Drawings~1.pdf

CITY OF SALEM - DEPARTMENT OF PUBLIC WORKS

555 LIBERTY STREET SE - SALEM, OREGON 97301

VICINITY MAP

PN: 722514-1

MARINE DRIVE NW

APPLEGATE ROADWAY

IMPROVEMENTS

Call before you dig.

Know what's below.

ATTENTION:

UTILITY CONTACTS

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SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

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MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

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PN: 722514-1

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DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

PROJECT

AREA

jgaleazzi Text Box August 30, 2024

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REVISIONS

SALEM PUBLIC WORKS DEPART

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NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

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VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

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SHEET INDEX

NO. ID. DESCRIPTION

GENERAL

1 G-01 TITLE SHEET

2 G-02 SHEET INDEX

3 G-03 GENERAL CONSTRUCTION

NOTES AND LEGEND

EROSION CONTROL

4 EC-01 EPSC NOTES

5 EC-02 EROSION PREVENTION

SEDIMENTATION CONTROL

6 EC-03 EROSION PREVENTION

SEDIMENTATION CONTROL

7 EC-04 EROSION PREVENTION

SEDIMENTATION CONTROL

TEMPORARY TRAFFIC CONTROL

8 TC-01 MARINE DRIVE NW / HARRITT DRIVE NW

TEMPORARY TRAFFIC CONTROL FLAGGING PLAN

9 TC-02 MARINE DRIVE NW / HARRITT DRIVE NW

TEMPORARY TRAFFIC CONTROL

10 TC-03 MARINE DRIVE NW / HARRITT DRIVE NW

TEMPORARY TRAFFIC CONTROL DETOUR PLAN

STREET IMPROVEMENTS

11 ST-01 MARINE DRIVE NW

TYPICAL SECTIONS

12 ST-02 MARINE DRIVE NW

TYPICAL SECTIONS

13 ST-03 HARRITT DRIVE NW

TYPICAL SECTIONS

14 ST-04 MARINE DRIVE NW

STREET AND STORMWATER PLAN AND PROFILE

15 ST-05 MARINE DRIVE NW

STREET AND STORMWATER PLAN AND PROFILE

16 ST-06 MARINE DRIVE NW / HARRITT DRIVE NW

PROFILES

17 ST-07 MARINE DRIVE NW / HARRITT DRIVE NW

NW & SW GUTTER LINE PROFILES

SHEET INDEX

NO. ID. DESCRIPTION

DETAILS

18 D-01 MARINE DRIVE NW / HARRITT DRIVE NW

INTERSECTION DETAILS

19 D-02 DETAILS

DRIVEWAYS

20 DW-01 MARINE DRIVE NW

DRIVEWAY DETAILS

21 DW-02 MARINE DRIVE NW

DRIVEWAY DETAILS

ADA RAMP

22 ADA-01 MARINE DRIVE NW / HARRITT DRIVE NW

ADA RAMP DETAILS

23 ADA-02 MARINE DRIVE NW / HARRITT DRIVE NW

ADA RAMP DETAILS

24 ADA-03 MARINE DRIVE NW

ADA RAMP DETAILS

25 ADA-04 MARINE DRIVE NW

PEDESTRIAN CROSSING DETAILS

ILLUMINATION

26 IL-01 ILLUMINATION LEGEND

27 IL-02 ILLUMINATION PLAN

SIGNING & STRIPING

28 S-01 SIGNING / STRIPING PLAN

29 S-02 SIGNING / STRIPING DETAILS

CROSS SECTIONS

30 X-01

MARINE DRIVE NW

CROSS SECTIONS

(STA M8+31 TO M9+03)

31 X-02

MARINE DRIVE NW

CROSS SECTIONS

(STA M9+15 TO M10+00)

32 X-03

MARINE DRIVE NW

CROSS SECTIONS

(STA M10+25 TO M11+25)

33 X-04

MARINE DRIVE NW

CROSS SECTIONS

(STA M11+39 TO M12+50)

SHEET INDEX

NO. ID. DESCRIPTION

34 X-05

MARINE DRIVE NW

CROSS SECTIONS

(STA M12+75 TO M14+00)

35 X-06

MARINE DRIVE NW

CROSS SECTIONS

(STA M14+25 TO M15+25)

36 X-07

MARINE DRIVE NW

CROSS SECTIONS

(STA M15+50 TO M16+34)

SHEET

INDEX

G-02 jgaleazzi

COMMUNICATION

UNDERGROUND

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

WATER METERWATER VALVE

RIGHT OF WAY

POWER POLE & ANCHOR

FIRE HYDRANT

SANITARY SEWER

STORM DRAIN

WATER

N.W. NATURAL

TELEVISION

CURB &

SIGNAL

ELECTRICITY

UNDERGROUND

ELECTRICITY

OVERHEAD

FENCE

WITH DRIVEWAY

SIDEWALK

PROPERTY LINE

EASEMENT LINE

E

NEW 4" D.I. W

L=X'± S=1.0% 10" PVC

WORK DONE BY CONTRACTOR

TELEPHONE PED GAS VALVE

IRRIGATION LIGHTING

CALLOUTS

SEWER-(CO/

INSPECTION PORT)

NEW 8" D.I. W

TO BE BUILT EXISTING

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

WATER METERWATER VALVE

POWER POLE & ANCHOR

FIRE HYDRANT

N.W. NATURAL

TELEPHONE

TELEVISION

ELECTRICITY

OVERHEAD

TO BE BUILT / EXISTING

4"W

12" SS L=131.08' S=0.74%

L=X'± S=1.0% 10" PVC 10" SD L=131.08' S=0.74%

WORK DONE BY CONTRACTOR

DECIDUOUS EVERGREEN

TELEPHONE PED GAS VALVE

IRRIGATION LIGHTING

CALLOUTS

SEWER-(CO/

INSPECTION PORT)

TO BE BUILT EXISTING

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HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

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GENERAL

CONSTRUCTION

NOTES AND

LEGEND

G-03

GENERAL CONSTRUCTION NOTES

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

FOR THIS PROJECT.

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

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

4. REFERENCE SCS FOR TRAFFIC PROTECTION AND CONTROL REQUIREMENTS.

6. REFERENCE SCS FOR ANY ADDITIONAL UTILITY COORDINATION REQUIREMENTS.

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

REQUIRING RESTORATION.

8. DO NOT REMOVE TREES EXCEPT AS APPROVED BY THE ENGINEER. PROTECT ALL ROOTS TWO INCHES AND LARGER IN DIAMETER.

TRIM TREES, SHRUBS AND HEDGES ONLY AS DIRECTED BY THE ENGINEER.

