WM

P

SS

FM

SD

W

CO

BENCHMARK (FOUND)

BENCHMARK (SET)

CATCH BASIN

CLEANOUT

CONCRETE

CONIFEROUS TREE

CONIFEROUS PLANT

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)

PROPOSED CONTOURS

EXISTING CONTOURS

PROPOSED LANDSCAPING

PROPOSED PATTERNED COLORED

CONCRETE

PROPOSED RETAINING WALL/CURB

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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"=200'

VICINITY MAP

SCALE: N.T.S.

BEND BIKEWAYS

SE 15TH STREET (NORTH)

SHARED-USE PATH

FEBRUARY, 2026

CITY PROJECT NO. 1TBKE

CITY OF BEND, DESCHUTES COUNTY, OREGON

OWNER:

CITY OF BEND

G1 COVER SHEET

G2 CONSTRUCTION NOTES

EC1 EROSION CONTROL DETAILS

EC2 THRU EC3 GRADING AND EROSION CONTROL PLANS

D1 THRU D2 DEMOLITION PLANS

RD1 THRU RD4 ROADWAY DETAILS

TS1 TYPICAL SECTIONS

C1 THRU C3 CIVIL PLANS

GR1 THRU GR2 GRADING DETAILS

L1 LANDSCAPE DETAILS

L2 THRU L3 LANDSCAPE PLANS

IL1 ILLUMINATION LEGEND

IL2 ILLUMINATION PLANS

IL3 ILLUMINATION DETAILS

SHEET INDEX:

FADED BLACK FEATURES ARE EXISTING (EXCEPT FOR FOUND MONUMENTS)

N SUNTREE

END OF PROJECT

STA. "F-T" 1078+06.30

SHT. C3

PROJECT

AREA

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NO.

CITY OF BEND STANDARD DRAWINGS

FILE

NO.

ODOT STANDARD DRAWINGS

TITLE

CONSTRUCTION NOTES: EROSION CONTROL AND STORMWATER POLLUTION PREVENTION GENERAL NOTES:

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 BY THE ENGINEER. 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.

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.

R-3 CONCRETE CURB

R-4A SUP/SIDEWALK, SETBACK

R-6

R-6A PERPENDICULAR CURB RAMP

R-6C CURB RAMP DETAILS

DRIVEWAY APPROACH, SETBACK (STANDARD)

R-7 PSST ANCHOR BASE FOUNDATION

E-4 WATTLES

E-3 TREE/VEGETATION PROTECTION FENCING

E-2B GRATED INLET PREFABRICATED FILTER INSERT

E-2C CURB INLET PROTECTION

RD1070 CONCRETE TRUCK WASHOUT

RD1005 CHECK DAMS TYPE 3

R-10 TYPICAL TRENCH SECTION

R-24 PATTERNED COLORED CONCRETE DETAIL

DATE

11/01/2024

11/01/2024

11/01/2024

03/22/2023

11/01/2024

01/31/2022

01/31/2022

01/31/2022

01/31/2022

E-2A CURB INLET PROTECTION 11/01/2024

E-1 SEDIMENT FENCE DETAIL 01/31/2022

11/01/2024

01/31/2022

01/31/2022

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

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

375104.62150 3299865.711 3716.673 GCP-MAG

51 376223.547 3299857.852 3720.076

52 377310.139 3299894.673 3724.726

53 378033.743 3299853.580 3737.363 GCP-CONCX

54 378829.057 3299891.655 3724.903

55 376893.486 3299912.303 3716.292 CP-CONCX

56 375581.509 3299862.475 3714.509 CP-MAG

57 377048.585 3299903.061 3717.656

58 337478.307 3299885.205 3728.805

GCP-MAG

GCP-MAG

GCP-MAG

CP-MAG

CP-MAG

59 378542.525 3299861.780 3722.383 CP-MAG

60 374845.791 3299821.904 3715.624 CP-MAG

61 379324.689 3299874.870 3716.406 CP-MAG

62 379633.779 3299907.341 3714.828 CP-MAG

63 379344.293 3299904.198 3716.421 CP-MAG

3960 377017.702 3299861.754 3717.087 CP-SCREW/WASHER HWA

4363 378002.890 3299582.034 3737.834 CP-SCREW/WASHER HWA

10008 376878.518 3299863.567 3720.254 BASE-MAG

R-42A PAVEMENT MARKINGS 01/31/2022

C

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SUBGRADE

SUBGRADE

SURFACE TO BE WEED- FREE

PRIOR TO PLACEMENT OF MULCH

AND PREPARED TO SPECS

SECTION 01040.48

2" STRAW MULCH PERMANENT SEEDING (SEE LANDSCAPE PLANS)

2" COMPOST (USING MEDIUM COMPOST)

SURFACE TO BE WEED- FREE

PRIOR TO PLACEMENT OF MULCH

AND PREPARED TO SPECS

SECTION 01040.48

NOT TO SCALE NOT TO SCALE

TEMPORARY MULCHING, STRAW 1 MULCHING, COMPOST 2

NOTE:

APPLICATION IS FOR TEMPORARY MULCH IN

LANDSCAPED AREAS. SEE LANDSCAPE PLANS FOR

PERMANENT APPLICATIONS INCLUDING BARK MULCH,

ROCK MULCH, AND PLANTINGS.

