1b 721511 OH Final Plans KN 21883.pdf

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PN:721511

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ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

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OREGON

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

CITY OF SALEM PN: 721511

ODOT KN: 21883

FEDERAL AID NO: 6490(133)

LENGTH: 0.2 MILES

Call before you dig.

Know what's below.

ATTENTION:

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GLEN CREEK RD NW

CHAPMAN HILL DR NW

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PROJECT AREA

PROJECT AREA

ORCHARD HEIGHTS RD NW:

SNOWBIRD TO

WESTHAVEN (SALEM)

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UTILITY CONTACTS

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ORCHARD HEIGHTS

RD NW: SNOWBIRD

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8 9

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OREGON

SHEET INDEX

NO. ID. DESCRIPTION

GENERAL

1 G-01 TITLE SHEET

2 G-02 SHEET INDEX

3 G-03 GENERAL CONSTRUCTION NOTES & LEGEND

4 G-04 PAGE LAYOUT SHEET

5 G-05 SURVEY CONTROL SHEET

EPSC

6 EC-01 EPSC NOTES

7 EC-02

ORCHARD HEIGHTS RD NW

EPSC EXISTING CONDITIONS PLAN

LOCATION #1 - RESERVOIR

8 EC-03

ORCHARD HEIGHTS RD NW

EPSC EXISTING CONDITIONS PLAN

LOCATION #2 - GLEN CREEK VILLAGE

9 EC-04

ORCHARD HEIGHTS RD NW

EPSC EXISTING CONDITIONS PLAN

LOCATION #3 - PARKWAY

10 EC-05

ORCHARD HEIGHTS RD NW

EPSC NEW IMPROVEMENTS PLAN

LOCATION #1 - RESERVOIR

11 EC-06

ORCHARD HEIGHTS RD NW

EPSC NEW IMPROVEMENTS PLAN

LOCATION #2 - GLEN CREEK VILLAGE

12 EC-07

ORCHARD HEIGHTS RD NW

EPSC NEW IMPROVEMENTS PLAN

LOCATION #3 - PARKWAY

TEMPORARY TRAFFIC CONTROL

13 TC-01

TEMPORARY TRAFFIC CONTROL

NOTES & SIGNS

14 TC-02

ADVANCED SIGNING

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

15 TC-03

TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

16 TC-04

TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

17 TC-05

ADVANCED SIGNING

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #2 - GLEN CREEK VILLAGE

18 TC-06

WEST SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #2 - GLEN CREEK VILLAGE

19 TC-07

EAST SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #2 - GLEN CREEK VILLAGE