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

PROVISIONS.

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

REQUIREMENTS.

11. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES, AND SIZES OF ALL EXISTING UTILITIES PRIOR

TO CONSTRUCTING PIPELINES AND SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING INSTALLATION ACCORDINGLY.

POTHOLING AND TRENCH EXCAVATION SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW REQUIRED ELEVATION AND ALIGNMENT ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. COMPENSATION FOR POTHOLING AND COORDINATION

REQUIRED FOR RELOCATING UTILITIES SHALL BE INCIDENTAL TO OTHER WORK PERFORMED.

12. CONTRACTOR SHALL PROVIDE ENGINEER WITH MINIMUM 24 HOURS NOTICE PRIOR TO POTHOLING. COORDINATE WITH ENGINEER TO REVIEW UTILITY INVESTIGATIONS AND TO MAKE APPROPRIATE ADJUSTMENTS FOR ANY ALIGNMENT OR GRADE CONFLICTS.

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.

GENERAL CONSTRUCTION LEGEND

R/W jgaleazzi

EPSC

NOTES

EC-01

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.

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.

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

8/

/2

:4 0:

A

M C

:\d ow l_ pw

\d

5\

EC

-0 1.

dw g

(E C

-0 ta b) jgaleazzi

"M" 6+00

"M" 7+00

"M" 8+00

"M" 9+00

"M" 10+00 "M" 11+00 "M" 12+00 "M" 13+00 "M" 14+00

"H" 1 4+00

"H " 1

5+

"H " 1

5+

"M" 15+00 "M" 16+00

"M" 17+00

"M" 18+00

"M" 19+00

"M" 20+00

"M" 21+00

EC-02

M

AT

C H

LI

N

E

ST

A

+5

SE

E

BE

LO

W

8/

/2

:5 2:

A

M C

:\d ow l_ pw

\d

5\

EC

-0 2.

dw g

(E C

-0 ta b)

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 GRADE AT THE TIME SITE SURVEY

WAS PERFORMED IN MARCH/APRIL 2024)

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

INSTALL TREE PROTECTION

FENCING PER STD. PLAN 820.

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

CONSTRUCTION NOTES

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

MARINE DRIVE NW

HARRITT DRIVE NW

REMOVE EXISTING TREE

EROSION

PREVENTION

SEDIMENTATION

CONTROL

(DEMOLITION, CLEARING, & EARTHWORK)

(PRIOR TO CONSTRUCTION)

(DEMOLITION, CLEARING, &

EARTHWORK)

R

R

R R

M

AT

C H

LI

N

E

ST

A

+5

SE

E

AB

O

VE

1. THE PROJECT SITE WILL HAVE EXISTING

EROSION CONTROL BMPS ALREADY IN

PLACE. THIS PROJECT WILL MAINTAIN THE

EXISTING BMPS AS REQUIRED AND INSTALL

ADDITIONAL BMPS AS NEEDED TO

PROTECT THE SITE.

GENERAL NOTES

EXISTING CONSTRUCTION

ENTRANCE

"H" LINE

"M" LINE

"M" LINE

jgaleazzi

"H" 1 4+00

"H " 1

5+

"H " 1

5+

"M" 6+00

"M" 7+00

"M" 8+00

"M" 9+00

"M" 10+00 "M" 11+00 "M" 12+00 "M" 13+00 "M" 14+00

142141

142 143

"M" 15+00 "M" 16+00

"M" 17+00

"M" 18+00

"M" 19+00

"M" 20+00

"M" 21+00

EROSION

PREVENTION

SEDIMENTATION

CONTROL

EC-03

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

CONSTRUCTION NOTES

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8/

/2

4:

:0

PM

C :\d ow l_ pw \d

5\

EC

-0

3.

dw g (E

C -0 ta b)

INSTALL BIOFILTER BAG CHECK

DAM PER STD. PLAN 914 OR 916

WHICHEVER IS SHOWN

FLOW ARROW

(FINISHED GRADE FOLLOWING

CONSTRUCTION)

(STREETS & UTILITIES)

(DURING CONSTRUCTION)

(STREETS & UTILITIES)

M

AT

C H

LI

N

E

ST

A

+5

SE

E

BE

LO

W

MARINE DRIVE NW

HARRITT DRIVE NW

M

AT

C H

LI

N

E

ST

A

+5

SE

E

AB

O

VE

OR

"M" LINE

"H" LINE

"M" LINE

1. THE PROJECT SITE WILL HAVE EXISTING

EROSION CONTROL BMPS ALREADY IN

PLACE. THIS PROJECT WILL MAINTAIN THE

EXISTING BMPS AS REQUIRED AND INSTALL

ADDITIONAL BMPS AS NEEDED TO

PROTECT THE SITE.

GENERAL NOTES

REMOVED TREE PRESERVED TREE

jgaleazzi

"M" 6+00

"M" 7+00

"M" 8+00

"M" 9+00

"M" 10+00 "M" 11+00 "M" 12+00 "M" 13+00 "M" 14+00

"H" 1 4+00

"H " 1

5+

"H " 1

5+

141 142

"M" 15+00 "M" 16+00

"M" 17+00

"M" 18+00

"M" 19+00

"M" 20+00

"M" 21+00

EROSION

PREVENTION

SEDIMENTATION

CONTROL

EC-04

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

CONSTRUCTION NOTES

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8/

/2

2:

:4

PM

C :\d ow l_ pw \d

5\

EC

-0

4.

dw g (E

C -0 ta b)

INSTALL PERMANENT SEEDING

FLOW ARROW

(FINISHED GRADE FOLLOWING

CONSTRUCTION)

(RESTORATION PLAN)

(POST CONSTRUCTION)

(RESTORATION PLAN)

M

AT

C H

LI

N

E

ST

A

+5

SE

E

BE

LO

W

MARINE DRIVE NW

HARRITT DRIVE NW

M

AT

C H

LI

N

E

ST

A

+5

SE

E

AB

O

VE

"M" LINE

"H" LINE

"M" LINE

1. THE PROJECT SITE WILL HAVE EXISTING

EROSION CONTROL BMPS ALREADY IN

PLACE. THIS PROJECT WILL MAINTAIN THE

EXISTING BMPS AS REQUIRED AND INSTALL

ADDITIONAL BMPS AS NEEDED TO

PROTECT THE SITE.

GENERAL NOTES

REMOVED TREE PRESERVED TREE

1 1

2 INSTALL BARK MULCH

FULLY RESTORE IRRIGATION SYSTEM.

