7-Exhibit G(1) Project Drawings 1TBKE SUPs - Bear Creek.pdf

WM

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FM

SD

W

CO

BENCHMARK (FOUND)

BENCHMARK (SET)

CATCH BASIN

CLEANOUT

CONCRETE

CONIFEROUS TREE

CONTROL MON

CULVERT

DECIDUOUS TREE

DITCH INLET

DRYWELL

GAS METER

GAS VALVE

GRAVEL

GUY WIRE

HANDICAP

MAILBOX

MONUMENT (FOUND)

MONUMENT (SET)

RAILROAD CROSSING ARM

SANITARY MANHOLE

SIDEWALK

SIGN

STORM MANHOLE

TELEPHONE RISER

TELEPHONE MANHOLE

TRAFFIC SIGNAL CONTROL BOX

TRAFFIC SIGNAL W/ MAST ARM

UTILITY POLE

UTILITY POLE/LIGHT

UTILITY VAULT W/ MANHOLE

WATER AIR RELEASE VALVE

WATER BELL JOINT

WATER BLIND FLANGE

WATER BLOW OFF VALVE

WATER BUTTERFLY VALVE

WATER CHECK VALVE

WATER COMBINATION AIR

RELEASE VALVE

WATER DOUBLE DETECTOR

CHECK VALVE

WATER FIRE DEPT CONNECTION

WATER FIRE HYDRANT

WATER FLANGED GATE VALVE

WATER FLANGED BY MECHANICAL

JOINT GATE VALVE

WATER GATE VALVE

WATER MECHANICAL JOINT

WATER METER

WATER PRESSURE REDUCING VALVE

WATER PRESSURE REGULATOR/SUSTAINING

WATER PRESSURE RELIEF VALVE

WATER RESTRAINED MECHANICAL JOINT

WATER SAMPLE STATION

WATER SINGLE DETECTOR CHECK VALVE

WATER THRUST BLOCK (STRADDLE)

WATER THRUST BLOCK

BANK (BOTTOM)

BANK (TOP

CABLE TV

CANAL

CENTERLINE

DITCH (CENTER)

EDGE OF CONCRETE

EDGE OF GRAVEL

EDGE OF PAVEMENT

EASEMENT

FENCE (OTHER)

FENCE (SILT)

FENCE (STEEL)

FENCE (WOOD)

FIBER OPTICS

FORCE MAIN

GAS

GRADE BREAK

GUARDRAIL

IRRIGATION

JERSEY BARRIER

PAVEMENT REPAIR

PROPERTY BOUNDARY

PROPERTY SETBACKS

POWER

POWER (OVERHEAD)

RAILROAD

RIVER

SANITARY SEWER

STORM DRAIN

STRIPING

TELEPHONE

WATER

TREE TO BE REMOVED

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED SLOPE LINE (CUT)

PROPOSED SLOPE LINE (FILL)

TEMPORARY CONSTRUCTION EASEMENT (TCE)

PATTERNED COLORED CONCRETE

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710 NW WALL ST.

BEND, OR 97702

PHONE: (541) 388-5570

LEGEND: APPROVALS:

CITY OF BEND ENGINEER:______________________________

NOTE: SIGNATURE DOES NOT GRANT APPROVAL TO COMMENCE CONSTRUCTION.

SITE PLAN

SCALE: 1"=400'

VICINITY MAP

SCALE: N.T.S.

BEND BIKEWAYS

NE BEAR CREEK RD.

SHARED-USE PATH

FEBRUARY, 2026

CITY PROJECT NO. 1 TBKE

CITY OF BEND, DESCHUTES COUNTY, OREGON

OWNER:

CITY OF BEND

G1 COVER SHEET

G2 CONSTRUCTION NOTES

EC1 THRU EC3 EROSION CONTROL

D1 DEMOLITION PLANS

RD1 THRU RD3 ROADWAY DETAILS

TS1 THRU TS2 TYPICAL SECTIONS

RW1 RETAINING WALLS

C1 SHARED-USE PATH PLANS

GR1 THRU GR4 GRADING DETAILS

ST1 THRU ST2 SIGNING AND STRIPING PLANS

L1 THRU L2 LANDSCAPE PLANS

SHEET INDEX:

FADED BLACK FEATURES ARE EXISTING (EXCEPT FOR FOUND MONUMENTS)

STA. "B-C" 10+87.28

BEGINNING OF PROJECT

END OF PROJECT

STA. "B-C" 18+63.34

SHT. C1

PROJECT

AREA

SHT. C1

NE MATSON RD.

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SE RAMSAY RD.

SE VIRGINIA RD.

SE RIVIERA DR.

SE CESSNA DR.

NE BEAR CREEK RD.

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R-3 CONCRETE CURB

R-4A SUP/SIDEWALK, SETBACK

R-4B SUP/SIDEWALK, CURB-TIGHT

R-5C FULLY LOWERED CURB-TIGHT DRIVEWAY

R-6 CURB RAMP NOTES

R-6A PERPENDICULAR CURB RAMP

R-6C CURB RAMP DETAILS

R-48 PRIMARY TRAIL

STRM-14 EXISTING CB PAVEMENT RESURFACING

NO.

ODOT STANDARD DRAWINGS

TITLE

RD1070 CONCRETE TRUCK WASHOUT

E-4 WATTLES

E-3 TREE/VEGETATION PROTECTION FENCING

E-2C CURB INLET PROTECTION

E-2B GRATED INLET PREFABRICATED FILTER INSERT

RD815 CHAIN LINK FENCE

NO. TITLE

2/

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1. CONTRACTOR SHALL VERIFY ALL CONDITIONS ON THE JOB SITE INCLUDING BUT NOT LIMITED TO, ALL DIMENSIONS, GRADES, ELEVATIONS, EXTENT AND COMPATIBILITY TO THE EXISTING SITE CONDITIONS, AND WITH THE WORK DESCRIBED ON THE ENGINEER'S DRAWINGS. ANY DISCREPANCIES OR UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY.

CONTRACTOR SHALL NOT PROCEED WITH ANY OF THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, THEN IT IS UNDERSTOOD THAT THE CONTRACTOR IS CHOOSING TO PROCEED AT THE CONTRACTOR'S OWN RISK AND SHALL INCUR ALL COSTS, IF ANY TO

RESOLVE THE ISSUES TO THE SATISFACTION OF THE ENGINEER.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND LOCATE SERVICE" AT 1-800-332-2344 AT LEAST 48 BUSINESS-DAY HOURS PRIOR TO THE START OF CONSTRUCTION FOR THE LOCATION OF POWER, GAS, CABLE TV AND TELEPHONE UNDERGROUND FACILITIES. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE

APPROPRIATE PUBLIC AGENCY FOR THE LOCATION OF UNDERGROUND FACILITIES.

3. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. NO POTHOLING TO VERIFY LOCATIONS AND ELEVATIONS HAS BEEN PERFORMED. THE CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY THE UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 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 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE

TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)232-2987.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CURRENT CITY STANDARDS AND SPECIFICATIONS AND CURRENT GRADING ORDINANCE. ALL SUBGRADE MATERIAL SHALL BE CONSIDERED CLASS A AND COMPACTED TO 95% OF OPTIMUM DENSITY. AS SPECIFIED IN THESE PLANS, ALL FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION PER

THE CITY TESTING REQUIREMENTS.

5. ALL FINAL CUT SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED.

FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

6. ALL UNSUITABLE SOILS MATERIALS, RUBBISH AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED

FROM THE JOB SITE AND DISPOSED OF PROPERLY.

7. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

CAUSED BY DUST RESULTING FROM CONSTRUCTION.

8. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE CITY AND DESCHUTES COUNTY AND THEIR OFFICIALS, THE ENGINEER, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY

REGULATIONS.

9. ALL WORK SHALL BE PERFORMED BY A CITY APPROVED CONTRACTOR.

CONSTRUCTION NOTES:

1. HOLD A PRE-CONSTRUCTION MEETING THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL

MEASURES AND CONSTRUCTION LIMITS.

2. THE EROSION AND SEDIMENT CONTROL (ESC) PLAN MUST BE KEPT ONSITE AT ALL TIMES WHEN WORK IS OCCURRING.

3. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS.

4. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED IN ORDER TO BEST MINIMIZE THE POTENTIAL FOR

EROSION AND SEDIMENTATION CONTROL PROBLEMS:

a. FENCE OR FLAG AREAS TO BE PROTECTED OR LEFT UNDISTURBED DURING CONSTRUCTION;

b. INSTALL GRAVELED OR PAVED CONSTRUCTION ENTRANCES, EXITS, AND PARKING AREAS TO REDUCE THE TRACKING

OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS;

c. CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY ESC BMPS;

d. INSTALL TEMPORARY ESC BMPS, CONSTRUCTING SEDIMENT TRAPPING BMPS AS ONE OF THE FIRST STEPS PRIOR TO

GRADING;

e. CLEAR, GRUB AND ROUGH GRADE FOR ROADS AND UTILITY LOCATIONS;

f. CLEAR, GRUB AND GRADE INDIVIDUAL LOTS OR GROUPS OF LOTS;

g. TEMPORARILY STABILIZE, THROUGH RE-VEGETATION OR OTHER APPROPRIATE BMPS, LOTS OR GROUPS OF LOTS IN

SITUATIONS WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE A RESULT OF THE SITE GRADING;

h. CONSTRUCT ROADS, BUILDINGS, PERMANENT STORMWATER FACILITIES (I.E. INLETS, PONDS, UIC FACILITIES, ETC.);

i. PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE BMPS;

j. REMOVE TEMPORARY ESC CONTROLS WHEN PERMANENT STORMWATER FACILITIES HAVE BEEN INSTALLED, ALL

LAND-DISTURBING ACTIVITIES HAVE CEASED, AND VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED ON THE

ACCEPTED ESC PLAN.

5. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM

EXTENT AND DURATION PRACTICAL.

6. INSPECT ALL ROADWAYS ADJACENT TO THE CONSTRUCTION ACCESS ROUTE AT THE END OF EACH DAY. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE CONSTRUCTION SITE MUST BE CLEANED UP WITHIN 24 HOURS AND STABILIZED BACK ON THE SITE OR PROPERLY DISPOSED. THE CAUSE OF SEDIMENT RELEASE MUST BE IDENTIFIED AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENT AND SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM

SEWERS, DRAINAGE WAYS, OR WATER BODIES.

7. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION. CONTROL

FUGITIVE DUST FROM CONSTRUCTION ACTIVITY.

8. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING STOCKPILES), WHETHER AT FINAL GRADE OR NOT, WITHIN 10 CALENDAR DAYS DURING THE REGIONAL DRY SEASON (JULY 1 THROUGH SEPTEMBER 30) AND WITHIN 5 CALENDAR DAYS

DURING THE REGIONAL WET SEASON (OCTOBER 1 THROUGH JUNE 30).

9. PROTECT INLETS, DRYWELLS, CATCH BASINS AND OTHER STORMWATER MANAGEMENT FACILITIES FROM SEDIMENT, WHETHER OR NOT FACILITIES ARE OPERABLE.

10. KEEP ROADS ADJACENT TO INLETS CLEAN.

11. INSPECT INLETS WEEKLY AT A MINIMUM AND DAILY DURING STORM EVENTS. CLEAN OR REMOVE AND REPLACE INLET

PROTECTION DEVICES BEFORE SIX INCHES OF SEDIMENT CAN ACCUMULATE.

12. INSTALL SEDIMENT CONTROLS ALONG THE SITE PERIMETER ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE

BEFORE COMMENCING EARTH DISTURBING ACTIVITIES.

13. WHENEVER POSSIBLE, CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHOULD BE OPERATIONAL BEFORE THE CONSTRUCTION OF

IMPERVIOUS SITE IMPROVEMENTS.

14. STOCKPILE MATERIALS (SUCH AS TOPSOIL) ONSITE, KEEPING OFF OF ROADWAY AND SIDEWALKS.

15. COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCT, AND NON-INERT WASTES PRESENT ONSITE FROM VANDALISM. MAINTAIN A SUPPLY OF MATERIALS ON HAND TO ADDRESS AND CONTAIN SPILLS.

16. LOCATE DESIGNATED VEHICLE AND EQUIPMENT SERVICE AREAS, FUEL, AND MATERIALS AWAY FROM DRAINAGE INLETS, WATERCOURSES, AND CANALS. PROPERLY CONTAIN AREAS USING BERMS, SANDBAGS, OR OTHER BARRIERS.

17. REGULARLY INSPECT AND MAINTAIN EQUIPMENT, ESPECIALLY FOR DAMAGED HOSES AND LEAKY GASKETS. CONDUCT MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES (I.E. OIL CHANGES, FUEL TANK DRAIN DOWN, ETC) THAT MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS.

CLEAN ALL CONTAMINATED SURFACES IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. PERFORM REPAIRS

ONSITE USING TEMPORARY PLASTIC OR OIL ABSORBING BLANKETS BENEATH THE VEHICLE.

18. APPLY LANDSCAPING OR AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, IN SUCH A MANNER, AND AT APPLICATION RATES, THAT INHIBITS THE LOSS OF CHEMICALS INTO STORMWATER RUNOFF FACILITIES.

19. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF THE BMPS.

20. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED.

PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE REMOVAL PROCESS.

EROSION CONTROL AND STORMWATER POLLUTION PREVENTION GENERAL NOTES:

NO.

CONTROL POINTS

NORTHING

BASIS OF BEARINGS AND ELEVATIONS

BEARING FOR THESE PLANS ARE BASED ON THE CENTRAL

OREGON COORDINATE SYSTEM.

ELEVATION ARE BASED ON THE NAVD88 ELEVATION DATUM.

EASTING ELEVATION DESCRIPTION

19 GCP-MN

20 GCP-MN

21 CP-MN

22 CP-MN

23 CP-MN

24 CP-MN

25 CP-MN

10001 BASE-MN

383354.000

383195.731

383368.766

383294.699

383239.706

383318.723

383271.859

383281.924

383290.810

3300723.340

3301463.067

3301905.580

3300709.604

3301122.362

3301416.197

3301902.365

3301595.229

3300841.142

3677.458

3672.477

3666.666

3675.065

3673.160

3671.283

3667.659

3670.636

3673.890

GCP-MN

CITY OF BEND STANDARD DRAWINGS

11/01/2024

DATE

11/01/2024

11/01/2024

11/01/2024

03/23/2023

11/01/2024

11/01/2024

11/01/2024

01/31/2022

01/31/2022

01/31/2022

01/31/2022

03/31/2019

1. GRS RETAINING WALLS ARE DESIGNED PER THE DESIGN AND CONSTRUCTION GUIDELINES FOR GEOSYNTHETIC REINFORCED SOIL ABUTMENTS AND INTEGRATED BRIDGE SYSTEMS, PUBLICATION NO. FHWA-HRT-17-080, JUNE 2018.

2. PROVIDE GRS FABRIC MIRAFIHPS70, US4800/30, OR WINFAB 570HO, IF APPROVED BY THE ENGINEER, ANOTHER

EQUIVALENT FABRIC MAY BE USED.

3. GRS RETAINING WALLS DESIGNED ASSUMING AN ALLOWABLE BEARING CAPACITY OF 2.5 KSF. CONTRACTOR TO CONFIRM

ASSUMED BEARING CAPACITY CAN BE ACHIEVED PRIOR TO CONSTRUCTION.

GRS RETAINING WALL SYSTEM:

SEDIMENT FENCE DETAIL 01/31/2022E-1

R-7 PSST ANCHOR BASE FOUNDATION 01/31/2022

R-7A PSST SLIP BASE FOUNDATION 01/31/2022

R-9 STANDARD STREET SIGN PLACEMENT 01/31/2022

R-42A PAVEMENT MARKINGS 01/31/2022

R-43 PAVEMENT MARKINGS - BIKE 11/01/2024

R-45 INTERSECTION PAVEMENT MARKING LAYOUT 01/31/2022

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SUBGRADE

SUBGRADE

SURFACE TO BE WEED- FREE

PRIOR TO PLACEMENT OF

COMPOST AND PREPARED TO

SPECS SECTION 01040.48

COMPOST MULCH

2" COMPOST (USING MEDIUM COMPOST)

PERMANENT SEEDING (SEE SPECS SECTION 01030)

2" COMPOST (USING MEDIUM COMPOST)

APPLICATION - MULCH IN SEEDING AREAS

(NOT TO SCALE)

APPLICATION - TEMPORARY MULCH

IN LANDSCAPED AREAS

(NOT TO SCALE)

SURFACE TO BE WEED- FREE

PRIOR TO PLACEMENT OF

COMPOST AND PREPARED TO

SPECS SECTION 01040.48

NOTE:

SEE LANDSCAPE PLANS FOR PERMANENT

APPLICATIONS INCLUDING SEEDING, BARK MULCH AND

PLANTINGS.

NOTE:

SEE LANDSCAPE PLANS FOR PERMANENT SEEDING.

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L

EC2

N O

S C

AL

E

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2\

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AD

\S H

EE

TS

\L A\

FR

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1.

ER

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O N

-B N

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2-

BC

.D

W G

ER

O

SI

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O N

TR

O

L D

ET

AI

LS

C1

.E

RO

SI

ON

-B

ND

X0

2-B C.

DW

G

2/

/2

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

D

YH

CB

C B

C B

X X X X X X X

10+00 11+00 12+00 13+00 14+00

36793681

36833684

86 36

366936

71 36

10+00 11+00 12+00 13+00 14+0010+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

DY

H

CB

CB

15+00 16+00

17+00

18+00 19+00

73 3674 36

723673

367136

15+00 16+00

17+00

18+00 19+00

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

16+50

17+00 17+50 18+00 18+50 19+00

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

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F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

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N D

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A Y

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O . 1

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K E

A E

M

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Ph on e:

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1TBKE

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OREGONJAGAV I

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EXPIRES 12-31-2026

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EC3

1"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

FR

AN

KL

IN

_B

EA

R C

R

EE

K\ C

1.

ER

O

SI

O N

-B N

D X0

2-

BC

.D

W G

G R

AD

IN

G A

N D

E R

O

SI

O N

C O

N

TR

O L

PL

AN

C1 .E

RO

SI

ON

-B

ND

X0

2-B

C.

DW

G

"B-C" LINE

NE BEAR CREEK RD.

EXIST. R/W

N E

A

LP

E N

V

IE

W L

A N

E

EXIST. R/W

EXIST. R/W

EXIST. R/W

40'20'0

SCALE: 1" = 20'

10'

EROSION CONTROL NOTES

LEGEND

STRAW WATTLE

INLET PROTECTION

FILL SLOPE

CUT SLOPE

PROPOSED 1' CONTOURS

EXISTING 1' CONTOURS

XXXX

XXXX

EXIST. R/W

NE BEAR CREEK RD.