20 TC-08

NORTH SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #3 - PARKWAY

21 TC-09

SOUTH SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY TRAFFIC CONTROL

LOCATION #3 - PARKWAY

STREET SHEETS

22 ST-01

ORCHARD HEIGHTS RD NW

OVERALL SITE PLAN

LOCATION #1 - RESERVOIR

23 ST-02

LOCATION #2 - GLEN CREEK VILLAGE

ORCHARD HEIGHTS RD NW

OVERALL SITE PLAN

LOCATION #3 - PARKWAY

24 ST-03

ORCHARD HEIGHTS RD NW

SIDEWALK PLAN & PROFILE

LOCATION #1 - RESERVOIR

25 ST-04

ORCHARD HEIGHTS RD NW

SIDEWALK PLAN & PROFILE

LOCATION #1 - RESERVOIR

26 ST-05

ORCHARD HEIGHTS RD NW

SIDEWALK PLAN & PROFILE

LOCATION #1 - GLEN CREEK VILLAGE

27 ST-06

ORCHARD HEIGHTS RD NW

OVERALL SITE DETAILS

LOCATION #3 - PARKWAY

28 ST-07

SOUTH SIDE

ORCHARD HEIGHTS RD NW

SIDEWALK PLAN

LOCATION #3 - PARKWAY

SWALE DETAILS

29 SW-01

ORCHARD HEIGHTS RD NW

SWALE #1 PLAN & PROFILE

LOCATION #1 - RESERVOIR

30 SW-02

ORCHARD HEIGHTS RD NW

SWALE #2 PLAN & PROFILE

LOCATION #1 - RESERVOIR

31 D-01

TYPICAL SECTIONS 1-3

ORCHARD HEIGHTS RD NW

CIVIL DETAILS

LOCATION #1- SWALE

32 D-02

TYPICAL SECTIONS 4-6

ORCHARD HEIGHTS RD NW

CIVIL DETAILS

LOCATION #1- SWALE

33 D-03

BEEHIVE

ORCHARD HEIGHTS RD NW

CIVIL DETAILS

LOCATION #1- SWALE

34 D-04

TYPE 3 CB, FENCE, & LANDSCAPE CURB

ORCHARD HEIGHTS RD NW

CIVIL DETAILS

LOCATION #1- SWALE

ADA RAMP DETAILS

35 ADA-01

WEST CORNER

ORCHARD HEIGHTS RD NW

ADA RAMP DETAILS

LOCATION #2 - GLEN CREEK VILLAGE

36 ADA-02

EAST CORNER

ORCHARD HEIGHTS RD NW

ADA RAMP DETAILS

LOCATION #2 - GLEN CREEK VILLAGE

37 ADA-03

NORTH SIDE

ORCHARD HEIGHTS RD NW

ADA RAMP DETAILS

LOCATION #3 - PARKWAY

38 ADA-04

STA H41+22

ORCHARD HEIGHTS RD NW

TIE-IN DETAILS

LOCATION #2 - GLEN CREEK VILLAGE

DRIVEWAYS

39 DW-01

MT. VIEW RESERVOIR

ORCHARD HEIGHTS RD NW

DRIVEWAY DETAILS

STA H19+20 RT

TRAFFIC SIGNAL

40 TS-01

R.R.F.B.

ORCHARD HEIGHTS RD NW

TRAFFIC SIGNAL PLAN

LOCATION #3 - PARKWAY

41 TS-02

R.R.F.B.

ORCHARD HEIGHTS RD NW

TRAFFIC SIGNAL DETAILS

LOCATION #3 - PARKWAY

42 TS-03

R.R.F.B.