RELOCATE OR REPLACE HEADS, PIPING, AND

IRRIGATION APPARATUS AS NECESSARY.

MODIFY HEAD REPLACEMENT, NOZZLES, AND

RADIUS TO ACHIEVE FULL COVERAGE. ALL

UNDISTURBED VEGETATION SHALL BE

PROVIDED COVERAGE DURING

CONSTRUCTION.

jgaleazzi

PT

: 1

0+

.09

"H" 13+00 "H" 14+00 "H" 15+00

"H " 1

5+98

"M " 7+00

"M " 8+00

"M" 9+00

"M" 10+00

"M" 11+00

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

0 20' 60'40'

8/

/2

1:

:1

PM

C :\d ow l_ pw \d

5\

TC

-0

1.

dw g (T

C -0 ta b)

TC-01

MARINE DRIVE NW /

HARRITT DRIVE NW

TEMPORARY

TRAFFIC CONTROL

FLAGGING PLAN

TRAFFIC CONTROL NOTES:

SIGNS:

LEGEND:

60" x 30" R11-4

STREET

CLOSED TO

THRU TRAFFIC

36" x 36" W20-3

R11-2 48" x 30"

24" x 30"

LOCAL

ONLY

ACCESS

W20-7 36" x 36"

FLAGGER

AHEAD5

OW 23-3

36" x 36"

BE

PREPARED

TO

STOP

W20-1 36" x 36"

PORTABLE SIGN

WORK ZONE

FLAGGER

M4-10R 48" x 18"

10R

M4-10L 48" x 18"

10L

30" x 36"

16A R9-10

24" x 12"

SIDEWALK

CLOSED18A

TEMPORARY SIGN SUPPORT (TSS)

(SEE ODOT STD DWG TM821)

TEMPORARY REFLECTORIZED PEDESTRIAN

BARRIER MEETING ADA ACCESSIBILITY

STANDARDS

R/W

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

GUIDELINES FOR TRAFFIC CONTROL.

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

HANDBOOK (OTTCH) FOR DISTANCES BETWEEN SIGNS AND CONES, UNLESS

OTHERWISE NOTED.

3. USE FLAGGERS AND TEMPORARY TRAFFIC CONTROL AS REQUIRED. REFER

TO THE MUTCD AND OTTCH.

4. SEE SPECIAL PROVISIONS FOR STREET WORK TIME LIMITATIONS.

5. CONTRACTOR SHALL PROTECT TRAFFIC AND SHALL PROVIDE TRAFFIC

CONTROL AT ALL TIMES DURING CONSTRUCTION.

6. SIGN LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE ADJUSTED IN

THE FIELD FOR CONFLICTS SUCH AS SIGHT DISTANCE, DRIVEWAYS,

LANDSCAPING, UTILITIES, ETC.

7. THE STAGING PLANS PROVIDE GUIDANCE FOR PLACEMENT OF SIGNAGE

AND CHANNELIZING DEVICES, CERTAIN CONSTRUCTION ACTIVITIES MAY

REQUIRE ADDITIONAL SIGNS OR CHANNELIZING DEVICES.

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

POST-MOUNTED.

9. ALL FLEXIBLE SIGNS AND PORTABLE SIGN SUPPORTS SHALL BE

CRASHWORTHY.

10. RIGID SIGNS MAY BE USED ON BARRICADES WHEN

APPROPRIATELY CRASH TESTED.

11. PLACE COVER OVER STOP SIGN WHEN FLAGGING.

12. MAINTAIN LOCAL ACCESS OFF MARINE DRIVE NW AND HARRITT DRIVE NW

AT ALL TIMES.

13. SEE SHEET D-02 FOR FLAGGER STATION DELINEATION DETAIL.

POST MOUNTED SIGN

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO THE

OTTCH, PAGE 36)

R/W

PERMANENT

ROADWAY

EASEMENTHARRITT DRIVE NW

M

ARINE DRIVE NW

SIDEWALK CLOSED

CROSS HERE

AHEAD18E

R9-11

24" x 12"

R/W

(EXISTING SIGN)(EXISTING SIGN)

4 5 jgaleazzi

PT

: 1

0+

.09

"H" 13+00 "H" 14+00 "H" 15+00

"H " 1

5+98

"M " 7+00

"M " 8+00

"M" 9+00

"M" 10+00

"M" 11+00

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

0 20' 60'40'

8/

/2

6:

:0

PM

C :\d ow l_ pw \d

5\

TC

-0

2.

dw g (T

C -0 ta b)

TC-02

MARINE DRIVE NW /

HARRITT DRIVE NW

TEMPORARY

TRAFFIC CONTROL

TRAFFIC CONTROL NOTES:

SIGNS:

LEGEND:

60" x 30" R11-4

STREET

CLOSED TO

THRU TRAFFIC

36" x 36" W20-3

R11-2 48" x 30"

24" x 30"

LOCAL

ONLY

ACCESS

W20-7 36" x 36"

FLAGGER

AHEAD5

OW 23-3

36" x 36"

BE

PREPARED

TO

STOP

W20-1 36" x 36"

PORTABLE SIGN

WORK ZONE

FLAGGER

M4-10R 48" x 18"

10R

M4-10L 48" x 18"

10L

30" x 36"

16A R9-10

24" x 12"

SIDEWALK

CLOSED18A 48"x 48"

(SIGN FURNISHED BY CITY)

TEMPORARY SIGN SUPPORT (TSS)

(SEE ODOT STD DWG TM821)

TEMPORARY REFLECTORIZED PEDESTRIAN

BARRIER MEETING ADA ACCESSIBILITY

STANDARDS

18A

R/W

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

GUIDELINES FOR TRAFFIC CONTROL.

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

HANDBOOK (OTTCH) FOR DISTANCES BETWEEN SIGNS AND CONES, UNLESS

OTHERWISE NOTED.

3. USE FLAGGERS AND TEMPORARY TRAFFIC CONTROL AS REQUIRED. REFER

TO THE MUTCD AND OTTCH.

4. SEE SPECIAL PROVISIONS FOR STREET WORK TIME LIMITATIONS.

5. CONTRACTOR SHALL PROTECT TRAFFIC AND SHALL PROVIDE TRAFFIC

CONTROL AT ALL TIMES DURING CONSTRUCTION.

6. SIGN LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE ADJUSTED IN

THE FIELD FOR CONFLICTS SUCH AS SIGHT DISTANCE, DRIVEWAYS,

LANDSCAPING, UTILITIES, ETC.