EXIST. R/W

40'20'0

SCALE: 1" = 20'

10'

FILL SLOPE

"B-C" LINE

EXIST. R/W

EXIST. R/W

N E

C R

A V

E N

R D

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

BE

LO

W L

EF

T

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

AB

O

VE

R

IG

H

T

CUT SLOPE

TREE PROTECTION FENCING

SEDIMENT FENCE

CONSTRUCT SEDIMENT FENCE

(PER COB STD. DWG. E-1)

INSTALL INLET PROTECTION, BIO-FILTER BAG

(PER COB STD. DWG. E-2C)

INSTALL INLET PROTECTION, FILTER INSERT

(PER COB STD. DWG. E-2B)

CONSTRUCT STRAW WATTLE

(PER COB STD. DWG. E-4)

CONSTRUCT TREE / VEGETATION PROTECTION

FENCING

(PER COB STD. DWG. E-3 & SPECS SECTION

00320.40(B).)

INSTALL INLET PROTECTION, BIO BAG TYPE 1 IN

GUTTER FLOWLINE

(PER COB STD. DWG. E-2C)

NOT USED

APPLY TEMP COMPOST MULCH TO EXPOSED SOILS

(SEE SHEET EC1 FOR DETAIL)

APPLY TEMP STRAW MULCH TO EXPOSED SOILS

PER SOIL EXPOSURE LIMITATIONS

(SEE SPECS SECTION 00280.42)

4 5 4 91

5 5

5 59

PROP. RETAINING WALL, TYP.

SEE RW SHEETS

PROP. CITY

STANDARD

CURB, TYP.

PROP. SAWCUT, TYP.

EXIST. CURB, TYP.

EDGE OF PROP. ASPHALT

SHARED-USE PATH, TYP.

COMPOST MULCH

PATTERNED COLORED

CONCRETE

PROP. CITY

STANDARD

CURB, TYP.

PROP. SAWCUT, TYP.

EXIST. CURB, TYP.

EDGE OF PROP. ASPHALT

SHARED-USE PATH, TYP.

2/

/2

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

COID ESMT

ASHPALT PAVEMENT

CONCRETE PAVEMENT

9 99

BIO BAG

EXIST. R/W

EXIST. R/W

EXIST. R/W

4 54

GENERAL NOTES:

1. CONSTRUCT CONCRETE TRUCK WASH OUT -

FIELD LOCATE AS DIRECTED OR APPROVED

(PER ODOT STD. DWG. RD1070)

D

YH

CB

C B

C B

IR

R

IR

R

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

10+00 11+00 12+00 13+00 14+00 80'

2'

80' 60'

30'

30'

140 NE ALPENVIEW LN

171234CC00500

1750 NE BEAR CREEK RD

171234CC00400

GAS STRUCTURE

DY

H

CB

CB

15+00 16+00

17+00

18+00 19+00

1750 NE BEAR CREEK RD

171234CC00400

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

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K E

A E

M

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D1

1"

0'

P:

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2\

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\S H

EE

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\R H

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C 1.

D

EM

O -B

N D

X0

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BC

.D W

G

D

EM

O

LI

TI

O

N P

LA

N

C1 .D

EM

O-

BN

DX

-B C.

DW

G

"B-C" LINE

NE BEAR CREEK RD.

EXIST. R/W

N E

A

LP

E N

V

IE

W L

A N

E

EXIST. R/W

EXIST. R/W

EXIST. R/W

40'20'0

SCALE: 1" = 20'

10'

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

BE

LO

W L

EF

T

DEMOLITION NOTES

SAWCUT EXIST. AC AND/OR CONCRETE

(8-INCH DEPTH TYPICAL IN ROADWAY)

2 PROTECT EXIST. CURB

M

AT

C

H L

IN

E

ST

A.

"B -C

" 1 4+

SE

E

AB

O

VE

R

IG

H T

EXIST. R/W

NE BEAR CREEK RD.

EXIST. R/W

40'20'0

SCALE: 1" = 20'

CUT SLOPE

10'

"B-C" LINE

EXIST. R/W

EXIST. R/W

N E

C R

A V

E N

R D

FUTURE SHARED-USE PATH

(BY OTHERS)

LEGEND

EXTG. DECIDUOUS TREE

EXTG. JUNIPER OR CEDAR TREE

EXTG. PINE, SPRUCE OR

HEMLOCK TREE

FILL SLOPE

CUT SLOPE

REMOVE EXISTING TREE

WALL REMOVAL

REMOVE EXTG. ASPHALT, BASE

MATERIALS AND OTHER

UNCLASSIFIED MATERIAL

REMOVE EXTG. CONCRETE, BASE

MATERIALS AND OTHER

UNCLASSIFED MATERIAL

REMOVE EXTG. GRAVEL SURFACE,

BASE MATERIAL AND OTHER

UNCLASSIFIED MATERIAL

CLEARING AND GRUBBING

REMOVE EXTG. CURB

3 PROTECT EXIST. TREE

4 REMOVE EXIST. RETAINING WALL

5 PROTECT EXIST. FENCE

6 PROTECT EXIST. INLET

7 REMOVE EXIST. FIRE HYDRANT ASSEMBLY,

PLUG TEE AT MAIN

8 PROTECT EXIST. GAS LINE

USE EXTREME CAUTION

9 REMOVE EXIST. WATER METER,

RELOCATE PER C SHTS

10 PROTECT EXIST. WATER SERVICE LINE

98 3 3

PROTECT EXIST. TRAFFIC SEPARATOR

12 RELOCATE EXIST. UTILITY POLE (BY OTHERS)

13 PROTECT EXIST. TIMBER FENCE

14 PROTECT EXIST. GUY WIRE

15 PROTECT EXIST. GAS VALVE

USE EXTREME CAUTION

18 PROTECT EXIST. IRRIGATION CONTROL

VALVE

20 PROTECT EXIST. GAS BLOWOFF AND

BOLLARDS

USE EXTREME CAUTION

15 18 12 8 5

1 2 6

13 13

15 8

SAWCUT

60'

30'

30'

EXIST. CURB

2'

EXIST. BACK

OF SIDEWALK

30'

30'

87'

30'

57'

EXIST. CURB

7.7'

EXIST. CURB EXIST. BACK

OF SIDEWALK

4'

LA

R

K S

P U

R T

R A

IL

CUT SLOPE

FILL SLOPE

GENERAL NOTES

1. ALL CONCRETE CURBS AND SIDEWALKS

IDENTIFIED FOR REMOVAL SHALL BE

REMOVED TO THE CLOSEST CONTROL

JOINT, UNLESS OTHERWISE NOTED IN

THESE PLANS.

2. SEE SIGNING AND STRIPING (SHEETS ST1

THRU ST2) FOR SIGN REMOVALS.

3. PROTECT TREES AND UTILITIES UNLESS

OTHERWISE NOTED ON PLANS.

4. REMOVAL AND PROTECTION OF TREES IS

AN ESTIMATE. CONTRACTOR SHALL WALK

THE SITE WITH A CERTIFIED ARBORIST

AFTER SLOPE STAKING HAS BEEN

PROVIDED TO IDENTIFY REMOVAL AND

PRESERVATION OF TREES.

2/

/2

CUT SLOPE

21 PROTECT EXIST. FENCE POST

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

FILL

SLOPE

EXISTING GAS LINE

CONTRACTOR TO

USE EXTREME

CAUTION

22 PROTECT EXIST. IRRIGATION VALVE

EXISTING GAS LINE

CONTRACTOR TO

USE EXTREME

CAUTION

2' 2.1'

COID ESMT.

2'

9' 8'

2' 11'

EXIST. R/W

EXIST. R/W

4'

CUT SLOPE

FILL SLOPE

CUT SLOPE

TCAA LIMIT

CONTRACTOR TO LOCATE COID IRRIGATION

LINE PRIOR TO CONSTRUCTION AND VERIFY

18-INCHES CLEAR FROM PROPOSED

RETAINING WALL CAN BE ACHIEVED

SHALLOW GAS AT 1.4' +/-

DEPTH. CONTRACTOR TO

CONFIRM LOCATION PRIOR

TO CONSTRUCTION AND USE

EXTREME CAUTION

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

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IK

E W

A Y

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O . 1

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K E

A E

M

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RD1

N .T

.S

P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \F

R A

N K

LI

N

_B E

A R

C R

E E

K \C

.D

E T

A

IL

S -B

N D

X

-B

C .D

W G

R O

A D

W A

Y D

E T

A

IL

S C3

0.

DE

TA

IL

S-

BN

DX

-B

C.

DW

G

2/

/2

NOT TO SCALE

GRS RETAINING WALL DETAIL 1

B = GEOTEXTILE

REINF. LENGTH

2' -0

W A

LL

H

E

IG

H T

H

SEE NOTE #3

TYPE CL-4 FENCE, 48" HT.

PER ODOT STD. DWG

RD815. WALL 1 ONLY

"AB CLASSIC"

ALLAN BLOCK

RETAINING WALL

OR APPROVED

EQUAL

M

IN

GRS GEOTEXTILE

REINF. SPACED

WITH 12" LIFTS

IMPORTED GRANULAR

(1" MINUS) COMPACTED

CRUSHED ROCK

TOP OF WALL

BOTTOM OF WALL

NOTES:

1. SEE SHT. RW1 FOR WALL HEIGHTS, "H"

2. GEOGRID REINFORCEMENT LENGTH "B" = 1.0*H

3. BLOCKOUT AREA FOR ODOT STD. DWG. RD815 POSTS. BEFORE INSTALLATION OF GRS SYSTEM.

N E

B E

A R

C R

E E

K R

D

S H

A R

E D

-U S

E P

A T

H

1'

EXIST.