NOTE:

APPLICATION IS FOR MULCH IN AREAS TO RECEIVE

PERMANENT SEEDING. SEE LANDSCAPE PLANS FOR

PERMANENT SEEDING.

.3

BU

BB

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R

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S S

C B

C B

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1067+00 1068+00 1069+00 1070+00 1071+00

3723 3723 3724

3723 3722

3721 37

22 37

23 37 22 3721

3722 3723

67+50 68+00

69+00

70+00 71+00

3725 3725

1072+00 1073+00 1074+00 1075+00

3720 3719

37173717

3717 3717

72+00 73+00 74+00 75+00

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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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

TH

\C 1.

ER

O

SI

O

N -N

-B N

D X0

2.

D W

G

C1 .E

RO

SI

ON

-N

-B

ND

X0

2.D W

G

EXIST. R/W

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10'

EC2

"F-T" LINE

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

BE

LO

W

L

EF

T

SCALE: 1" = 20'

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

AB

O

VE

R

IG

H

T "F-T" LINE

EXIST. R/W

SE 15TH ST.

S S

U N

T R

E E

FILL SLOPE

FILL SLOPE M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

EC

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GR

AD

IN

G

AN

D

ER

OS

IO

N

CO

NT

RO

L P

LA

NS

EROSION CONTROL NOTES

CONSTRUCT SEDIMENT FENCE

(PER COB STD. DWG. E-1)

CONSTRUCT WATTLE

(PER COB STD. DWG. E-4)

CONSTRUCT TREE PROTECTION FENCING

(PER COB STD. DWG. E-3)

APPLY COMPOST MULCH TO EXPOSED SOILS

(SEE SHEET EC1 FOR DETAIL)

INSTALL INLET PROTECTION, CURB INLET

SEDIMENT DAM

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

APPLY TEMP. STRAW MULCH TO EXPOSED

SOILS ACCORDING TO SOIL EXPOSURE

LIMITATIONS

(SEE SHEET EC1 AND STANDARD SPECS

SECTION 00280.42)

INSTALL INLET PROTECTION, BIO BAG TYPE 3

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

CONSTRUCT CHECK DAM, BIO BAG - TYPE 3

(PER ODOT STD. DWG. RD1005)

LEGEND

WATTLE

INLET PROTECTION

FILL SLOPE

CUT SLOPE

PROPOSED 1' CONTOURS

EXISTING 1' CONTOURS

XXXX

XXXX

TREE PROTECTION FENCING

CHECK DAM

SEDIMENT FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GENERAL NOTES

1. SEE DEMOLITION PLANS (D1-D2) FOR TREES,

FENCES, WALLS AND OTHER EXISTING

FEATURES TO BE PROTECTED.

2. CONSTRUCT CONCRETE TRUCK WASH OUT -

FIELD LOCATE AS DIRECTED OR APPROVED

(PER ODOT STD. DWG. RD1070)

DIRECTION OF DRAINAGE

"F-T-SUP-N" LINE

EDGE OF PROP. ASPHALT

SHARED-USE PATH, TYP.

"F-T-SUP-N" LINE

EDGE OF PROP. ASPHALT

SHARED-USE PATH, TYP.

EXIST. SWALEEXIST. SWALE

BEGINNING OF PROJECT

STA. "F-T" 1067+90.00, 40.00' RT

STA. "F-T-SUP-N" 67+90.00

N: 378546.54 E: 3299933.63

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

6 6

EXIST. R/W

TEMP. STRAW MULCH

COMPOST MULCH

C B

C B

T

1076+00 1077+00 1078+00 1079+00 1079+47

76+00 77+00 78+00

78+18

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

TH

\C 1.

ER

O

SI

O

N -N

-B N

D X0

2.