7. THE STAGING PLANS PROVIDE GUIDANCE FOR PLACEMENT OF SIGNAGE

AND CHANNELIZING DEVICES, CERTAIN CONSTRUCTION ACTIVITIES MAY

REQUIRE ADDITIONAL SIGNS OR CHANNELIZING DEVICES.

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

POST-MOUNTED.

9. ALL FLEXIBLE SIGNS AND PORTABLE SIGN SUPPORTS SHALL BE

CRASHWORTHY.

10. RIGID SIGNS MAY BE USED ON BARRICADES WHEN

APPROPRIATELY CRASH TESTED.

11. PLACE COVER OVER STOP SIGN WHEN FLAGGING.

12. MAINTAIN LOCAL ACCESS OFF MARINE DRIVE NW AND HARRITT DRIVE NW

AT ALL TIMES.

POST MOUNTED SIGN

TYPE III BARRICADE

(MIN. 8' WIDE - REFER TO THE

OTTCH, PAGE 36)

R/W

PERMANENT

ROADWAY

EASEMENT

18A

18A

HARRITT DRIVE NW

M

ARINE DRIVE NW

SIDEWALK CLOSED

CROSS HERE

AHEAD18E

R9-11

24" x 12"

18E

R/W

(EXISTING SIGN)

(EXISTING SIGN)

jgaleazzi

"H" 13+00 "H" 14+00 "H" 15+00

"H " 1

5+98

"M " 6

+0

"M " 7+00

"M " 8+00

"M" 9+00

"M" 10+00

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

0 20' 60'40'

8/

/2

1:

:0

PM

C :\d ow l_ pw \d

5\

TC

-0

3.

dw g (T

C -0 ta b)

TC-03

MARINE DRIVE NW /

HARRITT DRIVE NW

TEMPORARY

TRAFFIC CONTROL

DETOUR PLAN

TRAFFIC CONTROL NOTES:

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

GUIDELINES FOR TRAFFIC CONTROL.

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

HANDBOOK (OTTCH) FOR DISTANCES BETWEEN SIGNS AND CONES, UNLESS

OTHERWISE NOTED.

3. USE FLAGGERS AND TEMPORARY TRAFFIC CONTROL AS REQUIRED. REFER

TO THE MUTCD AND OTTCH.

4. SEE SPECIAL PROVISIONS FOR STREET WORK TIME LIMITATIONS.

5. CONTRACTOR SHALL PROTECT TRAFFIC AND SHALL PROVIDE TRAFFIC

CONTROL AT ALL TIMES DURING CONSTRUCTION.

6. SIGN LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE ADJUSTED IN

THE FIELD FOR CONFLICTS SUCH AS SIGHT DISTANCE, DRIVEWAYS,

LANDSCAPING, UTILITIES, ETC.

7. THE STAGING PLANS PROVIDE GUIDANCE FOR PLACEMENT OF SIGNAGE

AND CHANNELIZING DEVICES, CERTAIN CONSTRUCTION ACTIVITIES MAY

REQUIRE ADDITIONAL SIGNS OR CHANNELIZING DEVICES.

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

POST-MOUNTED.

9. ALL FLEXIBLE SIGNS AND PORTABLE SIGN SUPPORTS SHALL BE

CRASHWORTHY.

10. RIGID SIGNS MAY BE USED ON BARRICADES WHEN

APPROPRIATELY CRASH TESTED.

11. PLACE COVER OVER STOP SIGN WHEN FLAGGING.

12. MAINTAIN LOCAL ACCESS OFF MARINE DRIVE NW AND HARRITT DRIVE NW

AT ALL TIMES.

SIGNS:

36" x 36" W20-3

W20-7 36" x 36"

FLAGGER

AHEAD5

OW 23-3

36" x 36"

BE

PREPARED

TO

STOP

W20-1 36" x 36"

TYPE III BARRICADE

PORTABLE SIGN

WORK ZONE (MIN. 8' WIDE - REFER

TO THE OTTCH, PAGE 36)

FLAGGER

TEMPORARY SIGN

SUPPORT (TSS)

(SEE ODOT STD

DWG TM821)

TEMPORARY REFLECTORIZED

PEDESTRIAN BARRIER MEETING ADA

ACCESSIBILITY STANDARDS

18A

R/W

R/W

6 16A

610R

6 10L

(SIGN FURNISHED BY CITY)

48"x 48"

POST MOUNTED SIGN

DETOUR

R/W

PERMANENT

ROADWAY

EASEMENT

18A

18A

HARRITT DRIVE NW

M

ARINE DRIVE NW

LEGEND:

60" x 30" R11-4

CLOSED TO

THRU TRAFFIC

R11-2 48" x 30"

24" x 30"

LOCAL

ONLY

ACCESS11

M4-10R 48" x 18"

10R

M4-10L 48" x 18"

10L

30" x 36"

16A R9-10

24" x 12"

SIDEWALK

CLOSED18A 32

(SIGN FURNISHED BY CITY)

48"x 48"

CROSS HERE

AHEAD18E

R9-11

24" x 12"

18E

(EXISTING SIGN)(EXISTING SIGN)

jgaleazzi

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

8/

/2

:5 0:

A

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:\d ow l_ pw

\d

5\

ST

-0 1.

dw g

(S T-ta b)

ST-01

4.5'

**4.5' TO

0'

9.5' TO 19'*14.5' TO 12.5'1'

30' 30'

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE

R O

W

MARINE DRIVE NW

(STA M8+30.95 TO M9+91.51)

*(STA M8+30.95 TO M8+72.92)

**(STA M8+71.96 TO M9+91.51)(CROWN SHIFT)

"M"

SUBGRADE

TYPE 'A' CURB

AND GUTTER

CROWN POINT

TYPE 'A' CURB

AND GUTTER

PROFILE GRADE

GRADE TO EXISTING SIDEWALK

(PERMANENT SEEDING)

8" OF LEVEL 3 HMAC.

(2" OF 12" DENSE GRADED WEARING COURSE OVER 6" OF 12"

DENSE GRADED BASE COURSE PLACED IN TWO EQUAL LIFTS)

VARIESVARIES1.5%

2:1 TYP. SLOPE

(PERMANENT SEEDING) EXISTING SIDEWALK

GENERAL NOTES:

14' TO 21'

MARINE DRIVE NW

TYPICAL

SECTIONS

RECONDITION EXISTING

AGGREGATE BASE (1)

1. FOLLOWING PAVEMENT REMOVAL, RECONDITION EXISTING AGGREGATE BASE.

GRADE AND INSTALL AGGREGATE BASE AS REQUIRED. SEE SPECIAL PROVISIONS

AND SHEET D-01 FOR DETAILS.