GROUND

(APPROX.)

NOT TO SCALE

ODOT STANDARD DRAWING - CHAIN LINK FENCE 2

6" MIN

TYP

6" MIN

GRAVEL LEVELING PAD

UNDISTURBED EXISTING EARTH

TOE DRAIN, 4-INCH PERFORATED PIPE

CONSTRUCT WHERE WALL HEIGHT

EXCEEDS 18-INCHES

DAYLIGHT AT INTERVALS AS REQUIRED BY

MANUFACTURER RECOMMENDATIONS

NOT TO SCALE

VARIABLE HEIGHT RETAINING CURB DETAIL 3

6"

VARIES

#4 REBAR CONT.

@ 24" O.C. 3/4" RADIUS, TYP.

6:1 BATTER

SIDEWALK

FINISH GRADE

EXIST. GROUND

#4 REBAR @ 24" O.C.

REPLACE IN KIND AS NEEDED

TO JOIN EXISTING, 2:1 MAX. SLOPE

V A

R

IE

S

0" T

O

8"

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

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A Y

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0C A

D \S

H E

E T

S \R

H \F

R A

N K

LI

N

_B E

A R

C R

E E

K \C

.S

T D

D E

T A

IL

S

-B N

D X

-B C

.D W

G

R O

A D

W A

Y D

E T

A

IL

S C3

0.

ST

DD

ET

AI

LS

-B

ND

X0

2-

BC

.D W

G

2/

/2

N E

B E

A R

C R

E E

K R

D

S H

A R

E D

-U S

E P

A

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

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1TBKE

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OREGONJAGAV I

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SEFORPDERE N

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RD3

N .T

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P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \F

R A

N K

LI

N

_B E

A R

C R

E E

K \C

.S

T D

D E

T A

IL

S

-B N

D X

-B C

.D W

G

R O

A D

W A

Y D

E T

A

IL

S C3

0.

ST

DD

ET

AI

LS

-B

ND

X0

2-

BC

.D W

G

2/

/2

N E

B E

A R

C R

E E

K R

D

S H

A R

E D

-U S

E P

A

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

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K E

A E

M

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Ph on e:

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1TBKE

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OREGONJAGAV I

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SEFORPDERE N

63117PE

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21 , 2021

EL

EXPIRES 12-31-2026

L

N .T

.S

P:

\B

\B N

D X0

2\

C

AD

\S H

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TS

\R H

\F R

AN

KL

IN

_B

EA

R

C R

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K\

C

.T

YP

SE

C

TI

O

N S-

BN

D

X0

2-

BC

.D W

G

TY

PI

C

AL

S

EC

TI

O

N S

C1 0.T

YP

SE

CT

IO

NS

-B

ND

X0

2-B

C.

DW

G

TS1

"B-C" LEFT R/W CENTERLINE OFFSET

START STATION END STATION LEFT R/W (FT)

10+91.4 13+30.7 38 - 42 13+30.7 16+38.3 30 16+38.3 16+42.6 30 - 53 16+42.6 18+63.5 52 - 53

TYPE CL-4 FENCE, 48" HT.

PER ODOT STD. DWG. RD815

10.0' SHARED-USE PATH

1.5% TYP

1.0'

EXIST.

R/W

2SEE C SHEETS FOR SLOPE

LINES.

2/

/2

"AB CLASSIC" ALLAN BLOCK

RETAINING WALL WITH

GEOTEXTILE REINFORCING

OR APPROVED EQUAL

SEE RW SHEETS FOR

WALL HEIGHTS.

"B-C SUP"

ALIGN

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

18.0'

CITY STANDARD CURB

PER COB STD. DWG. R-3

E=7", H=16"

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 10"

8" LEVEL 3 ACP, 1/2" DENSE

MAXIMUM LIFT = 3"

MINIMUM LIFT = 2"

SAWCUT

VARIES

2.0' TO 4.0'

SEE LEFT R/W TABLE, THIS SHEET

PATTERNED COLORED

CONCRETE, 6" DEPTH

PER COB STD DWG R-24

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 6"

3.5'

"B-C SUP"

STA 12+06.5 TO 12+85.0

STA 12+85.0 TO 13+26.7*

SEE LEFT R/W TABLE, THIS SHEET

18.0' +/-

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSEAGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

EXIST.

R/W

10.0'

VARIES 8.0' TO 10.0'*

SHARED-USE PATH

3.0'

VARIES 0.0' TO 3.0'*

1.5% TYP

1.0'

TYPE CL-4 FENCE, 48" HT.

PER ODOT STD. DWG. RD815

WHERE SHOWN ON PLANS

"B-C"

BEAR CREEK RD

LC

"AB CLASSIC" ALLAN BLOCK

RETAINING WALL WITH

GEOTEXTILE REINFORCING

OR APPROVED EQUAL

SEE RW SHEETS FOR

WALL HEIGHTS.

"B-C SUP"

ALIGN

SURFACING VARIES

SEE SURFACING TABLE

MATCH APPLICABLE

PAVEMENT SECTIONS

0.5'

EXIST. CURB

1.5% TYP

"AB CLASSIC" ALLAN BLOCK

RETAINING WALL WITH

GEOTEXTILE REINFORCING

OR APPROVED EQUAL

SEE RW SHEETS FOR

WALL HEIGHTS

EXIST.

R/W

"B-C SUP"

STA 13+26.7 TO 14+20.0

SEE LEFT R/W TABLE, THIS SHEET

18.0'±8.0'

SHARED-USE PATH

"B-C"

BEAR CREEK RD

LC

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

"B-C SUP"

ALIGN

"B-C SUP"

STA 14+20.0 TO 15+29.0

STA 15+29.0 TO 15+61.0

EXIST. CURB

0.5'

SURFACING TABLE

START STATION END STATION MATERIAL

"B-C SUP" 12+06.5 "B-C SUP" 12+97.4 PATTERNED COLORED

CONCRETE

"B-C SUP" 12+97.4 "B-C SUP" 13+26.7 ASPHALT

4SEE SHEET GR1 FOR

DRIVEWAY DETAILS.

"B-C SUP"

STA 11+89.9 TO 12+06.5

W

AL

L

LA

YO

U

T

LI

N E

PE

R

R W

P

LA

N

0.5' PAVED

SHOULDER

EXIST.

R/W

SEE LEFT R/W TABLE, THIS SHEET

18.0'±8.0'

SHARED-USE PATH

"B-C"

BEAR CREEK RD

LC

"B-C SUP"

ALIGN

0.5'

2:1 MAX

6:1 MAX

CITY MODIFIED ARTERIAL CURB

PER COB STD. DWG. R-3

E=8", H=16"

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 10"

8" LEVEL 3 ACP, 1/2" DENSE

MAXIMUM LIFT = 3"

MINIMUM LIFT = 2"

SAWCUT

2.0'

1.5% TYP

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

GRAVEL SHOULDER

VARIES 6" TO 7" DEPTH

W

AL

L

LA

YO

U

T

LI

N E

PE

R

R W

P

LA

N

WALL LAYOUT LINE

PER RW PLAN

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

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JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

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E

IG

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.N

21 , 2021

EL

EXPIRES 12-31-2026

L

N .T

.S

P:

\B

\B N

D X0

2\

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\S H

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TS

\R H

\F R

AN

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_B

EA

R

C R

EE

K\

C

.T

YP

SE

C

TI

O

N S-

BN

D

X0

2-

BC

.D W

G

TY

PI

C

AL

S

EC

TI

O

N S

C1 0.T

YP

SE

CT

IO

NS

-B

ND

X0

2-B

C.

DW

G

TS2

"B-C SUP"

STA 15+61.0 TO 16+46.4

STA 16+46.4 TO 16+68.1*

SEE SHEET GR4 FOR ADA RAMP

DETAILS.

8.0'

VARIES 8.0' TO 8.9'*

SHARED-USE PATH

*VARIES

0.0' TO 2.0'

1.5% TYP

2:1 MAX

1.0'

2/

/2

"B-C SUP"

ALIGN

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

SEE LEFT R/W TABLE, PREVIOUS SHEET

"B-C"

BEAR CREEK RD

LC

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

GRAVEL SHOULDER

VARIES 5" TO 7" DEPTH

6:1 MAX

18.0'±

EXIST. CURB

"B-C SUP"

STA 18+07.6 TO 18+52.6

"B-C"

STA 18+44.4 TO 18+63.5

SEE LEFT R/W TABLE, PREVIOUS SHEET

10.0'

SHARED-USE PATH

VARIES

19.9' TO 22.9'

SEE LANDSCAPE PLANS

FOR SURFACE TREATMENT

18.0'

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

CITY STANDARD CURB

PER COB STD. DWG. R-3

E=7", H=16"

AGGREGATE BASE

3/4"-0" DENSE

COMP. THKN. - 10"

8" LEVEL 3 ACP, 1/2" DENSE

MAXIMUM LIFT = 3"

MINIMUM LIFT = 2"

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

1.5% TYP

EXIST.

R/W

SAWCUT

VARIES

2.0' TO 4.0'

VARIES

2:1 MAX

"B-C"

BEAR CREEK RD

LC

1.0'1.0'

"B-C SUP"

ALIGN

SEE LEFT R/W TABLE, PREVIOUS SHEET

10.0'

VARIES 8.9' TO 10.0'*

SHARED-USE PATH

VARIES

2.0' TO 22.3'

SEE LANDSCAPE PLANS

FOR SURFACE TREATMENT

18.0'±

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

1.5% TYP

2:1 MAX

EXIST.