ORCHARD HEIGHTS RD NW

TRAFFIC SIGNAL DETAILS

LOCATION #3 - PARKWAY

STRIPING AND SIGNING

43 S-01

NOTES & LEGEND

ORCHARD HEIGHTS RD NW

STRIPING & SIGNING

SIGN KEY & TABLE

44 S-02

ORCHARD HEIGHTS RD NW

STRIPING & SIGNING PLAN

LOCATION #1 - RESERVOIR

45 S-03

ORCHARD HEIGHTS RD NW

STRIPING & SIGNING PLAN

LOCATION #2 - GLEN CREEK VILLAGE

46 S-04

ORCHARD HEIGHTS RD NW

STRIPING & SIGNING PLAN

LOCATION #3 - PARKWAY

LANDSCAPING

47 LA-01

LANDSCAPING

SCHEDULE & NOTES

48 LA-02

ORCHARD HEIGHTS RD NW

LANDSCAPING PLAN

LOCATION #1 - RESERVOIR

49 LA-03

ORCHARD HEIGHTS RD NW

LANDSCAPING PLAN

LOCATION #1 - SWALE

50 LA-04

ORCHARD HEIGHTS RD NW

LANDSCAPING PLAN

LOCATION #1 - SWALE

51 LA-05

ORCHARD HEIGHTS RD NW

LANDSCAPING PLAN

LOCATION #2 - GLEN CREEK VILLAGE

52 LA-06

ORCHARD HEIGHTS RD NW

LANDSCAPING PLAN

LOCATION #3 - PARKWAY

IRRIGATION

53 IR-01

IRRIGATION

NOTES & PLAN

54 IR-02

IRRIGATION

DETAILS

CROSS SECTIONS

55 X-01

STA H14+95 TO H15+42

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

56 X-02

STA H15+57 TO H16+00

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

57 X-03

STA H16+34 TO H16+41

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

58 X-04

STA H16+61 TO H16+73.30

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

59 X-05

STA H17+00 TO H17+25

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

60 X-06

STA H17+67 TO H18+00

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

61 X-07

STA H18+35 TO H18+65

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

62 X-08

STA H19+20 TO H19+40

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #1 - RESERVOIR

63 X-09

STA H39+83.23 TO H41+00

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #2 - GLEN CREEK VILLAGE

64 X-10

STA H41+21.70 TO H42+95

ORCHARD HEIGHTS RD NW

CROSS SECTIONS

LOCATION #2 - GLEN CREEK VILLAGE

JB-2 JB-3 HD

HOLE

SPL

VLT

CNTRL

CAB

SRV

CAB

SIGNAL EQUIPMENT

LIGHTING

JB-2 JB-3 HD

HOLE

SPL

VLT

CNTRL

CAB

SRV

CAB

RRFB

E

RIGHT OF WAY

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

TELEVISION

CURB &

ELECTRICITY

UNDERGROUND

WITH DRIVEWAY

SIDEWALK

10" ST. PIPE

UTILITIES AND TOPOGRAPHIC FEATURES

EXISTING

WATER METER

WATER VALVE

RIGHT OF WAY

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

N.W. NATURAL

TELEPHONE

TELEVISION

CURB &

ELECTRICITY

UNDERGROUND

WITH DRIVEWAY

SIDEWALK

PROPERTY LINE

EDGE OF

PAVEMENT

TO BE INSTALLED

CALLOUTS

8" SS PIPE

6" D.I. W

SAWCUT

SIG

SIGNAL WIRE

WOOD FENCE

CYCLONE FENCE

TEMPORARY

CONSTRUCTION

EASEMENT

TRAFFIC SIGNAL

EASEMENT

SIDEWALK EASEMENT

DAYLIGHT

LANDSCAPING

WORK DONE BY OTHERS

WORK DONE BY CONTRACTOR

WORK DONE BY CITY FORCES

DECIDUOUS

EVERGREEN

DECIDUOUS

EVERGREEN

G-03

GENERAL

CONSTRUCTION

NOTES & LEGEND

PN:721511

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OREGON

GENERAL LEGEND

GENERAL CONSTRUCTION NOTES

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

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

SPECIAL PROVISIONS DEVELOPED FOR THE PROJECT.

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

PROTECT EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION.

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

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

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

OF DEBRIS AND UNUSED MATERIALS.

5. UTILITY COORDINATION:

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

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

NOR THE COMPLETENESS OF SUCH RECORDS.

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

NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010THROUGH OAR 952-001-0090. YOU

MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE

OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).

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

AND PROTECT THEM DURING CONSTRUCTION.

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

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

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

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

TOPOGRAPHIC FEATURES REQUIRING RESTORATION.

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

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

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

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

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ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

8 9

8 97

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OREGON

ST-03

ST-04

ST-05

ST-06

O

RCHARD HEIG

HTS RD NW

LOCATION #2-

GLEN CREEK VILLAGE

LOCATION #1-

RESERVOIR

LOCATION #3-

PARKWAY

COMPLETE WORK

AT LOCATION #3

PRIOR TO STARTING

WORK AT OTHER

LOCATIONS

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SURVEY

CONTROL SHEET

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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HORIZ DATUM:

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HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

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ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

8 9

8 97

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

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OREGON

SURVEY CONTROL POINTS

TEMPORARY SURVEY CONTROL POINTS

PT# NORTHING EASTING ELEVATION DESCRIPTION

1 482159.403 7536969.835 282.47 PK SET

2 482209.919 7537261.394 280.49 PK SET

3 480982.794 7538695.472 182.05 PK SET

4 480585.776 7539348.522 194.99 PK SET

5 480215.220 7540028.079 253.34 PK FD

6 479859.410 7540707.152 244.42 PK FD

LEGEND

TEMPORARY SURVEY CONTROL POINT

FOUND MONUMENT

AC ALUMINUM CAP

IP IRON PIPE

PK SURVEYOR'S NAIL

YPC YELLOW PLASTIC CAP

HORIZONTAL DATUM:

OREGON STATE PLANE COORDINATE SYSTEM ('83) NORTH

ZONE, EPOCH (CURRENT VERSION)

VERTICAL DATUM:

NATIONAL GEODETIC VERTICAL DATUM OF 1929 ('47)

SURVEY MONUMENT PRESERVATION:

1. THE SHOWN SURVEY CONTROL IS NOT ALL INCLUSIVE OF

ALL SURVEY MONUMENTS WITHIN THE WORK AREA. THE

CONTRACTOR IS REQUIRED BY ORS 209.150 TO REPLACE ALL

SURVEY MONUMENTS DISTURBED OR DESTROYED BY

CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OR

PROJECT ENGINEER WITHIN 24 HOURS OF ANY SURVEY

MONUMENT DISTURBED/DESTROYED BY CONSTRUCTION

ACTIVITIES.

EC-01

ORCHARD HEIGHTS RD NW

EPSC NOTES

PN:721511

NAD 83-SPCS

NGVD 1929(47)

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ORCHARD HEIGHTS

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OREGON

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) NOTES

1. THE CONTRACTOR SHALL PROVIDE DAILY MEASURES TO ENSURE

SEDIMENT CONTROL DURING NON-WORK HOURS.

2. THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED ON

PRIVATE INLETS TO ENSURE SEDIMENT CONTROL WITHIN THE WORK AREA.

3. THE PROJECT SITE SHALL HAVE A CONCRETE WASHOUT BASIN AVAILABLE

PER STD. PLAN 917 OR APPROVED EQUAL.

4. ALL TEMPORARY STOCKPILES AND CONCRETE MANAGEMENT FACILITIES

SHALL BE LOCATED A MINIMUM OF 50 FEET FROM ANY DRAINAGE INLET OR

WATERCOURSE.

5. THIS EROSION CONTROL PLAN REPRESENTS MINIMUM EROSION CONTROL

MEASURES. ADDITIONAL COORDINATION AND WORK WITH THE CITY OF SALEM

MAY BE REQUIRED.

GENERAL EPSC NOTES

(a) Pre-Construction

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

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

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

(b) Construction

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

(2) Construction, maintenance, replacement, and upgrading of erosion prevention and sediment control facilities is the sole responsibility of the contractor until all construction is completed, approved, and permanent erosion control

(i.e., vegetation/landscaping) is established on all disturbed areas.

(3) All recommended erosion prevention and sediment control procedures are dependent on construction methods, staging, site conditions, weather, and scheduling.

During the construction period, erosion control facilities shall be revised, upgraded, replaced, or added, to comply with SRC and State and Federal regulatory requirements.

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

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

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

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

Federal regulatory permits.

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

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

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

(11) Disturbed areas must be stabilized after 14 days of inactivity, or immediately if rain is forecasted. See subsection 7A.1(d)-Wet Weather Period.

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

(c) Pollutants, Solid Waste and Hazardous Materials Management

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

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

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

State requirements, and shall be available on site at all times.

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

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

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

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

(e) Maintenance

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

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

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

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

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

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

(f) Inspection

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

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

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

(g) Inactive Construction Periods and Post-Construction

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

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

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

15, it is recommended that seeding and mulching occur by September 1.

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

(h) Specifications

(1) Soil preparation. Topsoil should be prepared according to the landscape plans, if available, or recommendations of the grass seed supplier. Slopes shall be textured before seeding by rack walking (i.e., driving a crawling tractor up and down the slopes to leave a pattern of cleat imprints parallel to slope contours) or other method to provide stable areas for seeds to rest.

(2) Seeding. Erosion control grass seed mix shall be as follows: Dwarf grass mix

(low height, low maintenance) consisting of dwarf perennial ryegrass (80 percent by weight), creeping red fescue (20 percent by weight). Application rate shall be 100 pounds per acre minimum.