DETAIL NOTES (#):

10.5' TO 15'

(STA M8+54.20 TO M9+91.51)

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE

2:1 TYP. SLOPE

(PERMANENT SEEDING)

PLANTER STRIP

(PERMANENT SEEDING)

1.5% 1.5%

SUBGRADE

VARIES 0.5'5'

PAVEMENT REMOVAL (COMMON EXCAVATION) 25' TO 38'

NOM. DEPTH - 7"

LT EOP RT EOP℄

1. SEE PLANS FOR LOCATIONS OF ADA RAMPS, DRIVEWAYS AND INTERSECTIONS.

2. DESIGN CROSS SLOPE ON SIDEWALKS IS 1.5%, THE MAXIMUM CROSS SLOPE

ALLOWED IS 2%.

3. E = 6" FOR TYPE 'A' CURB AND GUTTER UNLESS OTHERWISE SHOWN.

4. SEE TABLES AND DIAGRAM ON THIS SHEET FOR ROADWAY CROSS SLOPES.

5. SEE SHEET D-01 FOR CROWN SHIFT AND OTHER INTERSECTION DETAILS.

6. SEE SHEET ADA-04 AND REFERENCE CROSS SECTIONS FOR PEDESTRIAN

ISLAND DETAILS.

7. COMMON EXCAVATION AS NEEDED TO CONSTRUCT TO GRADES AND

ELEVATIONS SHOWN IN PLANS.

R O

W

TABLE 1- LEFT ROADWAY CROSS SLOPE

BEGIN STATION END STATION SL. LT. EOP TO CL

8+30.95 8+41.68 -1.7% TO -2%

8+41.68 8+96.68 -2%

8+96.68 9+07.68 -2% TO -2.5%

9+07.68 16+34.50 -2.5%

TABLE 2- RIGHT ROADWAY CROSS SLOPE

BEGIN STATION END STATION SL. RT. EOP TO CL

8+30.95 8+41.68 -1.91% TO -1%

8+41.68 9+07.68 -1% TO 5%

9+07.68 9+91.51 5%

9+91.51 11+38.51 5% TO -2.5%

11+38.51 16+34.50 -2.5%

5' TO 8'

(STA M8+71.94 TO M9+20.15)(PEDESTRIAN ISLAND)

TYPE 'C' CURBTYPE 'C' CURB

CONSTRUCT CONCRETE ISLAND,

4" OF PCC OVER 2" OF 1"-0 AGGREGATE BASE

RECONDITION EXISTING

AGGREGATE BASE (1) RECONDITION EXISTING

AGGREGATE BASE (1)

INSTALL ADDITIONAL 1"-0 AGGREGATE

BASE TO FILL VOID BETWEEN CURB

jgaleazzi

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

8/

/2

:3 2:

P

M C

:\d ow l_ pw

\d

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dw g

(S T-ta b)

ST-02

4.5'

12'3'

30'30'

5.5' 14' 11.5'

R O

W

R O

W

*14' TO 19'12.5'1' 1'

30'30'

ROW

*14' TO 21' *12' TO 0' 5.5'

"M"

R O

W

R O

W

GENERAL NOTES:

MARINE DRIVE NW

(STA M15+96.97 TO M16+34.50)

TYPE 'A' CURB

AND GUTTER

PROFILE GRADE

TYPE 'A' CURB

AND GUTTER

2.5%

2:1 TYP. SLOPE

(PERMANENT SEEDING)

14'

PLANTER STRIP

(PERMANENT SEEDING)

PLANTER STRIP

(PERMANENT SEEDING)

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE

2:1 TYP. SLOPE

(PERMANENT SEEDING)

*5' TO 0'

4.5'

1.5%VARIESVARIES

1.5%

1.5%

2:1 TYP. SLOPE

(PERMANENT SEEDING)

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE (2)

2:1 TYP. SLOPE

(PERMANENT SEEDING)

EXISTING 18" OF 1"-0

AGGREGATE BASE (1)

EXISTING SUBGRADE

TYPE 'A' CURB

AND GUTTER

TYPE 'A' CURB

AND GUTTER

8" OF LEVEL 3 HMAC.

(2" OF 12" DENSE GRADED

WEARING COURSE OVER

6" OF 12" DENSE GRADED

BASE COURSE PLACED IN

TWO EQUAL LIFTS)

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE

PROFILE

GRADE

SIDEWALK TRANSITIONS FROM CURB TIGHT TO PROPERTY

LINE FOLLOWING CENTER TURN LANE TRANSITION. 3'

LANDSCAPE STRIP BEGINS AT STA M14+99.50

SIDEWALK TRANSITIONS FROM CURB TIGHT TO PROPERTY LINE

FOLLOWING CENTER TURN LANE TRANSITION. 3' LANDSCAPE

STRIP BEGINS AT STA M14+99.50

MARINE DRIVE NW

(STA M9+91.51 TO M15+96.97)

*(STA M13+51.97 TO M15+96.97)(CENTER TURN LANE TRANSITION)

*7' TO 0'

ROW

"M"

2.5%

MARINE DRIVE NW

TYPICAL

SECTIONS

RECONDITION EXISTING

AGGREGATE BASE (1)

EXISTING SUBGRADE

GEOTEXTILE

EXISTING 18" OF 1"-0

AGGREGATE BASE (1)

EXISTING SUBGRADE

8" OF LEVEL 3 HMAC.

(2" OF 12" DENSE GRADED

WEARING COURSE OVER

6" OF 12" DENSE GRADED

BASE COURSE PLACED IN

TWO EQUAL LIFTS)

RECONDITION EXISTING

AGGREGATE BASE (1)

EXISTING SUBGRADE

GEOTEXTILE

1. THIS PROJECT WILL INHERIT THE FINISHED CONDITIONS FROM A PRIOR GRADING

PROJECT THAT EXCAVATED AND GRADED TO THE SUBGRADE LINES SHOWN AND

INSTALLED SUBGRADE GEOTEXTILE AND 24" OF 1"-0 AGGREGATE BASE AT THE

APPROXIMATE WIDTH SHOWN. THIS PROJECT WILL RECONDITION THE EXISTING

AGGREGATE BASE TO AN 18" DEPTH. SURPLUS EXISTING AGGREGATE BASE SHALL

BE PRESERVED AND USED FOR CONSTRUCTING COMPONENTS OF THIS PROJECT

AS APPROVED AND DIRECTED BY THE ENGINEER. SEE THE SPECIAL PROVISIONS

FOR DETAILS.