R/W

2:1 MAX

"B-C"

BEAR CREEK RD

LC

1.0'1.0'

"B-C SUP"

ALIGN

GRAVEL SHOULDER

VARIES 5" TO 7" DEPTH

6:1 MAX

2:1 MAX 2:1 MAX

6:1 MAX

"B-C SUP"

STA 16+68.1 TO 16+93.0*

STA 16+93.0 TO 18+07.6

EXIST. CURB

EXIST.

R/W

0.5'

SEE C SHEET FOR CUT AND FILL

LINES.

2:1 MAX 2

C B

C B

IR

R

IR

R

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

X X X X X X X

11+00 12+00 13+00 14+00

PC

C

+9 5.

PR

C

+1 7.

PT

+3

7.

BEGIN WALL 1

BEGIN CHAIN LINK FENCE

"BC_WALL 1 & 2" STA: 100+00.00

"B-C" STA: 11+88.10, 32.50 LT

101+00

102+00 102+41

END CHAIN LINK FENCE

"BC_WALL 1" STA: 101+16.00

"B-C" STA: 13+03.10, 29.51 LT

S89°04'36"E 103.34'

L=95.3' R=5379.5' Δ=1°00'54" L=19.5' R=74.0'

Δ=15°08'05" 11+90 12+00 13+00

14+00

BEGIN WALL 2

"BC_WALL 2" STA: 300+01.50

"B-C" STA: 10+94.67, 24.32 LT

300+00

0+

38EP = 300+37.57

END WALL 1

"BC_WALL 1" STA: 102+30.61

"B-C" STA: 14+17.55, 27.00 LT

END WALL 2

"BC_WALL 2" STA: 300+24.00

"B-C" STA: 11+13.92, 35.92 LT

100+00 101+00 102+00 102+50

STA: 102+30.61

TW: 3673.7

END WALL 1STA: 100+00.00

TW: 3674.4

BEGIN WALL 1

STA: 100+19.50

BW: 3669.1

STA: 101+11.00

BW: 3667.7

STA: 101+20.00

BW: 3671.7

STA: 101+90.00

TW: 3674.4

STA: 100+04.50

BW: 3669.7

STA: 100+49.50

BW: 3668.4

STA: 102+30.61

BW: 3671.7

STA: 101+90.00

TW: 3673.7

STA: 100+49.50

BW: 3667.7

STA: 100+00.00

BW: 3669.7

STA: 101+20.00

BW: 3670.4

STA: 100+19.50

BW: 3668.4

STA: 100+04.50

BW: 3669.1

STA: 101+17.00

BW: 3668.4

STA: 101+11.00

BW: 3668.4

STA: 101+17.00

BW: 3670.4

300+00 300+10 300+20 300+30 300+38

STA: 300+01.50

TW: 3677.0

BEGIN WALL 2

STA: 300+24.00

TW: 3677.0

END WALL 2

STA: 300+01.50

BW: 3674.4

STA: 300+24.00

BW: 3674.4

STA: 300+06.00

TW: 3679.0STA: 300+03.00

TW: 3677.7 STA: 300+18.00

TW: 3678.4

STA: 300+04.50

TW: 3678.4

STA: 300+15.00

TW: 3679.0

STA: 300+22.50

TW: 3677.7

STA: 300+24.00

EXC: 3673.9

STA: 300+01.50

EXC: 3673.9

STA: 300+35.57

FG: 3675.4

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

TSI

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IG

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N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

RW1

1"

0'

P:

\B

\B N

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2\

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\S H

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\E B\

FR

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_B

EA

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EE

K\ C

.R

ET

W

AL

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PL

N

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BC

.D

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C3

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ET

W

AL

LS

PL

N-

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C.

DW

G

NE BEAR CREEK RD.

40'20'0

SCALE: 1" = 20'

10'

PROPOSED GRADE AT BACK OF PATH

EXISTING

GROUND

AT FACE OF WALL

CONSTRUCTION NOTES

CONSTRUCT RETAINING WALL PER MANUFACTURER

SPECIFICATIONS, OR APPROVED EQUAL

(SEE DETAIL 1/RD1)

INSTALL CHAIN LINK FENCE, 48" HT.

(PER ODOT STD DWG RD815)

PLAN

ELEVATION

VERT. SCALE: 1" = 4'

HORIZ. SCALE: 1" = 20'

EXIST. R/W

EXIST. R/W

PROPOSED BOTTOM OF WALL

EXIST. WATER SERVICE

LOCATION AND DEPTH

TO BE VERIFIED PRIOR

TO CONSTRUCTION

EXIST. GAS LINE

LOCATION AND DEPTH

TO BE VERIFIED PRIOR

TO CONSTRUCTION

EXIST. GAS LINE

LOCATION AND DEPTH

TO BE VERIFIED PRIOR

TO CONSTRUCTION

CONTRACTOR TO USE

EXTREME CAUTION NEAR

GAS LINE

CONTRACTOR TO USE

EXTREME CAUTION

NEAR GAS LINE

WALL 1 1

2/

/2

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

"BC_WALL 1"

COID ESMT

"B-C" LINE

10.0'

WALL 2

CONSTRUCT RETAINING WALL PER MANUFACTURER

SPECIFICATIONS, OR APPROVED EQUAL.

(SEE GR2)

ELEVATION

VERT. SCALE: 1" = 2.5'

HORIZ. SCALE: 1" = 5'

"BC_WALL 2"

EXISTING GROUND

AT BACK OF WALL

PROPOSED GRADE AT

BACK OF SIDEWALK

PROPOSED

TOP OF WALL 2

8.5'

PROPOSED TOP OF WALL 1

"B-C SUP" LINE

JO

IN

R

ET

AI

N

IN

G

C U

R B

E=

PROPOSED

BOTTOM OF WALL 2

PI = 300+12.00

"B-C" STA: 11+03.32, 30.23 LT

EXISTING GROUND

AT FACE OF WALL

BOTTOM OF WALL

EXCAVATION

EN

D

R

ET

AI

N

IN

G

C U

R B

E=

COID PIPE

TCAA LIMIT

TOP OF

RETAINING

CURB

P-8

D

YH

P-22

J-15

P-22

J-24

CB

C B

C B

10+00 11+00 12+00

13+00 14+0080.0' S89°04'36"E 193.10'

PC 11+57.07

PT 12+98.15

12+00 13+00 14+00

PT

3+

.9

PC

C

2+

.0

PR

C

2+

.6

S89°04'36"E 177.67'

B-C STA: 12+00.00

B-C SUP STA: 12+01.86

N: 383289.24 E: 3300785.24

+0

+7

Δ= 1°31'04" L=157.07' R=5325.00

Δ= 11°18'25" L=112.62' R=74.00

Δ= 11°08'29" L=112.62' R=84.00

"B -C

S U

P" S

TA

. 1

2+

.3

EN

D

P

AT

TE

R

N

ED

C O

LO

R

ED

C

O N

C R

ET

E

40'

40'

"B -C

S U

P" S

TA

. 1

4+

.0

"B -C

S U

P" S

TA

. 1

4+

.0

TC

: 3

2.

FL

: 3

2.

JO

IN

E

XI

ST

. C

U R

B

TC

: 3

3.

FL

: 3

2.

8" C

U R

B R

EV

EA

L

11+90 12+00 13+00 14+00

"B -C

S U

P" S

TA

. 1

4+

.0

FL

: 3

2.

TC

: 3

3.

IR

R

IR

R

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

X X X X X X X

Δ= 1°00'54" L=112.62' R=5368.50

3673.14 D-13

S

DY

H

J-28

J-18

J-10J-19 J-16J-10

J-15

J-15

J-9

J-12

J-10

P-15J-15J-9

J-14

P-29

J-24 J-12

CB

CB

15+00 16+00

17+00

18+00 19+00

S89°04'36"E 193.10'

N79°11'25"E

31.89'

S88°54'13"E 224.81'

PC 14+91.24

PC 16+72.62

PT 16+40.74

PT

9+

.6

18+68

16+00

17+00

18+00

EP

8+

.7

PC = 14+93.61

PT

8+

.6

PC

C

= 16+50.42

PC

C

= 17+30.69

PRC = 16+92.25

+0

+6

Δ= 11°54'22" L=157.07' R=1160.00

Δ= 12°32'53" L=112.62' R=716.00

Δ= 28°31'48" L=112.62' R=84.00

Δ= 29°45'42" L=112.62' R=74.00

Δ= 10°23'03" L=112.62' R=640.00

Δ= 11°44'00" L=157.07' R=730.00

"B-C SUP" STA. 18+52.60

"B-C SUP" STA. 18+07.60

BEG. CURB REPLACEMENT

TC

: 3

3.

FL

: 3

2.

8" C

U R

B R

EV

EA

L

"B -C

S U

P" S

TA

. 1

5+

.0

TC

: 3

2.

FL

: 3

2.

8" C

U R

B R

EV

EA

L

"B -C

S U

P" S

TA

. 1

5+

.0

TC

: 3

2.

FL

: 3

1.

JO

IN

E

XI

ST

. C

U R

B

18+68

16+00

17+00

18+00 Δ=30°18'43" R=74.00' L=39.15'

Δ=31°10'13" R=84.21' L=45.81'

"B-C SUP 16+46.41, 8.00' LT

PCC

"B-C SUP 16+89.96, 9.95' LT

PRC

"B-C SUP 17+30.69, 10.00' LT

PCC

FL

: 3

2.

"B -C

S U

P" S

TA

. 1

4+

.0

FL

: 3

2.

TC

: 3

3.

