT PLANS

ST-01-A - OVERALL STREETSCAPE PLAN - STATE ST

ST-02-A - TYPICAL SECTIONS - STATE ST

ST-03-A - STREETSCAPE IMPROVEMENTS - STATE ST

ST-04-A - STREETSCAPE PLAN AND PROFILE - STATE ST

ST-05-A - STREETSCAPE PLAN AND PROFILE - STATE ST

ST-06-A - CROSS SECTIONS - STATE ST

STRUCTURAL VAULT PLANS

SV-01-A - VAULT DEMOLITION DETAILS - 388 STATE ST

SV-02-A - VAULT DEMOLITION DETAILS - 356 STATE ST

SV-03-A - VAULT ABANDONMENT DETAILS - 388 STATE ST

SV-04-A - VAULT ABANDONMENT DETAILS - 356 STATE ST

ELECTRICAL PLANS

E-01-A - ELECTRICAL DEMOLITION - STATE ST

E-02-A - ELEC ILLUMINATION PLAN - STATE ST

SIGNING AND STRIPING PLANS

S-01-A - SIGNING, STRIPING, AND SURFACING PLANS - STATE ST

LANDSCAPING PLANS

L-01-A - IRRIGATION PLAN - STATE ST

L-02-A - PLANTING PLAN - STATE ST

COURT ST - SCHEDULE B

EXISTING CONDITIONS PLANS

EC-01-B - EXISTING CONDITIONS AND ESC PLAN - COURT ST

EC-02-B - DEMOLITION AND REMOVAL - COURT ST

TEMPORARY TRAFFIC CONTROL PLANS

TC-01-B - TRAFFIC CONTROL PLAN - COURT ST

TC-02-B - TRAFFIC CONTROL DETAILS - COURT ST

STREET IMPROVEMENT PLANS

ST-01-B - OVERALL STREETSCAPE PLAN - COURT ST

ST-02-B - TYPICAL SECTION - COURT ST

ST-03-B - STREETSCAPE IMPROVEMENTS - COURT ST

ST-04-B - STREETSCAPE PLAN AND PROFILE - COURT ST

ST-05-B - STREETSCAPE PLAN AND PROFILE - COURT ST

ST-06-B - CROSS SECTIONS - COURT ST

STRUCTURAL VAULT PLANS

SV-01-B - VAULT DEMOLITION DETAILS - 310 COURT ST

SV-02-B - VAULT DEMOLITION DETAILS - 340 COURT ST

SV-03-B - VAULT ABANDONMENT DETAILS - 310 COURT ST

SV-04-B - VAULT ABANDONMENT DETAILS - 340 COURT ST

ELECTRICAL PLANS

E-01-B - ELECTRICAL DEMOLITION - COURT ST

E-02-B - ELECTRICAL ILLUMINATION PLAN - COURT ST

SIGNING AND STRIPING PLANS

S-01-B - SIGNING, STRIPING, AND SURFACING PLANS - COURT ST

LANDSCAPING PLANS

L-01-B - IRRIGATION PLAN - COURT ST

L-02-B - PLANTING PLAN - COURT ST

CHEMEKETA ST - SCHEDULE C

EXISTING CONDITIONS

EC-01-C - EXISTING CONDITIONS AND ESC PLAN - CHEMEKETA ST

EC-02-C - EXISTING CONDITIONS AND ESC PLAN - CHEMEKETA ST

EC-03-C - DEMOLITION AND REMOVAL - CHEMEKETA ST

EC-04-C - DEMOLITION AND REMOVAL - CHEMEKETA ST

TEMPORARY TRAFFIC CONTROL PLANS

TC-01-C - TRAFFIC CONTROL PLAN - CHEMEKETA ST

TC-02-C - TRAFFIC CONTROL DETAILS - CHEMEKETA ST

STREET IMPROVEMENT PLANS

ST-01-C - OVERALL STREETSCAPE PLAN - CHEMEKETA ST

ST-02-C - TYPICAL SECTION - CHEMEKETA ST

ST-03-C - STREETSCAPE IMPROVEMENTS - CHEMEKETA ST

ST-04-C - STREETSCAPE IMPROVEMENTS - CHEMEKETA ST

ST-05-C - STREETSCAPE PLAN AND PROFILE - CHEMEKETA ST

ST-06-C - STREETSCAPE PLAN AND PROFILE - CHEMEKETA ST

ST-07-C - STREETSCAPE PLAN AND PROFILE - CHEMEKETA ST

ST-08-C - ADA RAMP DETAILS - CHEMEKETA ST

ST-09-C - ADA RAMP DETAILS - CHEMEKETA ST

ST-10-C - CROSS SECTIONS - CHEMEKETA ST

ELECTRICAL PLANS

E-01-C - ELECTRICAL DEMOLITION - CHEMEKETA STREET

E-02-C - ELECTRICAL DEMOLITION - CHEMEKETA STREET

E-03-C - ELECTRICAL ILLUMINATION PLAN CHEMEKETA STREET

E-04-C - ELECTRICAL ILLUMINATION PLAN CHEMEKETA STREET

SIGNING AND STRIPING PLANS

S-01-C - SIGNING, STRIPING, AND SURFACING PLANS - CHEMEKETA ST

S-02-C - SIGNING, STRIPING, AND SURFACING PLANS - CHEMEKETA ST

LANDSCAPING PLANS

L-01-C - IRRIGATION PLAN - CHEMEKETA ST

L-02-C - IRRIGATION PLAN - CHEMEKETA ST

L-03-C - PLANTING PLAN - CHEMEKETA ST

L-04-C - PLANTING PLAN - CHEMEKETA ST

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CHEMEKETA ST

STATE ST

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0 60 120

SCHEDULE C

SCHEDULE B

SCHEDULE A

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GENERAL

CONSTRUCTION

NOTES AND

LEGEND

G-03

CMG

PPR

AS SHOWN

AS SHOWN

SAW

UTILITIES AND TOPOGRAPHIC FEATURES

W W W W W

SD

MATERIAL IDENTIFICATION

SS SS SS

W W W W

<8''SS <8''SS

<10''SD <10''SD

<8''SS

<10''SD

OHP OHP OHP OHP OHP OHP OHP OHP

ELECTRICITY

UNDERGROUND

ELECTRICITY

OVERHEAD

T T T T T T T T T

O O O O O X X X X X

AC PAVEMENT

TYPICAL SECTION

CONCRETE

PLAN/TYPICAL SECTION

NG NG NG NG NG NG NG NG NG

ROW ROW ROW ROW ROW ROW

P/L P/L P/L P/L P/L P/L

TO BE BUILT / EXISTING

UGP UGP UGP

L=X'± S=1.0% 10" PVC

LIGHTING

BENCH TC MAG MB

PARKING

METER BENCH PLANTER TRASH

CAN

MAGAZINE

RACK

FREE

STANDING

MAILBOX

RAPID FLASHING BEACON

SEWER-(CO/

INSPECTION PORT)

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.