2. END SIDEWALK CONSTRUCTION RT AT STATION 15+90.00.

DETAIL NOTES (#):

1.5%1.5%

1. SEE PLANS FOR LOCATIONS OF ADA RAMPS, DRIVEWAYS AND INTERSECTIONS.

2. DESIGN CROSS SLOPE ON SIDEWALKS IS 1.5%, THE MAXIMUM CROSS SLOPE

ALLOWED IS 2%.

3. E = 6" FOR TYPE 'A' CURB AND GUTTER UNLESS OTHERWISE SHOWN.

4. SEE TABLES AND DIAGRAM ON SHEET ST-01 FOR ROADWAY CROSS SLOPES.

5. COMMON EXCAVATION AS NEEDED TO CONSTRUCT TO GRADES AND ELEVATIONS

SHOWN IN PLANS.

EXISTING AGGREGATE BASE ±31'

EXISTING AGGREGTE BASE ±43'

NOM. DEPTH - 24"

NOM. DEPTH - 24"

jgaleazzi

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

8 9

8 9

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

8/

/2

:3 3:

P

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:\d ow l_ pw

\d

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-0 3.

dw g

(S T-ta b)

ST-03

16' TO 16.5'

30' 17' TO 30'

R O

W

R O

W

HARRITT DRIVE NW

(STA H15+40.82 TO H15+81.34)

TYPE 'A' CURB

AND GUTTER

TYPE 'A' CURB

AND GUTTER

PROFILE

GRADE

GRADE TO EXISTING CURB & GUTTER

(PERMANENT SEEDING)

8" OF LEVEL 3 HMAC.

(2" OF 12" DENSE GRADED WEARING COURSE OVER

6" OF 12" DENSE GRADED BASE COURSE

PLACED IN TWO EQUAL LIFTS)

VARIESVARIES

EXISTING CURB

& GUTTER

GENERAL NOTES:

15'

"H"

HARRITT DRIVE NW

TYPICAL

SECTIONS

4.6'5'1'

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE (3)

2:1 TYP. SLOPE

(PERMANENT SEEDING)

PLANTER STRIP

(PERMANENT SEEDING)

SUBGRADE

1.5% VARIES

PAVEMENT REMOVAL 31.5' TO 77.5' (2)

NOM. DEPTH - 4.5"

1. FOLLOWING PAVEMENT REMOVAL, RECONDITION EXISTING AGGREGATE BASE.

GRADE AND INSTALL AGGREGATE BASE AS REQUIRED. SEE SPECIAL PROVISIONS

AND SHEET D-01 FOR DETAILS.

2. INCLUDES INTERSECTION RADIAL WIDENING.

3. SEE SHEET ST-06 FOR SIDEWALK PROFILE.

DETAIL NOTES (#):

RECONDITION EXISTING

AGGREGATE BASE (1)

HARRITT DRIVE NW

(STA H14+93.33 TO H15+40.82)

VARIES

CONSTRUCT SIDEWALK, 4" OF PCC OVER

2" OF 1"-0 AGGREGATE BASE OVER

STABLE SUBGRADE (3)

2:1 TYP. SLOPE

(PERMANENT SEEDING)

SUBGRADE

EXISTING

ROADWAY

5.5' TO

4.6'5'1'

1.5%

1. SEE PLANS FOR ADA DETAILS, INTERSECTION DETAILS AND GUTTER LINE PROFILES.

2. CROSS SLOPES VARY IN CONJUNCTION WITH CENTERLINE PROFILE AND GUTTER

LINE PROFILES. SEE PLANS.

3. E = 6" FOR TYPE 'A' CURB AND GUTTER UNLESS OTHERWISE SHOWN.

4. COMMON EXCAVATION AS NEEDED TO CONSTRUCT TO GRADES AND ELEVATIONS

SHOWN IN PLANS.

2:1 TYP. SLOPE

(PERMANENT SEEDING)

1.5' jgaleazzi

D

"H " 1

5+

"H" 1 3+00

"H" 1 4+00

"H " 1

5+

S54°01'39"E 386.13'

D=64.11 L=783.26' R=700.00°

D=40.00 L=115.19' R=165.00°

N89°43'30"E

182.59'

PT

: 1

0+

.0

"M" 6+00

"M" 7+00

"M" 8+00

"M" 9+00

"M" 10+00 "M" 11+00 "M" 12+00 "M" 13+00

120.0

130.0

140.0

150.0

5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50

5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50

PVI STA: 10+52.50

PVI ELEV: 141.62

K: 56.76

LVC: 105.00

HIGH POINT STA.:10+73.78

HIGH POINT ELEV.:141.42'

BVCS: 10+00.00

BVCE: 140.94

EVCS: 11+05.00

EVCE: 141.33

"M " 9

+6 0.

, 0

.0 0'