"B -C

S U

P" S

TA

. 1

5+

.0

FL

: 3

2.

TC

: 3

2.

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

B-C SUP - PROFILE

16+45 17+00 18+00 18+68

ST

A:

7+

.0

EL

EV

1.

ST

A:

7+

.0

EL

EV

1.

ST

A:

8+

.0

EL

EV

1.

-1.99% -0.50%

ST

A:

6+

.4

EL

EV

1.

M

AT

C H

E

XI

ST

TO

P

O F

C U

R B

ST

A:

8+

.6

G

B

EL

EV

0.

ST

A:

8+

.6

G

B

EL

EV

1.

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

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JM

Ph on e:

.3

.7

Be nd

, O re go n

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W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

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SEFORPDERE N

63117PE

N

TSI

E

IG

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N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

C1

1"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\F R

AN

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_B

EA

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C R

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C 1.

G R

AD

IN

G -B

N D

X0

2-

BC

.D W

G

SH

AR

ED

-U

SE

P

AT

H

P

LA

N S

C1 .G

RA

DI

NG

-B

ND

X0

2-B

C.

DW

G

"B-C" LINE

NE BEAR CREEK RD.

EXIST. R/W

CONSTRUCTION NOTES

CONSTRUCT CITY STANDARD CURB, E=7"

(PER COB STD. DWG. R-3)

BEGINNING OF PROJECT

"B-C" STA. 10+91.43

N: 383282.81 E: 3300676.56

N E

A

LP

E N

V

IE

W L

N

EXIST. R/W

EXIST. R/W

EXIST. R/W

2 CONSTRUCT ASPHALT SHARED-USE PATH

(SEE TYPICAL SECTIONS FOR DETAILS)

3 CONSTRUCT CURB RAMP

WITH DETECTABLE WARNING SURFACE

(PER COB STD. DWGS. R-6, R-6A, & R-6C)

SEE GRADING DETAILS

4 CONSTRUCT CONCRETE SIDEWALK

(PER COB STD. DWG. R-4A & R-4B)

5 MODULAR BLOCK RETAINING WALL

SEE RW SHEETS

6 INSTALL TYPE CL-4 FENCE, 48" HT.

(PER ODOT STD. DWG. RD815)

8 INSTALL FIRE HYDRANT ASSEMBLY.

CONSTRUCT CONCRETE HYDRANT PAD.

(PER COB STD. DWGS. W-7 & W-8)

METER BOX AND LID MAY BE RE-USED UPON

APPROVAL BY ENGINEER

9 REINSTALL EXIST. WATER METER

(PER COB STD. DWG. W-4A)

DRAINAGE NOTES

PROTECT EXIST. CATCH BASIN1

4 3

3 5 9 2

10.0'

3.5'

40'20'0

SCALE: 1" = 20'

10'

EXIST. TRAFFIC SEPARATOR

EXIST. BACK OF CURB

11 CONSTRUCT PATTERNED COLORED CONCRETE

(PER COB STD. DWG. R-24)

12 CONSTRUCT ASPHALT ROADWAY

(SEE TYPICAL SECTIONS FOR DETAILS)

13 PROTECT EXIST. GAS LINE. CONTRACTOR TO

EXCAVATE WITH EXTREME CAUTIONM

AT

C

H L

IN

E

ST

A.

"B -C

" 1 4+

SE

E

BE

LO

W

L

EF

T

GENERAL NOTES

1. SEE DEMOLITION PLANS FOR REMOVALS AND

PROTECTIONS.

2. AT PROJECT LIMITS, TRANSITION TO

EXISTING CURB EXPOSURE.

80.0'

MATCH EXIST.

4.0'

MATCH EXIST.

EXIST. RAMP

60.0'

30.0'

30.0'

"B-C SUP" LINE

LA

R

K S

P U

R T

R A

IL

S E

B E

N A

IA

H

C

IR

S E

B E

N A

IA

H

C

IR

18.0'

2.0'

EXIST. R/W

140 NE ALPENVIEW LN.

171234CC00500

1750 NE BEAR CREEK RD.

171234CC00400

EXIST. R/W

NE BEAR CREEK RD.

EXIST. R/W

8.0'

40'20'0

SCALE: 1" = 20'

10'

FILL SLOPE

EXIST. BACK OF CURB

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

AB

O

VE

R

IG

H

T

"B-C" LINE

2.0'

30.0'

30.0'

87.0'

30.0'

57.0'

3 121

3 10

18.0'

1750 NE BEAR CREEK RD.

171234CC00400

END OF PROJECT

"B-C" STA. 18+63.51

N: 383354.39 E: 3301444.85

N E

C R

A V

E N

R D

4.0'

EXIST. R/W

SAWCUT

10 CONSTRUCT CITY LOCAL CURB, E=6"

(PER COB STD. DWG. R-3)

14 CONSTRUCT DRIVEWAY APPROACH, CURB-TIGHT,

PARTIALLY LOWERED

(PER COB STD. DWG. R-5D)

SEE GRADING DETAILS

18.0'

FUTURE SHARED-USE PATH

(BY OTHERS)

2/

/2

"B-C SUP" LINE

10.0'

1.0'

1.0'

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

16 PROTECT EXIST. IRRIGATION CLEAN-OUT

EXISTING GROUND

PROPOSED GRADE

BOTTOM FACE OF WALL

TOP BACK OF WALL

12" WIDE 6:1 SHOULDER

2.0'

4.0'

17 ROCK MULCH AND ASSORTED BOULDERS.

SEE LANDSCAPING PLANS

19 PROTECT EXIST. GAS FACILITY

CONTRACTOR TO USE EXTREME CAUTION

COID ESMT.

2.0'

PROP. RETAINING WALL,

SEE RW SHEETSPROP. RETAINING WALL

SEE RW SHTS 5

8.5' 8.0'

15 CONSTRUCT CITY MODIFIED ARTERIAL CURB, E=8"

(PER COB STD. DWG. R-3)

CUT SLOPE

1:1 CUT SLOPE

NEAR TREE

FILL SLOPE

FILL SLOPE

20.0' ON CURB

TRANSITION FROM

EXISTING CURB TO

16" CURB (8" REVEAL)

28.0'

DRIVEWAY

SEE GR1 FOR DETAILS

89.0' - 16" CURB (8" REVEAL)

6" WIDE 6:1

GRAVEL SHOULDER

6" WIDE 6:1

GRAVEL SHOULDER 12" WIDE 6:1

GRAVEL SHOULDER

8.0' 2.0'

7 CONSTRUCT VARIABLE HEIGHT RETAINING CURB

(SEE DETAIL 3/RD1)

TCAA LIMIT

W W W W W W W W W W W W W W W

G G G G G

G

G

G

G

G

G

G

G G

J-18

15+50

STA.15+43.87, 18.00' LT.

CL DWY

9.

2%

FG=3672.97

FG=3672.37

FG=3672.18

FG=3672.32

TC: 3672.86

FL: 3672.19

TC=3672.06

FL=3671.98

TC=3672.02

FL=3671.94

JOIN EXIST. CURB

TC: 3672.20±

FL: 3671.92±

6.1%

1.

5%

1.

5%

2.3%

3.0%

1.

5%1.

5%

EG=3672.37'±

EG=3672.18'±

3.

2%

FG=3672.10

FG=3672.29

1.6%

1.6%

7.9% 5.5% 1.6%

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

TSI

E

IG

REE SIO

N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

1"

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\F R

AN

KL

IN

_B

EA

R

C R

EE

K\

C

.D

ET

AI

LS

-D

VW

Y-

BN

D X0

2-

BC

.D

W G

G R

AD

IN

G D

ET

AI

LS

C2

0.D

ET

AI

LS

-D

VW

Y-

BN

DX

-B

C.

DW

G

GR1

NE BEAR CREEK RD.

EXIST. R/W

1750 NE BEAR CREEK RD DRIVEWAY DETAIL

10'5'0

SCALE: 1" = 5'

2.5'

CUT SLOPE

SAWCUT

12.00'

2/

/2

10.00' 12.00' 6.00'

2.

GENERAL NOTES:

1. SEE CITY OF BEND STD. DWG. R-5C FOR

ADDITIONAL DETAILS NOT SHOWN.

2. FIELD VERIFY TO MATCH EXIST. ELEVATIONS

WHERE JOINING EXIST. CONDITIONS.

LEGEND

TC TOP OF CURB

FL FLOW LINE

FG FINISH GRADE

EG EXISTING GRADE

PROPOSED SLOPE

EXIST. ROW

CUT

FILL

SAWCUT

X.X%

MATCH EXIST.

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

8.

2.

5.

IRR IRR IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

D

YH

C B

10+72.02 4.16' Rt.

10+72.01 5.42' Lt.

"CR-BC-A-NW" STA: 10+32.87

+7

9+90 10+00

9+90.00 2.00' Rt.

9+90.00 0.60' Lt.

9+90.00 5.60' Lt.

10+07.00 2.00' Rt.10+07.00 4.00' Rt.

N89°24'20"E

10+16.74 4.00' Rt.

Δ=89°24'34" R=15.00'

10+40.04 4.11' Rt.

??? ???' ???t.10+68.76 0.44' Lt.

10+59.99 3.29' Lt.10+54.72 5.00' Lt.10+51.27 5.00' Lt.

C Station

10+51.26 0.13'

10+54.72 11.00' Lt.10+63.37 8.25' Lt.

10+45.26 0.12'

10+45.27 5.00' Lt.10+38.28 4.93' Lt.

10+38.90 0.1110+27.50 0.07'

10+21.63 3.08' Lt.