AGGREGATE MATERIAL PLAN/SECTION

C12 CURVE NUMBER

L34 LINE NUMBER

526 GEOMETRIC & GRADING POINT

BEG BEGIN OF CURB OR CONCRETE

BOW BACK OF SIDEWALK

CONC TOP OF CONCRETE

END END OF CURB OR CONCRETE

EXTG EXISTING

FL FLOW LINE

GB GRADE BREAK

GR TOP OF GRATE OR INLET

MID MID POINT OF CURVE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVE

PI POINT OF INTERSECTION, ANGLE POINT

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

RIM RIM OF MANHOLE, OR LID

TBC TOP BACK OF CURB

TFC TOP FACE OF CURB

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

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

OREGON

EXPIRES: 12/31/2026

85994PEREG

ISTERED PROFESSIONALENGINEER

JUL. 10 , 2018

PR ISC IL IA NO PERA LT A - RA MIREZ

AS SHOWN

AS SHOWNABBREVIATIONS LEGEND

AC PAVEMENT-PLAN

GRAVEL PLAN

NATURAL GROUND SECTION

GENERAL CONSTRUCTION NOTES

TO BE BUILT EXISTING

SANITARY SEWER

STORM DRAIN

WATER

FENCE

EASEMENT LINE

PROPERTY LINE

RIGHT OF WAY

CURB &

SIDEWALK

WITH DRIVEWAY

FIRE HYDRANT WATER VALVE WATER METER

MAILBOX POWER POLE & ANCHOR

STORM-(CB T1/T2/T3/T4) CO

CULVERT

TELEPHONE PED GAS VALVE

MISC.

EVERGREENDECIDUOUS IRRIGATION

TELEPHONE

N.W. NATURAL

VAULT DEMO

AC PAVEMENT DEMOLITION PLAN

CONCRETE DEMOLITION PLAN

BRICK/PAVER DEMOLITION PLAN

SAW SAW SAW SAW SAW SAW SAWSAW CUT

GRIND LIMITS

ROWROWROW

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R O

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P/ L

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O W

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ROWROWROW

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ROWROWROW

R O

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O W

DECD 6"

DECD 5"

DECD 4"

DECD 5"

DECD 9"

DECD 9"

DECD 3"

DECD 4"

DECD 5"

DECD 4"

DECD 6"

DECD 4"

MAPLE 11"

MAPLE 14"

DECD 9"

DECD 7"

Point Table

Point #

Northing

475369.6610

475598.4780

475402.3620

475570.4190

474931.0610

475446.8490

474292.6010

474381.3290

474418.5170

475001.6660

475016.6530

475029.0670

475044.1050

475085.6350

Easting

7545204.7330

7545193.9380

7545117.0450

7544698.1520

7544915.3020

7544752.3090

7544783.6990

7545105.0570

7544531.5740

7544956.3330

7544924.5910

7544886.5490

7544848.2500

7544742.4620

Elevation

153.556

153.796

153.666

154.620

155.713

154.555

153.821

153.543

156.075

154.785

155.043

154.959

155.167

155.945

Raw Description

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

Point Table

Point #

Northing

475251.8800

475129.1067

474915.3933

475044.3162

474539.3061

474568.5246

474732.0296

474911.3664

474290.5998

474272.7425

474362.5209

474301.0575

474475.1374

474744.9262

Easting

7544858.1440

7544631.5874

7544924.7552

7544596.3068

7544702.3805

7544890.7008

7544473.7507

7544531.3333

7544337.0289

7544296.1792

7544329.0391

7544485.5682

7544373.2719

7544395.4860

Elevation

154.182

156.375

155.471

156.868

156.289

155.046

158.137

157.102

156.658

157.140

157.118

155.398

157.466

158.810

Raw Description

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

F-MM

SURVEY

CONTROL PLAN

G-04

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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

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

OREGON

EXPIRES: 12/31/2026

85994PEREG

ISTERED PROFESSIONALENGINEER

JUL. 10 , 2018

PR ISC IL IA NO PERA LT A - RA MIREZ

AS SHOWN

AS SHOWN

LIBERTY ST

C O

U R

T

ST

C H

EM

EK

ET

A

ST

ST

AT

E

ST

COMMERCIAL ST

FE

R

R Y

ST

0 60 120

SURVEY NOTES

1. BASIS OF BEARINGS AND COORDINATE SYSTEM IS BASED ON OREGON STATE PLANE NORTH ZONE

3601, NAD83(2011), EPOCH 2010.00. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. ELEVATIONS WERE ESTABLISHED FROM CITY OF SALEM BENCHMARK "1016R". MARK IS A 3" BRASS

DISK AT THE NORTHWEST CORNER OF STATE STREET AND COMMERCIAL STREET.

ELEVATION = 158.81' (NGVD29, CITY OF SALEM DATUM)

3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED VISIBLE EVIDENCE OF ABOVE

GROUND APPURTENANCES ALONG WITH SURFACE UTILITY MARKINGS BY OTHERS. ALL

UNDERGROUND UTILITIES SHOWN WERE MARKED ON THE SURFACE BY AN "OREGON ONE-CALL

NOTIFICATION CENTER" REQUEST. SURVEYOR MAKES NO GUARANTEE AS TO THE ACCURACY OF

SAID MARKINGS, HOWEVER, THEY ARE LOCATED AS ACCURATELY AS THEY ARE MARKED ON THE

GROUND.

4. PER ORS 209.150, ANY SURVEY MONUMENT REMOVED, DISTURBED OR DESTROYED SHALL BE

REPLACED BY A PROFESSIONAL LAND SURVEYOR WITHIN 90 DAYS AT THE EXPENSE OF THE PERSON

OR PUBLIC AGENCY RESPONSIBLE FOR SAID REMOVAL, DISTURBANCE OR DESTRUCTION.

5. SPOT GRADE ELEVATIONS ARE NOT SHOWN ON THIS MAP FOR CLARITY PURPOSES. SEE CAD

DRAWING FOR SAID ELEVATIONS.