T

"H " 1

5+

.7 8, .0

0' T

GRADE BREAK STA = 8+30.95

ELEV = 139.37

RIM = 140.44±

12" IE IN (NW) 135.00

12" IE IN (NE) 134.95

12" IE IN (W) 135.00

15" IE OUT (SE) 134.70

48" Manhole 9+87

13.25' LT

RIM = 141.03±

15" IE IN (W) 135.50

15" IE IN (NW) 134.05

15" IE OUT (SE) 133.90

60" Manhole 11+07

11.92' LT

RIM = 139.19±

12" IE OUT (SE) 135.50

S8+98LT

Type 2 CB

RIM = 140.27±

12" IE OUT (SW) 135.05

S9+88LT

Type 2 CB

RIM = 141.96±

12" IE OUT (NW) 138.00

S9+65RT

Type 2 CBRIM = 141.99±

12" IE IN (NW) 137.25

12" IE IN (SE) 137.25

12" IE OUT (E) 137.00

48" Manhole 9+51

41.52' RT

0.41%

1.30% -0.55%

1.30%

7 LF 12" PVC Pipe @ S=10.52%

31 LF 12" PVC Pipe @ S=5.72%

RIM = 140.54±

12" IE OUT (SW) 135.75

S11+74LT

Type 2 CB

RIM = 140.72±

12" IE IN (NE) 135.00

15" IE IN (NW) 133.40

12" IE IN (SW) 134.00

18" IE OUT (SE) 133.20

48" Manhole 11+74

12.75' LT

RIM = 140.59±

12" IE OUT (NE) 135.75

S11+74RT

Type 2 CB

16 LF 12" PVC Pipe @ S=4.55%

RIM = 142.16±

10" IE OUT (SE) 138.00

S10+37RT

Private CB

15 LF 12" PVC Pipe @ S=5.07%

RIM = 142.01±

12" IE OUT (SE) 138.00

S9+36RT

Type 2 CB

6 LF 15" PVC Pipe @ S=1.82%

6 LF 15" PVC Pipe @ S=1.75%

30 LF 10" PVC Pipe @ S=2.99%

61 LF 15" PVC Pipe @ S=2.47%

67 LF 15" PVC Pipe @ S=0.75%

88 LF 12" PVC Pipe @ S=0.57%

59 LF 12" PVC Pipe @ S=1.27%

118 LF 15" PVC Pipe @ S=0.55% 302 LF 18" PVC Pipe

@ S=0.66%

22 LF 12" PVC Pipe @ S=2.89%

44 LF 12" PVC Pipe @ S=1.52%

RIM = 140.86±

12" IE IN (W) 136.34

12" IE IN (NW) 135.64

12" IE OUT (E) 135.64

48" Manhole 9+75

4.96' RT

RIM = 140.04±

12" IE OUT (S) 136.00

Private CB 9+31

42.90' LT

RIM = 139.63±

10" IE IN (NW) 137.10

15" IE IN (W) 137.40

15" IE IN (SE) 137.40

15" IE OUT (E) 137.00

Extg. Shallow 48" Manhole 10+66

32.78' RT

PVI STA: 9+01.03

PVI ELEV: 139.65

K: 56.04

LVC: 50.00

LOW POINT STA.:8+76.03

LOW POINT ELEV.:139.55

BVCS: 8+76.03

BVCE: 139.55

EVCS: 9+26.03

EVCE: 139.98

PVI STA: 11+94.88

PVI ELEV: 140.84

K: 56.76

LVC: 105.00

LOW POINT STA.:11+73.60

LOW POINT ELEV.:141.04

BVCS: 11+42.38

BVCE: 141.13

EVCS: 12+47.38

EVCE: 141.52

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MEN

T

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

CONSTRUCTION NOTES

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2026

M

AT

C H

LI

N

E

ST

A

+5

SE

E

SH

EE

T

ST

-0

M

AT

C H

LI

N

E

ST

A

+5

SE

E

SH

EE

T

ST

-0

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CONSTRUCT (X') WIDE DRIVEWAY APPROACH

PER STD. PLAN 301A AND DETAILS ON SHEETS

DW-01 AND DW-02.

CONSTRUCT TYPE 'A', PCC CURB & GUTTER

PER TYP. SECTIONS AND STD. PLAN 303.

CONSTRUCT SIDEWALK, 4" OF PCC OVER 2" OF

1"-0 AGGREGATE BASE PER TYP. SECTIONS

AND STD. PLAN 306A.

CONSTRUCT PCC PERPENDICULAR CURB

RAMP PER DETAILS ON SHEET ADA-02.

CONSTRUCT PCC COMBINATION CURB RAMP

PER DETAILS ON SHEET ADA-01 AND ADA-03.

CONSTRUCT PEDESTRIAN CROSSING PER

DETAILS ON SHEET ADA-04.

CONSTRUCT GRAVEL DRIVEWAY, 8-INCHES

THICK, FIELD-FITTED AND PER DETAILS ON

SHEET DW-01.

SAWED JOINTS - SAWCUT AND MATCH TO

EXISTING PAVEMENT AND CURB & GUTTER.

R/W

PERM. PUBLIC UTILITY

EASEMENT

R/W

PERM. PUBLIC

UTILITY EASEMENT

R/W

R/W

R/W

MARINE DRIVE NW

HARRITT DRIVE NW

CONSTRUCT (X)" DIA. STORM MANHOLE

PER STANDARD PLAN NO. 101

CONSTRUCT TYPE 2 CATCH BASIN

PER STANDARD PLAN NO. 201

EXISTING GROUND AT

CONNECT TO EXISTING STORM SEWER

CONSTRUCT PRIVATE CATCH BASIN

PER DETAILS ON D-02. GRADE

BACKFILL TO DRAIN TO CATCH BASIN .

T2 CB 9+37,

41.87' RT.

9+51, 41.52' RT.

Private CB 9+31, 42.90' LT.

9+87, 13.25' LT.

T2 CB 9+65,

43.11' RT.

T2 CB 11+74,

19.88' LT.

11+74, 12.75' LT.

11+07, 11.92' LT.

T2 CB 11+74,

17.85' RT.

T2 CB 10+37,

32.14' RT.

CONSTRUCT SIDEWALK, 4" OF PCC OVER 2" OF

1"-0 AGGREGATE BASE PER TYP. SECTIONS

AND STD. PLAN 306B.

EXIST. WATER

AND POWER

6" SLEEVES

F.L. 131.50

(FIELD VERIFY)

9-48

1-24

1-X

2 3

9-X

ME

9-60

1-2610231113

9-48

ME

ME 3

10 7 6

1-35

9-48

PROFILE GRADE AT

1. SEE SHEET ST-06 FOR "H" LINE PROFILE.

2. SEE SHEET ST-07 FOR GUTTER LINE - NW

AND GUTTER LINE - SW PROFILES.

3. SEE SHEET D-01 FOR INTERSECTION

DETAILS AND UTILITY ADJUSTMENTS AND

REMOVALS.

GENERAL NOTES

"H" LINE

"M" LINE

R/W

15' 16'

T2 CB 9+88,

19.87' LT.10

CONSTRUCT BUS STOP PAD - CURB

LINE SIDEWALK, 4" OF PCC OVER 4" OF

1"-0 AGGREGATE BASE PER DETAILS ON

SHEET D-02. SEE NOTE ON THIS SHEET

REGARDING R/W ACQUISITION.

NOTE: CONSTRUCTION OF THE BUS STOP PAD

(SEE CONSTRUCTION NOTE 14) WILL REQUIRE A

FUTURE EASEMENT TO THE SALEM AREA MASS

TRANSIT DISTRICT.

ST-04

MARINE DRIVE NW

STREET AND

STORMWATER

PLAN AND PROFILE

EXISTING

WATERLINE

EXISTING WATERLINE

T2 CB 8+98,

19.83' LT.

EXISTING JOINT UTILITY TRENCH

12 9+75, 4.96' RT.