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

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

(5) When used, hydromulch shall be applied with grass seed at a rate of 2,000 pounds per acre between April 30 and June 10, or between September 1 and October

1. On slopes steeper than ten percent, hydroseed and mulch shall be applied with a bonding agent (tackifier). Application rate and methodology shall be in accordance with seed supplier recommendations.

(6) When used in lieu of hydromulch, dry, loose, weed-free straw used as mulch shall be applied at a rate of 4,000 pounds per acre (double the hydromulch application requirement). Anchor straw by working in by hand or with equipment (rollers, cleat trackers, etc.). Mulch shall be spread uniformly immediately following seeding.

(7) When conditions are not favorable to germination and establishment of the grass seed, the Contractor shall irrigate the seeded and mulched areas as required to establish the grass cover.

(8) Sediment fences shall be constructed of continuous filter fabric to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum six-inch overlap, and both ends securely fastened to a post.

(9) The standard strength filter fabric shall be fastened securely to stitched loops installed on the upslope side of the posts, and six inches of the fabric shall be extended into the trench. The fabric shall not extend more than 30 inches above the original ground surface. Filter fabric shall not be stapled to existing trees.

(10) Bio-filter bags shall be clean 100 percent wood product waste. Bags shall be 18-inch x 18-inch x 30-inch, weigh approximately 45 pounds, and be contained in a bag made of ½ inch plastic mesh.

(11) Minimum wet weather slope protection. For 3H:1V or steeper slopes use

Bon Terra Type C2 or North American Green Type C125 erosion control blankets. Use a minimum of two inches straw mulch or North American Green Type S150 for slopes flatter than 3H:1V and greater than 6H:1V. Slopes flatter than 6H:1V use one inch straw mulch, hydroseed with hydromulch and tackifier. Slope protection shall be placed on all disturbed areas immediately after completion of each section of construction activity, until the erosion control seeding has been established. As an option during temporary or seasonal work stoppages, a six-mil HDPE plastic sheet may be placed on exposed slopes. The plastic sheet shall be provided with an anchor trench at the top and bottom of the slope, and shall be sandbagged on the slopes as required to prevent damage or displacement by wind.

DESIGN STANDARDS NOTES

EC-02

ORCHARD HEIGHTS RD NW

EPSC EXISTING

CONDITIONS PLAN

LOCATION #1 - RESERVOIR

PN:721511

NAD 83-SPCS

NGVD 1929(47)

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CITY PROPERTY

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LOCATION #1 - RESERVOIR

EROSION CONTROL WORK LIMITS

WL

INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903

OR BIOFILTER BAG OVERLAND FLOW

PER STD. PLAN 904.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

INSTALL CONSTRUCTION ENTRANCE

PER STD. PLAN 901.

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

CONSTRUCTION ACTIVITIES MAY REQUIRE

ADDITIONAL EROSION CONTROL MEASURES.

EC-03

ORCHARD HEIGHTS RD NW

EPSC EXISTING

CONDITIONS PLAN

LOCATION #2 - G.C.V.

PN:721511

NAD 83-SPCS

NGVD 1929(47)

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EROSION CONTROL WORK LIMITS

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INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

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1260-1320

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CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

EC-04

LOCATION #2 - G.C.V.

ORCHARD HEIGHTS RD NW

EPSC EXISTING

CONDITIONS PLAN

LOCATION #3 - PARKWAY

PN:721511

NAD 83-SPCS

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EROSION CONTROL WORK LIMITS

WL

INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

ORCHARD HEIGHTS RD NW

ORCHARD HEIGHTS RD NW

P A

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ORCHARD HEIGHTS PARK

CITY PROPERTY

ORCHARD HEIGHTS PARK

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LOCATION #3 - PARKWAY

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

EC-05

ORCHARD HEIGHTS RD NW

EPSC NEW

IMPROVEMENTS PLAN

LOCATION #1 - RESERVOIR

PN:721511

NAD 83-SPCS

NGVD 1929(47)

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ORCHARD HEIGHTS RD NW

MT. VIEW RESERVOIR

CITY PROPERTY

MT. VIEW RESERVOIR

CITY PROPERTY

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LOCATION #1 - RESERVOIR

EROSION CONTROL WORK LIMITS

WL

INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903

OR BIOFILTER BAG OVERLAND FLOW

PER STD. PLAN 904.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

INSTALL CONSTRUCTION ENTRANCE

PER STD. PLAN 901.