6. FIELD SURVEYED MARCH & APRIL, 2024.

HORIZONTAL DATUM:

NAD83(2011)

OREGON STATE PLANE NORTH ZONE 3601

EPOCH (2010)

VERTICAL DATUM:

NGVD 1929(47)

124 122 112

106 107

108 121

101 103 104

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P M

EROSION

CONTROL NOTES

& LEGEND

EC-01

MRN

PPR

AS SHOWN

AS SHOWN

SAW

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

EROSION CONTROL LEGEND

DESIGN STANDARDS NOTES

(a) Pre-Construction

(1) Prior to any land disturbing activities, the boundaries of the clearing and grading limits, vegetated buffers, and any sensitive areas shown on this plan shall be clearly delineated in the field. Unless otherwise approved, no disturbance is permitted beyond the clearing limits. The contractor must maintain the delineation for the duration of the project. Note: vegetated corridors to be delineated with orange construction fence or approved equal.

(2) BMPS that must be installed prior to land disturbing activities are construction entrance, perimeter sediment control, and inlet protection.

(3) Hold a preconstruction conference to review the EPSC and with the city’s project manager and inspector.

(b) Construction

(4) All sediment is required to stay on site. Sediment amounts greater than ½ cubic foot which leave the site must be cleaned up within 24 hours and placed back on the site and stabilized or properly disposed. Vacuuming or dry sweeping must be used to clean up released sediment and it must not be swept or washed into storm sewers, drainage ways, or water bodies. The cause of the sediment release must be found and prevented from causing a recurrence of the discharge within the same 24 hours. Any in-stream clean up of sediment shall be performed according to the DSL required time frame.

(2) Construction, maintenance, replacement, and upgrading of erosion prevention and sediment control facilities is the sole responsibility of the contractor until all construction is completed,approved, and permanent erosion control (i.e., vegetation/landscaping) is established on all disturbed areas.

(3) All recommended erosion prevention and sediment control procedures are dependent on construction methods, staging, site conditions, weather, and scheduling. During the construction period, erosion control facilities shall be revised, upgraded, replaced, or added, to comply with SRC and State and Federal regulatory requirements.

(4) The contractor is solely responsible for protection of all adjacent property and downstream facilities from erosion and siltation during project construction. Any damage resulting from such erosion and siltation shall be corrected at the sole expense of the contractor.

(5) When saturated soil is present, water-tight trucks must be used to transport saturated soils from the construction site. Soil may be drained on site at a designated location, using appropriate BMPs. Soil must be drained sufficiently to drip less than one gallon per hour prior to leaving the site.

(6) All materials spilled, dropped, or washed into storm drains must be removed immediately, and the contractor shall provide protection of downstream inlets and catch basins to ensure sediment-laden water does not enter the storm drain system.

(7) All discharge of sediment-laden water must be treated with an appropriate bmp to remove sediment from discharge waters and to comply with SRC and State and Federal regulatory permits.

(8) In areas subject to wind erosion, appropriate BMPs must be used which may include the application of fine water spraying, plastic sheeting, mulching, or other approved measures.

(9) The EPSC measures and BMPs shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed to maintain compliance with all regulations.

(10) The contractor shall provide onsite water or other appropriate BMPs to prevent dust and wind erosion of fine grain soils.

(11) Disturbed areas must be stabilized after 14 days of inactivity, or immediately if rain is forecasted.

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

(12) During the wet weather work period or when rain is forecasted, all active and inactive soil stock piles must be covered with appropriate plastic sheeting. Plastic sheeting must cover the entire stock pile and be sufficiently anchored.

(c) Pollutants, Solid Waste and Hazardous Materials Management

(1) Any use of toxic or other hazardous materials must include proper storage, application, and disposal.

(2) The contractor is solely responsible to properly manage pollutants, hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or generated during construction to prevent leakage, spills or release of pollutants to the environment and surface waters.

(3) Contractor shall develop a project specific written spill prevention and response procedures that includes employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, signage, material use, and use of covered storage areas for waste and supplies. The plan shall comply with SRC and Federal and State requirements, and shall be available on site at all times.

(d) Wet Weather Period (October 15 through April 30)

(1) Construction activities must avoid or minimize the duration of disturbed areas.

(2) Temporary stabilization of the site including covering of bare soils with approved BMPs, must be installed at the end of the shift before a holiday or weekend, or at the end of each workday if rainfall is forecast in the next 24 hours.

(3) Temporary stabilization or covering of soil stockpiles and protection of stockpiles located away from construction activity must occur at the end of each workday.

(e) Maintenance

(1) Erosion control measures shall be maintained in such a manner as to ensure that erosion is prevented and sediment-laden water does not enter a drainage system, roadway, or violate applicable water quality standards.

(2) Sediment shall not be washed or swept into storm sewers, drainage ways, or water bodies.

(3) Sediment must be removed from behind all sediment control measures when it has reached a height of 1/3 the barrier height, and prior to the control measures removal.

(4) Removal of trapped sediment in a sediment basin or sediment trap or catch basins must occur when the sediment retention capacity has been reduced by 50 percent; is not functioning properly and/or at the completion of project.

(5) Cleaning of all structures, inlet protection BMPs, and sump pumps must be completed regularly and as required to ensure structures and inlets function properly and flow freely.

(6) Construction site exits shall be maintained in a condition that will prevent tracking or flow of mud onto the row or approved access point. The entrance may require periodic top dressing as conditions demand, and repair and/or cleanout of any structures used to trap sediment. Wheel washing shall be required to prevent sediment and material tracking on road surfaces if passive BMPs are not effective.

(f) Inspection

(1) The EPSC must be kept onsite at all times. All measures shown on the plan must be installed properly to ensure compliance with SRC and State and Regulatory permits, and that sediment does not enter a surface water system, roadway, or other properties.

(2) Written EPSC inspection logs shall be maintained onsite and available to city inspectors upon request.

(3) All BMPs shall be inspected at least every week. When a rainfall event exceeds ½" in a 24-hour period, daily inspection of the erosion controls, sediment controls, and discharge outfalls must be conducted and documented. Inspections shall be done by a representative of the permit registrant who is knowledgeable and experienced in the principles, practices, installation, and maintenance of erosion and sediment controls.

(g) Inactive Construction Periods and Post-Construction

(1) Should work cease in any area for 14 days, the inactive area must be stabilized with appropriate soil stabilization BMPs. If all construction activity ceases the entire site must be temporarily stabilized using vegetation, heavy mulch layer, temporary seeding, or other method.