10+12.50 0.00'10+16.76 0.00'

10+40.03 0.11'

10+35.60 10.82' Lt.

10+12.64 13.77' Lt.10+07.14 13.79' Lt.

10+07.00 0.00'

10+07.03 3.80' Lt.10+12.53 3.77' Lt.

"CR-BC-A-NW" 9+94.15

"B-C" 10+91.43, 18.00 LT=

"CR-BC-A-NW" 10+52.22

"B-C" 11+29.21, 45.00 LT=

N 0°

'1

4" W

11+00

GRADING TABLE

"CR-BC-A-NW" Offset Elevation

L

10+06.64 14.30' Lt.

PC = 10+16.66

PT = 10+40.05

1.2%

0.3%

0.8%

0.5%

0.5%

6.

1%

6.

1%

0.5%

1.

0%

1.1%

5.1%

1.

5% 1.

7%

3.4%

0.2%

4.

4%

+0

+7

N 0°

0'

4"

W

3.5%

1.

5%

0.8%

5.00'

5.60'

2.85'

4.30'

0.5%

0.1%

0.1%

0.6%

6.3%

1.5% 7.2%

3.8%

18.00'

.0

0'

1.2%

1.5%

1.5%

0.7%

1.2%

0.5%

FG=3675.03'±

TC=3674.81'±

FL=3674.54'±

FG=3674.82'

FG=3674.92'

FG=3674.79'

TC=3675.11'

FL=3674.53'

FG=3674.74'

TC=3674.66'

FL=3674.66'

TC=3674.49'

FL=3674.49'

TC=3674.58'

FL=3674.58'

TC=3675.19'

FL=3674.61'

BEGIN GUTTER

TC=3676.41'

FL=3675.44'

TC: 3675.36'

FL: 3674.86'

TC=3675.42'±

FL=3675.11'±

FG=3675.45'±

FG=3675.39'

EG=3674.58'±

EG=3674.60'±

EG=3674.64'±

FG=3674.91'

TC=3674.55'

FL=3674.55'

TC=3675.10'

FL=3674.52'

FG=3674.80'

FG=3674.90'

FG=3674.93'

FG=3675.33'

FG=3675.25'

FG=3674.90'

TC: 3675.28'

FL: 3674.78'

END GUTTER

TC: 3675.45'

FL: 3674.95'

EG=3674.55'±

EG=3674.34'±

EG=3675.19'±

FG=3674.94'

FG=3674.86'

EG=3674.60'±

EG=3674.63'±

FG=3674.59'

0.6% 0.5% 0.5% 0.5%

0.6%

1.

5%

3.

1%

0.

9%

1.

2%

FG=3675.04'

2.

7%

1.5%

0.6%

TC=3675.14'

FL=3674.56'

1.5%

2.

4.

14.54'

FG=3675.32'

11.98'

1.5%

N89° 24' 20"E

9.00'

3.

6%

9.00'2.00'4.15'

5.

2.

2.

3.

3.

0%

8.00'

TC: 3675.68'

FL: 3675.18'

TC: 3675.42'

FL: 3674.92'

TC=3675.69'

FL=3675.35'

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

TSI

E

IG

REE SIO

N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

GR2

1"

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\F R

AN

KL

IN

_B

EA

R

C R

EE

K\

C 1.

D

ET

AI

LS

-IN

T-

BN

D

X0

2-

BC

.D W

G

G R

AD

IN

G D

ET

AI

LS

C1

.D

ET

AI

LS

-IN

T-

BN

DX

-B C.

DW

G

10'5'

SCALE: 1" = 5'

2.5'

NE BEAR CREEK RD.

N

E A

LP

E

N V

IE

W

L N

"CR-BC-A-NW" LINE

EXIST. R/W

SAWCUT

2/

/2

LEGEND:

TC TOP OF CURB

FL FLOW LINE

FG FINISHED GRADE

EG EXISTING GRADE

XXX.XX± MATCH EXISTING GRADE

FLOW DIRECTION

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

LANDING AREA/CROSS SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

COUNTER SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A AND

R-6B FOR MAXIMUM ALLOWABLE SLOPES

FLARE SLOPE

SEE CITY OF BEND STD DWGS. R-6 AND R-6A

FOR MAXIMUM ALLOWABLE SLOPES

PROPOSED TRUNCATED DOMES

EXIST. ROW

CUT

FILL

SAWCUT

TURNING SPACE (MIN. LEVEL AREA 4.5' X 5.5')

FOR THE PURPOSES OF THIS APPLICATION, A

MAX. 2.0% FINISHED SURFACE SLOPE (FOR

DRAINAGE) IS CONSIDERED LEVEL.

ASPEN ROCK MULCH (SEE LANDSCAPING SHEETS)

GENERAL NOTES

1. SEE CITY OF BEND STD. DWGS. R-6, R-6A, R-6B

AND R-6C FOR ADDITIONAL CURB RAMP

DETAILS.

X.X%

6.

7.77'

4.00'

5.50'

3.

'5.

5.00'

5.08'

0.84'

.3

6'

4.02'5.50'6.00'9.00'

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

3.00'

3.73'

.0

0'

4.69'

9.28'

2.18'

5.02'

5.50'

3.20'

1.82'

2.00'

3.20'

COID EASEMENT

COID EASEMENT

END RETAINING

CURB

END WALL 2 PER RW1

BEG RETAINING CURB

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

X X X X X X X X X X X

P-8

C B

10+84.07 2.00' Rt.

10+56.27 0.04'

9+

+0

10+84

9+99.95 3.78' Rt.10+32.58 4.27' Rt.10+56.33 3.96' Rt.10+72.67 3.98' Rt.10+72.67 1.98' Rt.

10+84.07 0.00'

10+46.82 0.50'10+34.53 0.22'

10+32.68 0.22'10+06.15 0.74' Lt.10+00.01 0.82' Lt.

10+00.03 5.78' Lt.10+03.10 5.78' Lt.10+11.17 8.28' Lt.10+19.79 11.00' Lt.

10+19.79 5.00' Lt.

10+38.49 10.71' Lt.

10+35.31 4.87' Lt.

10+57.84 13.48' Lt.10+65.02 13.50' Lt.10+72.01 13.51' Lt.

10+72.05 3.51' Lt.10+65.06 3.50' Lt.10+57.88 3.48' Lt.

10+14.62 3.37' Lt.

"CR-BC-A-NE" STA: 10+40.82

N89°51'05"E

Offset

C Station

"CR-BC-A-NE" 10+19.93

"B-C" 11+65.09, 46.14 LT =

"CR-BC-A-NE" 10+84.25

"B-C" 12+04.66, 18.00 LT =

S0°00'14"E

Δ=90°08'41" R=15.00'

12+00

GRADING TABLE

Elevation"CR-BC-A-NE"

L

PC = 10+32.93

PT = 10+56.53

0.8%

7.5%

6.9%

6.8%

2.1% 1.5%

1.5%

0.8%

0.8%

1.

5%

1.

5%

+0

+7

N 0°

0'

4"

W

6.04'

1.

5%

7.5%4.5%

3.

1.

5%

0.8%

8.0%

10.81'

18.00'

EG=3674.03'±

EG=3673.96'±

EG=3674.20'±

EG=3674.62'±

FG=3675.54'

FG=3674.47'

FG=3674.62'

TC=3674.30'

FL=3674.30'

TC=3674.19'

FL=3674.19'

FG=3674.73'

FG=3674.58'

FG=3674.62'

FG=3674.77'

TC=3674.09'±

FL=3673.92'±

EG=3675.34'±

EG=3674.26'±

FG=3674.47'

FG=3674.32'

TC=3674.66'

FL=3674.08'

TC=3674.64'

FL=3674.06'

TC=3674.59'

FL=3674.01'

TC=3674.71'

FL=3674.13'

EG=3674.21'±

5.

8%

TC: 3675.58'

FL: 3675.08'

1.0%

TC: 3675.29'

FL: 3674.79'

6.

5%

1.0%

Δ= 1°31'04" L=157.07' R=5325.00'

2.

4.00'

.0

0'

2.

EG=3674.14'±

TC=3675.48'±

FL=3675.20'±

FG=3675.53'±

1.0%

EG=3674.96'±

4.0%

0.4% 1.0%

FL 3674.40

= "B-C" 11+79.74

1.5

1.3

FG=3675.46'

FG=3674.69'

0.8%

TC=3675.46'

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

TSI

E

IG

REE SIO

N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

GR3

1"

P:

\B

\B N

D X0

2\

C

AD

\S H

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TS

\R H

\F R

AN

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_B

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C R

EE

K\

C 1.

D

ET

AI

LS

-IN

T-

BN

D

X0

2-

BC

.D W

G

G R

AD

IN

G D

ET

AI

LS

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.D

ET

AI

LS

-IN

T-

BN

DX

-B C.

DW

G

10'5'

SCALE: 1" = 5'

2.5'

NE BEAR CREEK RD.

N E

A

LP

E N

V

IE

W L

N

"CR-BC-A-NE" LINE

RETAINING WALL 1

(SEE SHT. RW1 FOR DETAILS)

SAWCUT

2/

/2

LEGEND:

TC TOP OF CURB

FL FLOW LINE

FG FINISHED GRADE

EG EXISTING GRADE

XXX.XX± MATCH EXISTING GRADE

FLOW DIRECTION

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

LANDING AREA/CROSS SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

COUNTER SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A AND

R-6B FOR MAXIMUM ALLOWABLE SLOPES

FLARE SLOPE

SEE CITY OF BEND STD DWGS. R-6 AND R-6A

FOR MAXIMUM ALLOWABLE SLOPES

PROPOSED TRUNCATED DOMES

EXIST. ROW

CUT

FILL

SAWCUT

TURNING SPACE (MIN. LEVEL AREA 4.5' X 5.5')

FOR THE PURPOSES OF THIS APPLICATION, A

MAX. 2.0% FINISHED SURFACE SLOPE (FOR

DRAINAGE) IS CONSIDERED LEVEL.