INSTALL EROSION MATTING TYPE 'C'

ALONG SLOPE PER STD. PLAN 906.

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION.

LP

LP

LP

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

EC-06

ORCHARD HEIGHTS RD NW

EPSC NEW

IMPROVEMENTS PLAN

LOCATION #2 - G.C.V.

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

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OREGON

EROSION CONTROL WORK LIMITS

WL

INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

O R

C H

A R

D H

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H T

S R

D N

W

M A

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H L

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S E

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B

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S E

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A

B O

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C H

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S

ORCHARD HEIGHTS RD NW

1260-1320

EX. BRIDGE

M A

T C

H L

I N

E

S

S E

E

S

H E

LOCATION #2 - GLEN CREEK VILLAGE

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

EC-07

LOCATION #2 - G.C.V.

ORCHARD HEIGHTS RD NW

EPSC NEW

IMPROVEMENTS PLAN

LOCATION #3 - PARKWAY

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

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C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

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099675PE

OREGON

EROSION CONTROL WORK LIMITS

WL

INSTALL SEDIMENT FENCE

PER STD. PLAN 902.

INSTALL WATTLES OVERLAND FLOW

PER STD. PLAN 903.

FLOW ARROW

(EXISTING CONDITIONS PRIOR TO

CONSTRUCTION)

NOTE: THIS IS REQUIRED ON ALL

INLETS RECEIVING FLOW FROM THE

PROJECT, INCLUDING EXISTING

INLETS TO BE REMOVED AND NEW

INLETS ONCE INSTALLED.

INSTALL INLET PROTECTION SILT SACK

PER STD. PLAN 913.

EXISTING NEW

INSTALL BIOFILTER BAG CHECK DAM

PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN.

OR

INSTALL WORK ZONE FENCING FOR

TREE PROTECTION PER STD. PLAN 820.

ORCHARD HEIGHTS RD NW

ORCHARD HEIGHTS RD NW

P A

R K

W A

Y

ORCHARD HEIGHTS PARK

CITY PROPERTY

ORCHARD HEIGHTS PARK

CITY PROPERTY

S E

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S

H E

M A

T C

H L

I N

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S

M A

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H L

I N

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S

S E

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B

E L

O W

S E

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A

B O

V E

M A

T C

H L

I N

E

S

LOCATION #2 - GLEN CREEK VILLAGE

LOCATION #3 - PARKWAY

CONTOURS ARE FROM TOPOGRAPHIC

SURVEY ON DECEMBER 2022 AND MAY NOT

REPRESENT EXACT TOPOGRAPHICAL

CONDITIONS PRIOR TO CONSTRUCTION.

THIS EROSION CONTROL PLAN PROVIDES

GUIDANCE FOR PLACEMENT OF

RECOMMENDED MEASURES, CERTAIN

TC-01

TEMPORARY

TRAFFIC CONTROL

NOTES & SIGNS

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

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HORIZ SCALE:

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REVISIONS

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E

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

8 9

8 97

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

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EXPIRES: 06-30-2026

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099675PE

OREGON

TRAFFIC CONTROL NOTES:

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

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

POST-MOUNTED.

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

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

CONFLICTS SUCH AS SIGHT DISTANCE, DRIVEWAYS, LANDSCAPING, UTILITIES, ETC.

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

AT ALL TIMES DURING CONSTRUCTION.

5.) MAINTAIN LOCAL ACCESS AT ALL TIMES.

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

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

REFER TO THE MUTCD AND THE OTTCH.

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

HANDBOOK (OTTCH) FOR DISTANCES BETWEEN SIGNS AND CONES,

UNLESS OTHERWISE NOTED.

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

TRAFFIC CONTROL.