ME

CONSTRUCT 48" DIA. STORM MANHOLE

PER STANDARD PLAN NO. 101. CONNECT

EXISTING STORM SEWER LINE.

jgaleazzi Text Box August 30, 2024 jgaleazzi

D=21.34 L=391.14' R=1050.00°

S32°41'02"E843.61'

S54°01'39"E 386.13'

PC

: 1

4+

.2

M id

: 1 6+

.7

PT

: 1

8+

.3

"M" 14+00 "M" 15+00 "M" 16+00 "M" 17+00

"M" 18+00

"M" 19+00

"M" 20+00

"M" 21+00

D

EL

EV

AT

IO

N

13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50

13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50

-0.50%

2.25%

0.50%

G R

AD

E

BR

EA

K

ST

A

+9

4.

EL

EV

.8

PVI STA: 14+82.82

PVI ELEV: 144.58

K: 66.67

LVC: 120.00

HIGH POINT STA.:15+09.49

HIGH POINT ELEV.:144.37'

BV

C

S:

4+

.8

BV

C

E:

.8

EV

C

S:

5+

.8

EV

C

E:

.2

PVI STA: 19+94.97

PVI ELEV: 147.31

K: 68.57

LVC: 120.00

HIGH POINT STA.:20+54.97

HIGH POINT ELEV.:147.61'

BV

C

S:

9+

.9

BV

C

E:

.9

EV

C

S:

0+

.9

EV

C

E:

.6

PVI STA: 18+02.82

PVI ELEV: 142.98

K: 65.45

LVC: 180.00

LOW POINT STA.:17+45.55

LOW POINT ELEV.:143.35

BV

C

S:

7+

.8

BV

C

E:

.4

EV

C

S:

8+

.8

EV

C

E:

.0

59 LF 18 PVC Pipe @ S=1.26%109 LF 18 PVC Pipe @ S=0.92%

46 LF 15 PVC Pipe @ S=0.76%

302 LF 18 PVC Pipe @ S=0.66%

RIM = 144.04±

18" IE IN (NW) 131.20

15" IE IN (SW) 133.00

18" IE OUT (SE) 131.00

48" Manhole14+76

9.71' LT RIM = 143.84±

18" IE IN (NW) 130.00

18" IE IN (SE) 130.00

24" IE OUT = 129.00±

Extg. 60" Manhole 15+83

9.69' LT.

ST-05

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

SHEET TITLE

WWW.DOWL.COM

5 Centerpointe, Ste. 350 Lake Oswego, Oregon 97035

503-620-6103

WWW.DOWL.COM

CONSTRUCTION NOTES

MARINE DRIVE NW

APPLEGATE

ROADWAY

IMPROVEMENTS

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2026

SE

E

SH

T

ST

-0

M

AT

C

H

LI

N E

ST

A

+5

SE

E

SH

T

ST

-0

M

AT

C H

LI

N

E

ST

A

+5

8/

/2

:5 8:

P

M C

:\d ow l_ pw

\d

5\

ST

-0 5.

dw g

(S T-ta b)

PROFILE GRADE

AT ℄

EXISTING GROUND AT ℄

PERM. PUBLIC

UTILITY EASEMENT

PERM. PUBLIC UTILITY

EASEMENT

R/W

R/W

CONNECT TO EXISTING STORM OUTFALL

SYSTEM.

CONSTRUCT (X)" DIA. STORM MANHOLE

PER STD. PLAN 101

MARINE DRIVE NW

14+76, 9.71' LT.

MARINE DRIVE NW

STREET AND

STORMWATER

PLAN AND PROFILE

CONSTRUCT (X') WIDE DRIVEWAY APPROACH

PER STD. PLAN 301A AND DETAILS ON SHEET

DW-02.

CONSTRUCT TYPE 'A', PCC CURB AND GUTTER

PER TYP. SECTIONS AND STD. PLAN 303.

CONSTRUCT SIDEWALK, 4" OF PCC OVER 2" OF

1"-0 AGGREGATE BASE PER TYP. SECTIONS

AND STD. PLAN 306A.

CONSTRUCT SIDEWALK, 4" OF PCC OVER 2" OF

1"-0 AGGREGATE BASE PER TYP. SECTIONS

AND STD. PLAN 306B.

CONSTRUCT (X') WIDE DRIVEWAY APPROACH

PER STD. PLAN 302 AND DETAILS ON SHEET

DW-02.

RECONDITION EXISTING AGGREGATE

BASE. CONSTRUCT PAVED DRIVEWAY,

LEVEL 3, 12" DENSE HMAC, 4" THICK.

CONSTRUCT 18" STORM LINE. CONNECT

TO EXISTING STORM SYSTEM. CAP END

FOR FUTURE CONNECTION.

2-24

1-X

54 3

8-48

1-24

2-X

8-X

"M" LINE

EXISTING

WATERLINE

EXISTING

WATERLINE

CONNECT TO EXISTING STORM LINE AT

RIGHT OF WAY.10

EXISTING JOINT

UTILITY TRENCH

10'

10'

END SIDEWALK RT

"M" 15+90.00 END ROAD CONSTRUCTION

AND SIDEWALK LT

"M" 16+34.50 jgaleazzi Text Box August 30, 2024 jgaleazzi

14+50 15+00 16+00 16+10

14+50 15+00 15+50 16+00 16+10

"M " L

IN

E

EO

T

"M " 9

+5 8.

, 1

6.

' R T

FG=-4.80%

FG=-3.80%

FG=-1.50%

FG=-8.42%

G

R

AD

E

BR

EA

K

ST

A

+4 0.

EL

EV

.1

G R

AD

E

BR

EA

K

ST

A

+9

7.

EL

EV

.4

G R

AD

E

BR

EA

K

ST

A

+8

1.

EL

EV

.2

G R

AD

E

BR

EA

K

ST

A

+7

1.

EL

EV

.6

G R

AD

E

BR

EA

K

ST

A

+5

6.

EL

EV

.8

CROSSWALK

"H" 15+00 "H" 14+50

"H" 15+50

PI

: 2

0+

.4

PI

: 2

0+

.9

PI

: 2

0+

.2

PC

: 2

0+

.5

20+00

+8

20+50.00

20+00 20+84

20+00 20+50 20+84

-12.99%

GRADE BREAK STA = 20+36.00

ELEV = 147.88

GRADE BREAK STA = 20+84.17

ELEV = 141.62

-9.33%

ST-06

7654321

F

E

D

C

B

A

7654321

HORIZ DATUM:

HORIZ SCALE:

REVISIONS

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

ENG

CAD

AS SHOWN

PN: 722514-1

SHEET OF 36

DESCRIPTIONNO. DATE BY

DATE SIGNED:

CERTIFICATE EXPIRES: June 30, 2025

SHEET PREPARED BY:

S…