(2) All temporary erosion prevention and sediment control facilities shall be removed by the contractor within 30 days after permanent landscaping/vegetation is established and the threat of erosion and sediment transport has been mitigated.

(3) Temporary grass cover measures must be fully established by October 15 or other cover measures (i.e., erosion control blankets with anchors, one-inch of straw mulch, six mil HDPE plastic sheet, etc.) shall be in place over all disturbed soil areas until April 30. To establish an adequate grass stand for controlling erosion by October 15, it is recommended that seeding and mulching occur by September 1.

(4) Permanent erosion control vegetation on all embankments and disturbed areas shall be re-established as soon as construction is completed.

(h) Specifications

(1) Soil preparation.Topsoil should be prepared according to the landscape plans, if available, or recommendations of the grass seed supplier. Slopes shall be textured before seeding by track 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 26-3-16 slow release type fertilizer. Disturbed areas within 50 feet of water bodies and wetlands must use a 26-0-16 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.

FLOW ARROW EXISTING CONDITIONS PRIOR TO CONSTRUCTION

SILT SACK, REQUIRED ON ALL INLETS RECEIVING FLOW FROM THE PROJECT INCLUDING

EXISTING INLETS TO BE REMOVED AND NEW INLETS ONCE INSTALLED.

TREE PROTECTION FENCE

EROSION CONTROL WORK LIMITS

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

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

OREGON

EXPIRES: 12/31/2026

85994PEREG

ISTERED PROFESSIONALENGINEER

JUL. 10 , 2018

PR ISC IL IA NO PERA LT A - RA MIREZ

AS SHOWN

AS SHOWN

VAULTS

GENERAL

STRUCTURAL

NOTES

SV-01

AS SHOWN

AS SHOWN

STATEMENT OF SPECIAL INSPECTIONS:

1. THE INSPECTION REQUIREMENTS AS NOTED ON THIS SHEET ARE REQUIRED FOR THE ITEMS THAT ARE SPECIFICALLY NOTED, DESIGNED AND DETAILED IN THE STRUCTURAL DOCUMENTS. REFER TO THE 2019 EDITION, OSSC, CHAPTER 17, THE ARCHITECTURAL DRAWINGS, AND THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION AND ADDITIONAL INSPECTION REQUIREMENTS FOR NON-STRUCTURAL

ITEMS.

2. THE PROJECT CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW. THE SPECIAL

INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE

SATISFACTION OF THE BUILDING OFFICIAL AND/ OR EOR, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THESE INSPECTIONS ARE IN

ADDITION TO THE INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT OF THE LOCAL

JURISDICTION.

3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE EOR IN RESPONSIBLE

CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE WITH

APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE EOR IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT

AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK.

4. THE CONTRACTOR SHALL:

A. COORDINATE TESTING. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL INSPECTIONS AND

TESTING HAS BEEN APPROVED.

B. COPY INSPECTION REPORT/ TESTING RESULTS TO THE ARCH / EOR AND THE OWNER BEFORE WORK

PROCEEDS.

C. CORRECT DEFICIENT WORK AT NO ADDITIONAL COST TO THE OWNER.

5. STRUCTURAL OBSERVATIONS ARE NOT REQUIRED FOR THIS PROJECT. CONTRACTOR TO NOTIFY EOR

AT THE FOLLOWING CONSTRUCTION PHASES:

5.1. CONCRETE

5.1.1. FOOTINGS, STEM WALLS, AND PIERS - PRIOR TO PLACING CONCRETE

MASONRY INSPECTION AS CONSTRUCTION BEGINS (TABLE 1.19.2, TMS-402)

PROPORTIONS OF SITE-PREPARED

MORTAR - X

VERIFY THAT MORTAR IS OF THE TYPE AND COLOR

SPECIFIED ON THE CONSTRUCTION DOCUMENTS, THAT IT

CONFORMS TO ASTM C270, AND THAT IT IS MIXED IN

ACCORDANCE WITH ARTICLE 2.6 A OF TMS-602

CONSTRUCTION OF MORTAR JOINTS - X VERIFY THAT MORTAR JOINTS COMPLY WITH ARTICLE 3.3 B

OF TMS 602

GRADE AND SIZE OF PRESTRESSING

TENDONS AND ANCHORAGE - X

VERIFY THAT PRESTRESSING TENDONS COMPLY WITH

ARTICLE 2.4 B OF TMS-602 AND THAT ANCHORAGES,

COUPLERS, AND END BLOCKS COMPLY WITH ARTICLE 2.4 H

LOCATION OF REINFORCEMENT

CONNECTORS, AND PRESTRESSING

TENDONS AND ANCHORAGES

- X

VERIFY THAT REINFORCEMENT IS PLACED IN ACCORDANCE

WITH ARTICLE 3.4 OF TMS-602 PRESTRESSING TENDONS

SHALL BE PLACED PER ARTICLE 3.6 A

PRESTRESSING TECHNIQUE - X VERIFY THAT PRESTRESSING TECHNIQUE COMPLIES WITH

ARTICLE 3.6 B OF TMS-602

PROPERTIES OF THIN-BED MORTAR FOR

ACC MASONRY - X VERIFY THAT MORTAR COMPLIES WITH ARTICLE 2.1 C OF

TMS-602

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

CONCRETE CONSTRUCTION (OSSC 1705.3 AND 1705.12.1)

REINFORCING STEEL - X

VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING

IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE

OF OIL, DIRT AND RUST; THAT IT IS LOCATED AND SPACED

PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS AND

SUPPLEMENTAL REINFORCEMENT ARE PLACED

CORRECTLY; THAT LAP LENGTHS, STAGGER AND OFFSETS

ARE PROVIDED; AND THAT ALL MECHANICAL CONNECTIONS

ARE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS

AND/OR EVALUATION REPORT

USE OF REQUIRED MIX DESIGN - X

VERIFY THAT ALL MIXES USED COMPLY WITH THE

APPROVED CONSTRUCTION DOCUMENTS; ACI 318, CH. 4,

5.2-5.4 AND OSSC 1904.3,1913.2 AND 1913.3

CONCRETE PLACEMENT X - -

CONCRETE SAMPLING FOR STRENGTH

TESTS, SLUMP, AIR CONTENT AND TEMP X - -

CURING TEMP AND TECHNIQUES - X

VERIFY THAT THE AMBIENT TEMP FOR CONCRETE IS KEPT

AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT, 3 DAYS

FOR HIGH-EARLY CONCRETE. ACCELERATED METHODS MAY

BE USED. THE AMBIENT TEMP FOR SHOTCRETE SHALL BE

>40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR

CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY

MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL

CONCRETE MATERIALS, REINFORCEMENT, FORMS, FILLERS,

AND GROUND SHALL BE FREE FROM FROST. IN HOT

WEATHER CONDITIONS ENSURE THAT APPROPRIATE

MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE

CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO

IS NOT EXCEEDED.