60" x 24"

G20-2

END

CONSTRUCTION

TEMPORARY TRAFFIC CONTROL SIGNS

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

PEDESTRIAN NOTES:

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

ROUTE FOR PEDESTRIAN TRAFFIC AT ALL TIMES DURING CONSTRUCTION.

AT INTERSECTIONS, EACH DIRECTION SHALL HAVE A ROUTE.

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

PUSHBUTTONS AT ALL TIMES DURING CONSTRUCTION.

3.) A SIDEWALK CLOSURE REQUIRES ADVANCE SIGNING.

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

OF A CLOSED SIDEWALK.

R9-11

24" x 12"

R9-11

24" x 12"

R9-9

24" x 12"

SIDEWALK

CLOSED

18C 18D18A

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

18E

SIDEWALK

CLOSED AHEAD

24" x 12"

23 ON

ROADWAY

36" x 36"

CW11-1

W20-5

36" x 36"

W4-2

36" x 36"

W20-5

36" x 36"

W4-2

36" x 36"

2R 2L 3R

3L 16R

15R

W20-1

36" x 36"

R3-5

30" x 36"

R4-7A

24" x 30"

CUSTOM

15L

R4-7A

24" x 30"

M4-9B

30" x 24"

M4-9B

30" x 24"

41R 41L q q

17L

TYPE W1

36" x 36"

FINES

DOUBLE

W1-4

30" x 30"

18F

OR22-7

24" x 12"

CROSSWALK

CLOSED

36"x36" W11-2

FLUORESCENT

YELLOW-GREEN

W

IN

G C

T N W

S

N

O

W

B

I

S N

O W

B I R

D

S

T

N

W

BAR

LO

W

AV N

W

CHUKAR CT NW

S C

H O

O L H

O U

N

W

L

I N

W

O

O

R

C

H

A

I

G

H

TC-02

ADVANCED SIGNING

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

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REVISIONS

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GENERAL NOTES

A

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G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

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099675PE

OREGON

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

LOCATION #1 - RESERVOIR

MT. VIEW RESERVOIR

CITY PROPERTY

ORCHARD HEIGHTS RD NW

TC-03

TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

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SHEET OF

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HORIZ DATUM:

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HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

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REVISIONS

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GENERAL NOTES

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G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

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099675PE

OREGON

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

PEDESTRIAN "ACTIVE"

PEDESTRIAN/STREET ''END OF SHIFT''

LOCATION #1 - RESERVOIR

MT. VIEW RESERVOIR

CITY PROPERTY

MT. VIEW RESERVOIR

CITY PROPERTY

ORCHARD HEIGHTS RD NW

S

N

O

W

B

I

S N

O W

B I R

D

D

R

N

W

41L18E

18A

18A

41R

18E q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q qqq

41L

S C

H O

O L H

O U

N

W

D

D

D

D

ORCHARD HEIGHTS RD NW

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

TC-04

TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #1 - RESERVOIR

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

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HORIZ DATUM:

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DESIGN:

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REVISIONS

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G

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GENERAL NOTES

A

M

G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

R

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099675PE

OREGON

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

STREET- ''ACTIVE WORK''

LOCATION #1 - RESERVOIR

MT. VIEW RESERVOIR

CITY PROPERTY

O R

C H

A R

D H

E

IG

H T

S R

D N

W

S N

O W

B I R

D

D

R

N

W

S C

H O

O L H

O U

N

W

17L

D

D D

D

15L

B

BELOW

A

BELOW

ORCHARD HEIGHTS NW - SECTION A-A

28" TUBULAR MARKERPEDESTRIAN CHANNELIZING DEVICE 28" TUBULAR MARKER

NEW CURB & GUTTER

NEW PAVEMENT

ORCHARD HEIGHTS NW - SECTION B-B

NEW CURB & GUTTER

NEW PAVEMENT

28" TUBULAR MARKER28" TUBULAR MARKER

B

U

S

TC-05

ADVANCED SIGNING

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #2 - G.C.V.