ASPEN ROCK MULCH (SEE LANDSCAPING SHEETS)

GENERAL NOTES

1. SEE CITY OF BEND STD. DWGS. R-6, R-6A, R-6B

AND R-6C FOR ADDITIONAL CURB RAMP

DETAILS.

X.X%

5.32'

2.00'8.29' 7.00'

.0

0'

.0

0' 6.00'

1.54'

11.57'

4.41'

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

3.00'

12.29'

12.23'

6.

5.

5.31'8.00'

TCAA LIMIT

10+00

"CR-BC-C-NW" STA: 10+47.26

N1°03'41"E

Δ=84°25'59" R=25.00'

PT = 10+72.70

PC

C

= 10+35.86

"CR-BC-C-NW" 10+82.64

"B-C" 18+59.68, 51.51 LT=

Δ=1°39'32" R=1178.00'

18+00

1.5%

1.5%

1.

5%

1.

5%

6.0%

2.9%

4.2%

3.

0%

3.

0%

1.5%

7.0%

1.5%

2.

7.

2.65'

6.

6.

6.0 2'

7.04'

7.97'

1.1%

3.1%

2.1

2.

2%

2.

1%

1.

5%

4.

7%

+0

+6

N 1°

3'

1"

E

"CR-BC-C-NW" STA: 10+75.11

11.00'

.0

0'

EG=3669.94'±

EG=3670.21'±

EG=3670.99'±EG=3671.45'±

FG=3670.65'

FG=3670.56'

FG=3670.90'TC=3670.98'

FL=3670.98'

TC=3670.71'

FL=3670.71'

TC=3670.82' - 0"

TC=3671.40' - 7"

FL=3670.82'

TC: 3671.21'

FL: 3670.71'TC=3670.80'

FL=3670.80' TC=3670.15 - 0"

TC=3670.65 - 6"

FL=3670.15

TC=3670.30'

FL=3670.30'

TC=3671.01'

FL=3670.43'

TC=3671.16'

FL=3670.58'

TC=3671.73'±

FL=3671.52'±

TC=3671.64'

FL=3671.06'

EG=3670.80'±

EG=3670.79'±

EG=3670.48'±

EG=3670.29'±

FG=3670.90'

1.

8%

4.

0%

1.

5%

0.

5%

0.5%

0.9%

3.3%

TC=3670.44'±

FL=3670.03'±

Δ= 11°54'22" L=157.07' R=1160.00'

EG=3671.04'±

2.

' 4.

4.00'

EG=3670.03'±

"B-C" 18+00.59, 18.00 LT=

"CR-BC-C-NW" 10+00.00

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

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A E

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Ph on e:

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.7

Be nd

, O re go n

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W L ol o

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1TBKE

GER

OREGONJAGAV I

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SEFORPDERE N

63117PE

N

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E

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REE SIO

N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

GR4

1"

P:

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AI

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10'5'

SCALE: 1" = 5'

2.5'

NE BEAR CREEK RD.

N E

C R

A V

E N

R D

EXIST. R/W

SAWCUT

2/

/2

LEGEND:

TC TOP OF CURB

FL FLOW LINE

FG FINISHED GRADE

EG EXISTING GRADE

XXX.XX± MATCH EXISTING GRADE

FLOW DIRECTION

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

RAMP

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

LANDING AREA/CROSS SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A, R-6B,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

COUNTER SLOPE

SEE CITY OF BEND STD DWGS. R-6, R-6A AND

R-6B FOR MAXIMUM ALLOWABLE SLOPES

FLARE SLOPE

SEE CITY OF BEND STD DWGS. R-6 AND R-6A

FOR MAXIMUM ALLOWABLE SLOPES

PROPOSED TRUNCATED DOMES

EXIST. ROW

CUT

FILL

SAWCUT

TURNING SPACE (MIN. LEVEL AREA 4.5' X 5.5')

FOR THE PURPOSES OF THIS APPLICATION, A

MAX. 2.0% FINISHED SURFACE SLOPE (FOR

DRAINAGE) IS CONSIDERED LEVEL.

ASPEN ROCK MULCH (SEE LANDSCAPING SHEETS)

GENERAL NOTES

1. SEE CITY OF BEND STD. DWGS. R-6, R-6A, R-6B

AND R-6C FOR ADDITIONAL CURB RAMP

DETAILS.

X.X%

6.00' 9.39'

6.00' 9.06'

9.12'

.0

0'

.0

0'

11.00' 11 .0

0'

6.00'

4.

3.77'

4.

N E

BE

AR

C R

EE

K

R D

SH

AR

ED

-U

SE

P

AT

H

4.

CB

C B

C B

IR

R

IR

R

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

X X X X X X X

6.5'

9.5'

9.5'

6.5'

7.5'

10.5'

11.5'

6.5'

10+00 11+00 12+00 13+00 14+00

S

DY

H

CB

CB6.5'

11.0'

12.0'

6.5'

15+00 16+00

17+00

18+00 19+00

5 61 2 3 4

5 6

C

D

1 2 3 4

A

B

A

B

C

D

VERIFY SCALES

BAR EQUALS ONE INCH

ON ORIGINAL DRAWING

0 1"

R E

V

IS

IO

N

S

COB #

SHEET:

D A

T E

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S C

A

LE

F

IL

E

D E

S C

H U

T E

S C

O U

N T

Y , O

R E

G O

N

B E

N D

B

IK

E W

A Y

S N

O . 1

T B

K E

A E

M

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

GER

OREGONJAGAV I

AN L

SEFORPDERE N

63117PE

N

TSI

E

IG

REE SIO

N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

ST1

1"

0'

P:

\B

\B N

D X0

2\

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AD

\S H

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TS

\T T\

FR

AN

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IN

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EE

K\ C

1.

SI

G N

_S

TR

IP

E-

BN

D

X0

2-

BC

.D W

G

SI

G

N

IN

G A

N D

S

TR

IP

IN

G P

LA

N

S C1

.S

IG

N_

ST

RI

PE

-B

ND

X0

2-B C.

DW

G

"B-C" LINE

NE BEAR CREEK RD.

EXIST. R/W

N E

A

LP

E N

V

IE

W L

N

EXIST. R/W

EXIST. R/W

EXIST. R/W

40'20'0

SCALE: 1" = 20'

10'

EXIST. TRAFFIC SEPARATOR

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

BE

LO

W L

EF

T

TCAA LIMIT

M

AT

C H

L

IN

E

ST

A.

"B

-C " 1

4+

SE

E

AB

O

VE

R

IG

H

T

EXIST. R/W

NE BEAR CREEK RD.

EXIST. R/W

"B-C" LINE

40'20'0

SCALE: 1" = 20'

10'

FUTURE

SHARED-USE PATH

(BY OTHERS)

EXIST. R/W

SIGNING & STRIPING NOTES

1. ALL PAVEMENT MARKINGS SHALL BE

PAINT

2. FOR SIGN PLACEMENT, SEE COB STD. DWG.

R-9.

3. FOR PERFORATED STEEL SQUARE TUBE

DETAILS, SEE COB STD. DWG. R-7 AND R-7A.

4. MAINTAIN AND PROTECT EXIST. STRIPING

OUTSIDE OF PAVING LIMITS. CONTRACTOR

SHALL REPAIR OR REPLACE ANY PAVEMENT

MARKINGS THAT ARE DAMAGED, WORN OUT,

OR REMOVED DUE TO CONTRACTOR'S

OPERATIONS.

5. EXIST. SIGNS NOT SHOWN ARE TO REMAIN IN

PLACE UNLESS OTHERWISE DIRECTED BY

THE ENGINEER.

6. THE LOCATION OF SIGN INSTALLATIONS

SHOWN ARE APPROX. WITH EXACT

LOCATIONS TO BE DETERMINED IN THE FIELD.

7. ALL PAVEMENT MARKINGS SHALL BE ON THE

STATE'S QUALIFIED PRODUCT LIST (QPL)

UNLESS OTHERWISE APPROVED.

ALL MATERIALS SHALL BE INSTALLED IN

CONFORMANCE WITH THE MANUFACTURER'S

APPROVED APPLICATION PROCEDURES.

STRIPING LEGEND:

BIKE LANE STANDARD STENCIL

(SEE COB STD. DWG. R-43)

BS

EX1

EX2

S

EX3

T

RX6

P

RX5

RX4

RI6

T

RX1

RX2

S

EX7

P

EX10

S

EX9

EX8

RX11

P

RX11

P

RX1

RX12

S

RI1

RI12

S

EX10

S

EX9

EX8

RX11

P

EX13

P

RX6

S

RX14

RX15

RX10

RI6

T

RI10

BS

EX3

RI1

RI2

S

RI11

S

EXIST. STRIPING

EXIST. STRIPING

S E

B E

N A

IA

H

C

IR

S E

B E

N A

IA

H

C

IR

EX16

EXIST. R/W

EXIST. R/W

N E

C R

A V

E N

R D

S

E C

R A

V E

N R

D

SIGNING LEGEND:

REMOVE EXISTING SIGN (N)RXN

REMOVE EXISTING SIGN (N)

AND (M) SIGN SUPPORT

INSTALL NEW SIGN (N)N

INSTALL…