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

MASONRY PRIOR TO CONSTRUCTION (OSSC TABLE 1705.4, ARTICLE 1.15, TMS-602)

REVIEW MATERIAL CERTIFICATES, MIX

DESIGNS, TEST RESULTS AND

CONSTRUCTION PROCEDURES

- X

VERIFY THAT MATERIALS CONFORM TO THE REQUIREMENTS

OF THE APPROVED CONSTRUCTION DOCUMENTS. MIX

DESIGN, TEST RESULTS, MATERIAL CERTIFICATES, AND

CONSTRUCTION PROCEDURES SHOULD BE SUBMITTED FOR

REVIEW. MORTAR MIX DESIGNS SHALL CONFORM TO ASTM

C270 WHILE GROUT SHALL CONFORM TO ASTM C476.

MATERIAL CERTIFICATES SHALL BE PROVIDED FOR THE

FOLLOWING: REINFORCEMENT; ANCHORS, TIES,

FASTENERS, AND METAL ACCESSORIES; MASONRY UNITS;

MORTAR AND GROUT MATERIALS. CONSTRUCTION

PROCEDURES FOR COLD-WEATHER OR HOT WEATHER

CONSTRUCTION SHALL BE REVIEWED

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

MASONRY INSPECTION PRIOR TO GROUTING (TABLE 1.19.2, TMS-402)

GROUT SPACE - X

VERIFY THAT GROUT SPACE IS FREE OF MORTAR

DROPPINGS, DEBRIS, LOOSE AGGREGATE, AND OTHER

DELETERIOUS MATERIALS AND THE CLEANOUTS ARE

PROVIDED PER ARTICLE 3.2 D AND 3.2 F OF TMS-602

GRADE, TYPE, AND SIZE OF

REINFORCEMENT AND ANCHOR BOLTS,

AND PRESTRESSING TENDONS AND

ANCHORAGES

- X

VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT,

WALL TIES, ANCHOR BOLTS AND VENEER ANCHORS COMPLY

WITH THE APPROVED CONSTRUCTION DOCUMENTS AND

SECTION 1.6 OF TMS 402

PLACEMENT OF REINFORCEMENT,

CONNECTORS, AND PRESTRESSING

TENDONS AND ANCHORAGES

- X

VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT,

WALL TIES, ANCHOR BOLTS AND VENEER ANCHORS ARE

INSTALLED IN ACCORDANCE WITH THE APPROVED

CONSTRUCTION DOCUMENTS AND ARTICLES 3.2 E, 3.4 AND

3.6 A OF TMS 602

PROPORTIONS OF SITE-PREPARED

GROUT AND PRESTRESSING GROUT FOR

BONDED TENDONS

- X

VERIFY THAT GROUT IS PROPORTIONED PER ASTM C476 AND

HAS A SLUMP BETWEEN 8-11 INCHES. SELF-CONSOLIDATING

GROUT SHALL BE PROPORTIONED ONSITE.

CONSTRUCTION OF MORTAR JOINTS - X VERIFY THAT MORTAR JOINTS ARE PLACED IN ACCORDANCE

WITH ARTICLE 3.3 B OF TMS 602

MASONRY INSPECTION PRIOR TO GROUTING (TABLE 1.19.2, TMS-402)

SIZE AND LOCATION OF STRUCTURAL

ELEMENTS - X

VERIFY THE LOCATIONS OF STRUCTURAL ELEMENTS WITH

RESPECT TO THE APPROVED PLANS AND CONFIRM THAT

TOLERANCES MEET THE REQUIREMENTS OF ARTICLE 3.3 F

OF TMS 602

TYPE, SIZE, AND LOCATION OF ANCHORS,

INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAMES, OR

OTHER CONSTRUCTION

- X

VERIFY THAT CORRECT ANCHORAGES AND CONNECTIONS

ARE PROVIDED PER THE APPROVED PLANS AND SECTIONS

1.16.4.3 AND 1.17.1 OF TMS 402.

WELDING OF REINFORCEMENT X -

PREPARATION, CONSTRUCTION, AND

PROTECTION OF MASONRY DURING COLD

WEATHER (<40°) OR HOT WEATHER (>90°F)

- X

VERIFY THAT COLD-WEATHER AND HOT-WEATHER

CONSTRUCTION IS PERFORMED IN ACCORDANCE WITH

ARTICLE 1.8 C AND 1.8 D OF TMS 602, RESPECTIVELY.

APPLICATION AND MEASUREMENT OF

PRESTRESSING FORCE X - -

PLACEMENT OF GROUT AND

PRESTRESSING GROUT FOR BONDED

TENDONS IS IN COMPLIANCE

X - -

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

PLACEMENT OF AAC MASONRY UNITS

AND CONSTRUCTION OF THIN-BED

MORTAR JOINTS

- X VERIFY THAT MORTAR IS PLACED IN ACCORDANCE WITH

ARTICLE 3.3 B.8 OF TMS 602

OBSERVATION OF GROUT SPECIMENS,

MORTAR SPECIMENS, AND/OR PRISMS - X CONFIRM THAT SPECIMENS/PRISMS ARE PERFORMED AS

REQUIRED BY ARTICLE 1.4 OF TMS 602

VERIFICATION OF f'm AND f'AAC - X

DETERMINE THE COMPRESSIVE STRENGTH FOR EACH

WYTHE BY THE "UNIT STRENGTH METHOD" OR BY THE

"PRISM TEST METHOD" AS SPECIFIED IN ARTICLE 1.4 B OF

TMS 602 PRIOR TO CONSTRUCTION.

VERIFICATION OF PROPORTIONS OF

MATERIALS IN PREMIXED OR

PRE-BLENDED MORTAR AND GROUT

- X VERIFY THAT PROPORTIONS FOR MORTAR MEET ASTM C270

AND PROPORTIONS FOR GROUT MEET ASTM C476.