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

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HORIZ DATUM:

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HORIZ SCALE:

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DESIGN:

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CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

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GENERAL NOTES

A

M

G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

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099675PE

OREGON

W

E

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

LOCATION #2 - GLEN CREEK VILLAGE

ORCHARD HEIGHTS RD NW

C

H

A

P

M

P A

R K

W A

Y

D

R

N

W

TI

1260-1320

ORCHARD HEIGHTS PARK

CITY PROPERTY

S q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

BUS

TC-06

WEST SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #2 - G.C.V.

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

GENERAL NOTES

A

M

G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

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S

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O

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E

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J

U

E

N

G

I N

E

E

R

099675PE

OREGON

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

PEDESTRIAN

LOCATION #2 - GLEN CREEK VILLAGE -

WEST SIDE

ORCHARD HEIGHTS RD NW

C

H

A

P

M

L

L

STREET

18A

18A

18E

41L

W

W

18E

41R

1260-1320

ORCHARD HEIGHTS PARK

CITY PROPERTY

1260-1320

N

41L

O

R

C

H

A

I

G

H

S q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q

BUS

TC-07

EAST SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #2 - G.C.V.

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

GENERAL NOTES

A

M

G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

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Y

J

U

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N

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I N

E

E

R

099675PE

OREGON

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

PEDESTRIAN CHANNELIZING DEVICE

TYPE II BARRICADE MEETING ADA

ACCESSIBILITY STANDARDS

(MIN. 24" WIDE - REFER TO

THE OTTCH, PAGE 36)

28" TUBULAR MARKERS

(SPACING = AS SHOWN)

q q

TEMPORARY PEDESTRIAN

ACCESSIBLE ROUTE (TPAR)

TEMPORARY AC RAMP WITH

DETECTABLE WARNING SURFACE.

PROVIDE MIN. 5'x5' ADA TURNING

SPACE

PORTABLE (ROLLUP) SIGN

POST MOUNTED SIGN

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

· INSTALL TEMPORARY TRAFFIC

CONTROL MEASURES

· EXCAVATE AND CONSTRUCT

IMPROVEMENTS PER PLANS AND

TYPICAL SECTIONS.

NEW IMPROVEMENTS WORK ZONE

SHEET KEYNOTES

D

DRIVEWAY ACCESS MUST REMAIN

OPEN AT ALL TIMES TO ENSURE

ACCESS TO PUMP STATION AND

RESERVOIR.

FLAGGER

SPOTTER

CHERRIOTS BUS STOPBUS

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO

THE OTTCH, PAGE 36)

N

PEDESTRIAN

LOCATION #2 - GLEN CREEK VILLAGE -

EAST SIDE

ORCHARD HEIGHTS RD NW

C

H

A

P

M

L

L

18A

18E

41L

E

TI

STREET

E

18A

18A

18E

41R

1260-1320

ORCHARD HEIGHTS PARK

CITY PROPERTY

1260-1320

N

41L

O

R

C

H

A

I

G

H

S

TC-08

NORTH SIDE TPAR

ORCHARD HEIGHTS RD NW

TEMPORARY

TRAFFIC CONTROL

LOCATION #3 - PARKWAY

PN:721511

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

ECT

J.KUENZI

7654321

F

E

D

C

B

A

7654321

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

GENERAL NOTES

A

M

G G r o u p

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

I P

O r c h a i g h t s

S n o w b i s t h a v e n

C

A D

S h e e t

S e t

G

T

C d

C t a b

ORCHARD HEIGHTS

RD NW: SNOWBIRD

TO WESTHAVEN

(SALEM)

EXPIRES: 06-30-2026

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

L

I

Z

A

B

E

T

H

O

R

L

E

Y

J

U

E

N

G

I N

E

E

R

099675PE

OREGON

N

1. STAGES MUST BE COMPLETED

SEPARATELY AS TO NOT CLOSE BOTH

LANES OF TRAVEL IN ANY DIRECTION

OR CLOSE BOTH SIDEWALKS

SIMULTANEOUSLY.

2. DO NOT OBSTRUCT TRAFFIC VISIBILITY.

SIGN REFERENCE NUMBER

(SEE SHEET TC-01)

P…