ITEM FOR VERIFICATION AND

INSPECTION

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

COMMENTS

MASONRY MINIMUM TESTING

VERIFICATION OF SLUMP FLOW AND

VISUAL STABILITY INDEX (VSI) FOR

SELF-CONSOLIDATING GROUT

- X

COMPRESSIVE STRENGTH TESTS SHOULD BE PERFORMED

IN ACCORDANCE WITH ASTM C1019 FOR SLUMP FLOW AND

ASTM C1611 FOR VSI

OREGON

EXPIRES: 06-30-2025

83080PERE

GIS

TERED PROFESSIONALENGINEER

SEPT . 8 , 2009

DA V ID ROBERT K INZER

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

2024A SALEM

DOWNTOWN

STREETSCAPE

PHASE 5

SHEET PREPARED BY:

245 Commercial St. SE, Suite 210 Salem, Oregon 97301

(503) 364-2002

PN:682115-1

NGVD29(COS)

NAD83-SPCS

AS SHOWN

AS SHOWN

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GENERAL

STRUCTURAL

NOTES

SV-02

MRN

AE

AS SHOWN

AS SHOWN

DK

GENERAL

1. SCOPE

A. THE GENERAL NOTES AND STANDARD DETAILS APPLY TO THE

ENTIRE PROJECT, UNO.

2. THE GENERAL CONTRACTOR SHALL COORDINATE:

A. INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS AS WORK

PROCEEDS. NOTIFY THE EOR 48 HOURS PRIOR TO ANY REQUIRED

STRUCTURAL OBSERVATIONS.

3. CONSTRUCTION SEQUENCE, SHORING AND BRACING REQUIREMENTS:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD,

MEANS AND SEQUENCE OF STRUCTURAL ERECTION, UNLESS NOTED

OTHERWISE (UNO). HE SHALL PROVIDE ADEQUATE TEMPORARY

SHORING OR BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE

ENTIRE STRUCTURAL SYSTEM IS COMPLETED. DESIGN OF SHORING

AND BRACING IS BY OTHERS AT NO ADDITIONAL COST TO THE

OWNER.

4. OMISSIONS, CONFLICTS AND DISCREPANCIES:

A. RESOLVE OMISSIONS, CONFLICTS AND DISCREPANCIES BETWEEN

THE ELEMENTS OF THE CONTRACT DOCUMENTS BEFORE

PROCEEDING WITH WORK INVOLVED.

BASIS OF DESIGN

1. BUILDING CODE: 2019 OSSC

2. BUILDING RISK CATEGORY: II

3. SEISMIC DESIGN

A. ANALYSIS PROCEDURE: MONONOBE-OKABE PROCEDURE

B. IMPORTANCE FACTOR: Ie 1.00

C. MAPPED SPECTRAL RESPONSE ACCELERATION:

Ss & S1: 0.828g & 0.416g

D. SITE CLASS: D (DEFAULT)

E. SPECTRAL RESPONSE COEFFICIENT:

Sds: 0.663g

F. SEISMIC DESIGN CATEGORY: D

G.DESIGN ACCELERATION FACTOR: KH 0.265

H. DESIGN BASE SHEAR: 0.844 K/FT

4. SOILS

A. SOIL REPORT: NONE

B. SOIL BEARING PRESSURE: 1500 PSF (DEFAULT)

C. MINIMUM FROST COVER: 12 INCHES

D. LATERAL EARTH PRESSURE METHOD: E.F.P.

D.A. ACTIVE PRESSURE: 35 PSF/FT (ASSUMED)

D.B. PASSIVE PRESSURE: 250 PSF/FT (ASSUMED)

D.C. HEEL SURCHARGE: 200 PSF

REINFORCING STEEL

1. REINFORCING STEEL SHALL COMPLY WITH THE FOLLOWING:

A. CRSI "MANUAL OF STANDARD PRACTICE".

B. ACI "DETAILING MANUAL", ACI 315 (OR SP-66).

C. ACI 318 “BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE”

D. ASTM A615, GRADE 60 FOR NEW STOCK DEFORMED REBAR AND

ASTM A706, GRADE 60 DEFORMED WELDABLE REBAR

2. SUBMITTALS

A. SUBMIT SHOP DRAWINGS TO THE EOR FOR REVIEW. DRAWINGS

SHOULD INCLUDE FABRICATIONS, BENDING, PLACEMENT PLANES

AND ELEVATIONS, BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR

SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS, BAR

ARRANGEMENT, SPLICES AND LAPS, MECHANICAL CONNECTIONS,

TIE SPACING, HOOP SPACING, AND SUPPORTS FOR CONCRETE

REINFORCEMENT

B. REQUESTS FOR ALTERATIONS OR LAP SPLICES MADE AT LOCATIONS

OTHER THAN THOSE SPECIFICALLY INDICATED ON THE DRAWINGS

MUST BE SUBMITTED TO THE EOR FOR APPROVAL PRIOR TO

CONSTRUCTION OF COMPONENT WHERE MATERIAL WILL BE USED.

C. INSPECTION: ALL REINFORCING BARS SHALL BE MARKED SO THEIR

IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE

INSPECTION OCCURS.

3. CONSTRUCTION/OTHER:

A. DETAIL, BOLSTER, AND SUPPORT ALL REBAR. TIE BARS SECURELY

WITH PROPER CLEARANCES BEFORE PLACING CONCRETE.

B. USE REBAR FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT,

AND OTHER MATERIALS WHICH AFFECT OR IMPAIR BOND.

C. PLACE REBAR CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS,

FOOTINGS, ETC.

D. MINIMUM LAP SPLICES (INCHES): (MINIMUM LAP 24")

#3 #4 #5 #6 #7 #8 #9 #10 #11

CONCRETE: 24" 24" 24" 33" 53" 66" 80" 96" 113"

E. MAKE COLD BENDS. DO NOT USE HEAT. BENDS IN THE

FABRICATOR'S SHOP, UNO. DO NOT UNBEND OR REBEND A

PREVIOUSLY BENT BAR.

F. MINIMUM CONCRETE COVER: (SECURELY POSITION AND ANCHOR

REBAR PRIOR TO POUR)

a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

b. EXPOSED TO EARTH OR WEATHER:

b.1. #6 AND LARGER 2" b.2. #5 AND SMALLER 1-1/2"

c. NOT EXPOSED TO EARTH OR WEATHER:

c.1. SLABS, WALLS AND JOIST, #11 & SMALLER 3/4" c.2. BEAMS, COLUMNS: MAIN REINFORCING OR TIES 1-1/2"

d. SLABS-ON-GRADE (SOG) CENTER OF SLAB, UNLESS NOTED

OTHERWISE (UNO)

CONCRETE

1. CODES AND STANDARDS. COMPLY WITH THE FOLLOWING CODES:

A. ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS".

B. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE".

C. ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK".

2. MATERIALS SHALL CONFORM TO THE FOLLOWING:

A. CEMENT; ASTM C150, TYPE II, PORTLAND CEMENT.

B. HARD ROCK AGGREGATES: ASTM C33

LIGHTWEIGHT AGGREGATES: ASTM C330

C. WATER SHALL BE POTABLE.

D. AIR ENTRAINMENT: ASTM C260

E. FLY ASH: ASTM C618

F. CALCIUM CHLORIDE SHALL NOT BE USED.

3. MIX DESIGNS:

A. SUBMIT MIX DESIGNS TO THE EOR FOR REVIEW. ALL MIX DESIGNS

SHALL BE VERIFIED BY A QUALIFIED TESTING LABORATORY AND SEALED

BY A CIVIL ENGINEER LICENSED IN THE APPROPRIATE STATE.

B. PLACE ONLY ONE TYPE OF CONCRETE AT ANY GIVEN TIME.

C. THE MAXIMUM SLUMP SHALL BE 4" W/O PLASTICIZER ADDED.

D. USE PEA GRAVEL AND/OR PLASTICIZER IN CONGESTED AREAS.

E. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENT.

F. CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING:

TYPE OF 28 DAY MAX. MAX. MAX. AIR MIN.

CONCRETE STRGTH W/C DRY AGG. CEMENT

MEMBER WEIGHT SIZE PER YD.

(PSI) (RATIO) (PCF) (INCHES) (%) (LBS)

FOOTINGS: 4000 0.42 150 3/4 4.5 ±1 517

G. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF

MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE

PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO

PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT

SEGREGATION OR EXCESS FREE SURFACE WATER. ALL CONCRETE

SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN

ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.

H. W/C RATIO SHALL BE BASED ON TOTAL WEIGHT OF CEMENTITIOUS

MATERIALS. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT

PROJECT SITE, OR DURING PLACEMENT.

4. CONSTRUCTION:

A. MECHANICALLY VIBRATE CONCRETE DURING PLACEMENT.

B. PRIOR TO PLACING CONCRETE, CHECK WITH TRADES TO INSURE

PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS,

CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. PLACE ANCHOR

BOLTS AND DOWELS PRIOR TO CASTING CONCRETE, UNLESS NOTED

OTHERWISE (UNO).

C. FORM CONSTRUCTION JOINTS AND BULKHEADS WITH A KEY WAY.

INTENTIONALLY ROUGHEN CONTACT SURFACES (NEW OR EXISTING) AT

CONSTRUCTION JOINTS PRIOR TO CASTING ADJACENT POURS, UNLESS

NOTED OTHERWISE (UNO).

MASONRY

1. CODES AND STANDARDS:

A. COMPLY WITH TMS 402/602, "BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES".

2. GENERAL

A. SOLID GROUT ALL CELLS W/ REINF AND/OR EMBEDS, TYP.

B. PROVIDE MIN COVER FOR REINF.

C. LAP LENGTHS ARE REQUIRED IN ALL COLUMNS, WALLS, AND BEAMS.

D. MECHANICALLY SPLICE BARS GREATER THAN #9.

3. WALLS

A. USE RUNNING BOND. BUILD CORNERS AND INTERSECTIONS AS AN

INTEGRAL UNIT.

B. DOWEL VERTICAL REINFORCING TO THE STRUCTURE BELOW AND

ABOVE WITH THE SAME SIZE BAR AND SPACING, UNO.

C. PLACE VERTICAL REINFORCING AT THE CENTERLINE OF THE WALL

UNLESS EACH FACE (EF) IS SPECIFIED, UNO.

D. PROVIDE VERTICAL REINFORCING IN GROUTED CELLS AT CORNERS

AND INTERSECTIONS.

E. TERMINATE HORIZONTAL REINFORCING AT WALL ENDS OR OPENINGS

WITH STANDARD HOOKS OR CORNER TYPE BARS. PROVIDE CORNER

BARS OF THE SAME SIZE BAR AND SPACING AS THE HORIZONTAL

REINFORCING AT CORNERS AND INTERSECTIONS.

F. MAKE HORIZONTAL BARS CONTINUOUS WHERE CONCRETE WALLS,

COLUMNS OR PILASTERS INTERFACE. PROVIDE A KEY BETWEEN THE

MASONRY AND CONCRETE. GROUT KEY SOLID.

G. CONSTRUCT BOND BEAMS AT THE TOP COURSE AND AT FLOOR AND

ROOF DIAPHRAGM INTERFACES.

H. CONSTRUCT PENETRATIONS THRU WALLS AS THEY ARE BEING LAID.

ADD 2 #5 BARS IN THE GROUTED CELLS ON ALL SIDES OF OPENING

WHICH EXCEED 24 INCHES IN EITHER DIRECTION, UNO. EXTEND

VERTICAL EDGE BARS THE FULL HEIGHT OF THE WALL BETWEEN

FLOOR OR ROOF SUPPORT. EXTEND HORIZONTAL EDGE BARS 24

INCHES BEYOND THE OPENING EDGES.

I. DO NOT PLACE CONSTRUCTION OR EXPANSION JOINTS IN BEAMS,

HEADERS, COLUMNS OR SUPPORTS, UNO.

J. REINFORCE MASONRY WALLS AS FOLLOWS, UNO:

a. VERT. REINF. = 1 #5 AT 32" OC.

b. HORIZ. REINF. = 2 #4 AT 40" OC.

K. TOOL MORTAR JOISTS CONCAVE, TYP UNO.

L. REMOVE BACK-TO-BACK FACE SHELLS AT INTERSECTING WALLS. ALT

REMOVE FACE SHELLS, COURSE BY COURSE.

M. ADD LADDER-TYPE JOINT REINF OF (2) #9 WIRES ((3) #9 WIRES W/

VENEER) AT 16" OC HORIZ IN ALL CMU WALLS.

N. CMU SHALL BE NOMINAL 8" HIGH X 16" LONG X WIDTH SHOWN IN PLANS.

POST INSTALLED ADHESIVE ANCHORS

1. ADHESIVE SHALL NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF

ENGINEER UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS.

2. BARS MUST BE DEFORMED OR THREADED FOR THE FULL EMBEDMENT

DEPTH IN ADHESIVE.

3. OVER-DRILL BAR DIAMETER AS INDICATED BY THE ADHESIVE

MANUFACTURER AND TO THE DEPTH INDICATED ON THE STRUCTURAL

DRAWINGS.

4. CLEAN HOLE PER MANUFACTURER REQUIREMENTS.

5. ANY DIRT, RUST, AND OIL ON THE BARS SHALL BE REMOVED.

6. DURING THE ADHESIVE MIXING AND APPLICATION PROCESS, INSTALL IN

STRICT ACCORDANCE WITH ICC REPORT AND THE ADHESIVE

MANUFACTURER'S SPECIFICATIONS EXACTLY.

7. VERTICAL HOLES TO BE FILLED FROM THE BOTTOM ARE TO USE AN

EPOXY GEL.

8. THE FOLLOWING ADHESIVE SYSTEMS ARE ACCEPTABLE FOR USE IN

CRACKED AND SEISMIC CONCRETE APPLICATIONS:

A. SIMPSON SET-XP EPOXY

B. POWERS PURE 110+

C. SIMPSON AT XP (COLD WEATHER)

D. HILTI HIT-RE 500 V3

E. POWERS AC100+GOLD (COLD WEATHER)

9. THREADED ANCHOR RODS SHALL BE TYPE 316 STAINLESS STEEL,

UNLESS NOTED OTHERWISE (UNO).

10.USE OF ANY OTHER ADHESIVE IN A SEISMIC / CRACKED CONCRETE

LOCATION WILL ONLY BE CONSIDERED WITH AN APPROVED THIRD-PARTY

EVALUATION REPORT THAT INCLUDES RECOGNITION OF EARTHQUAKE

RESISTANCE IN ACCORDANCE WITH THE CURRENT OSSC.

G. IN MASONRY, PLACE AND POSITION REBAR ACCORDING TO THE

STRUCTURAL DRAWINGS WHILE LAYING UNITS. SECURE AGAINST

DISPLACEMENT AT INTERVALS NOT TO EXCEED THE FOLLOWING:

a. #4 AND SMALLER 6'-0"

b. #5 AND LARGER 10'-0"

H. DO NOT WELD REINFORCING UNLESS SPECIFICALLY NOTED. USE

E-90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH

AWS REQUIREMENTS.

I. USE EPOXY COATED REINFORCING WHEN SPECIFICALLY NOTED.

INCREASE LAP SPLICE LENGTHS BY A FACTOR OF 1.2.

J. DOWELS: REINFORCING DOWELS BETWEEN FOOTINGS AND WALLS OR

COLUMNS SHALL BE THE SAME NUMBER, SIZE, SPACING AND GRADE AS

THE SPECIFIED VERTICAL REINFORCING, UNLESS NOTED OTHERWISE

(UNO).

K. WIRE FABRIC: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE

FULL MESH AND ONE HALF, WHICHEVER IS GREATER.

L. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE-ANNEALED

IRON WIRE. CONTRACTOR SHALL COORDINATE REINFORCING STEEL

PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN

CONGESTED AREAS, AS NECESSARY.

M. METAL CHAIRS, BOLSTER BAR SUPPORTS, AND SPACERS WHICH TOUCH

FORM WORK SHALL BE PLASTIC-COATED

D. ADD ADDITIONAL REINFORCING TO SIDES OF SUSPENDED FLOOR AND

WALL OPENINGS, EQUIVALENT TO THE BARS CUT BY THE OPENING WITH

HALF TO EACH SIDE OF THE OPENING OR (2) #5 BARS, WHICHEVER IS

GREATER, UNLESS NOTED OTHERWISE (UNO). BARS PARALLEL TO THE

PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. END

BARS IN THE OTHER DIRECTION WITH A STANDARD HOOK. ADD (2) #5 X

5'-0" DIAGONAL BARS AT EVERY CORNER.

E. DO NOT ALLOW PENETRATIONS THROUGH ANY BEAM, JOIST, COLUMN,

PIER, FOOTING, OR JAMB WITHOUT THE EOR'S APPROVAL. OTHERWISE,

RE-ROUT THE PENETRATION.

F. EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4"

CHAMFERS, UNLESS NOTED OTHERWISE (UNO).

G. MAINTAIN CONCRETE ABOVE 50°F AND IN A MOIST CONDITION FOR A

MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE

ACCEPTED BY EOR. FOR STRUCTURAL COMPONENTS THAT ARE USED

PRIOR TO DESIGN STRENGTH, IF AVERAGE TEMPERATURE AT THE SITE

IS BELOW 50°F, (2) ADDITIONAL TESTING CYLINDERS ARE TO BE

PROVIDED AND FIELD CURED.

5. FOOTINGS:

A. BEAR FOOTINGS ON PROPERLY PREPARED MATERIALS.

B. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.

C. CENTER FOOTINGS ON THE WALL OR COLUMN ABOVE, UNLESS NOTED

OTHERWISE (UNO).

D. BEAR EXTERIOR FOOTINGS BELOW THE EFFECTS OF FROST. SEE BASIS

OF DESIGN.

E. PROVIDE 2X4 BEVELED KEY IN CONTINUOUS WALL FOOTINGS.

F. STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL

CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET.

G. PROVIDE CORNER BARS IN CONTINUOUS FOOTINGS AT CORNERS AND

INTERSECTIONS.

H. DO NOT ALLOW PENETRATIONS THROUGH ANY CONCRETE FOOTING.

AT UTILITIES, STEP THE FOOTING DOWN BELOW THE CONFLICT AND

ADD A CONCRETE WALL, PIER OR COLUMN THAT EXTENDS TO THE

FOOTING. CONSULT WITH THE EOR.

I. BACKFILL BEARING SURFACES THAT ARE UNDERMINED DURING

CONSTRUCTION WITH A LEAN CONCRETE MIX (1000 PSI MIN.).

4. BEAMS

A. USE OPEN ENDED UNITS THROUGHOUT CMU BEAM. BACK TO

BACK END SHELLS ARE NOT ALLOWED.

B. TYPICAL HORIZONTAL REINFORCING DETAILING: SPLICE TOP

BARS AT MIDSPAN ONLY. EXTEND TOP BARS A MINIMUM OF 4'-0"

BEYOND THE FACE OF THE OPENING OR TERMINATE WITH A

STANDARD HOOK, UNLESS NOTED OTHERWISE (UNO). SPLICE

BOTTOM BARS AT SUPPORTS ONLY.