D W

G

C1 .E

RO

SI

ON

-N

-B

ND

X0

2.D W

G

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10'

EC3

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

EC

S E

B R

O N

Z E

W O

O D

A V

E

N S

U N

T R

E E

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GR

AD

IN

G

AN

D

ER

OS

IO

N

CO

NT

RO

L P

LA

NS

FILL SLOPE

END OF PROJECT

STA. "F-T" 1078+06.30, 33.52' RT

STA. "F-T-SUP-N" 78+09.06

N: 379562.79 E: 3299922.32

EROSION CONTROL NOTES

CONSTRUCT SEDIMENT FENCE

(PER COB STD. DWG. E-1)

CONSTRUCT WATTLE

(PER COB STD. DWG. E-4)

APPLY COMPOST MULCH TO EXPOSED SOILS

(SEE SHEET EC1 FOR DETAIL)

INSTALL INLET PROTECTION, FILTER INSERT

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

INSTALL INLET PROTECTION, BIO BAG TYPE 1 IN

GUTTER FLOWLINE

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

CONSTRUCT TREE PROTECTION FENCING

(PER COB STD. DWG. E-3)

NOT USED

APPLY TEMP. STRAW MULCH TO EXPOSED

SOILS ACCORDING TO SOIL EXPOSURE

LIMITATIONS

(SEE SHEET EC1 AND STANDARD SPECS

SECTION 00280.42)

LEGEND

GENERAL NOTES

1. SEE DEMOLITION PLANS (D1-D2) FOR TREES,

FENCES, WALLS AND OTHER EXISTING

FEATURES TO BE PROTECTED.

2. PROTECT INLETS DIRECTLY DOWNSTREAM

OF CONSTRUCTION SITE - WHICH LIE BEYOND

THE VIEW SHOWN ON THE PLANS - WITH

INLET PROTECTION, FILTER INSERT.

3. CONSTRUCT CONCRETE TRUCK WASH OUT -

FIELD LOCATE AS DIRECTED OR APPROVED

(PER ODOT STD. DWG. RD1070)

4 4

"F-T" LINE

"F-T-SUP-N" LINE

EDGE OF PROP. ASPHALT

SHARED-USE PATH, TYP.

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

EXIST. R/W

EXIST. R/W

DEDICATED R/W PER SEPARATE PROJECT.

CONTRACTOR TO VERIFY RECORDATION

PRIOR TO CONSTRUCTION.

WATTLE

INLET PROTECTION

FILL SLOPE

CUT SLOPE

PROPOSED 1' CONTOURS

EXISTING 1' CONTOURS

XXXX

XXXX

TREE PROTECTION FENCING

SEDIMENT FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

DIRECTION OF DRAINAGE

TEMP. STRAW MULCH

COMPOST MULCH

BIO BAG

CHECK DAM

S

C B

C B

D

1067+00 1068+00 1069+00 1070+00 1071+00

1072+00 1073+00 1074+00 1075+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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

D

EM

O

-N -B

N D

X0

2.

D

W G

D

EM

O

LI

TI

O

N P

LA

N

S C1

.D

EM

O- N-

BN

DX

.D W

G

EXIST. R/W

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10' DEMOLITION NOTES

D1

"F-T" LINE

SAWCUT EXIST. AC/CONC. SURFACE

(8-INCH DEPTH TYPICAL IN ROADWAY)

PROTECT EXIST. UTILITY POLE AND GUY WIRE

WHERE APPLICABLE

PROTECT EXIST. FENCE

PROTECT EXIST. TREE

PROTECT EXIST. INLET

PROTECT EXIST. LUMINAIRE

PROTECT EXIST. MANHOLE

REMOVE EXIST. SIGN, RELOCATE PER C SHEETS

PROTECT EXIST. SIGN

PROTECT EXIST. BUS STOP

PROTECT EXIST. POWER EQUIPMENT

PROTECT EXIST. UNDERGROUND POWER LINE

REMOVE EXIST. CURB

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

BE

LO

W

L

EF

T

SCALE: 1" = 20'

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

AB

O

VE

R

IG

H

T "F-T" LINE

EXIST. R/W

SE 15TH ST.

S S

U N

T R

E E

FILL SLOPE

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

LEGEND

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GENERAL NOTES

51.0'

40.0'

EXIST. BACK

OF SIDEWALK

EXIST. CURB EXIST. STRIPING

27 22

40.0' EXIST. CURB

EXIST. BACK OF SIDEWALK

EXIST. STRIPING

1075 SE BLACK RIDGE PL

181203CC02400

1600 SE REED MARKET RD

181203CC05600

1063 SE BLACK RIDGE PL

181203CC02300

1057 SE BLACK RIDGE PL

181203CC02200

1057 SE BLACK RIDGE PL

181203CC02200

1045 SE BLACK RIDGE PL

181203CC02000

1033 SE BLACK RIDGE PL

181203CC01900

1007 SE BLACK RIDGE PL

181203CC01600

1501 SE BRONZEWOOD AVE

181203CC01500

1019 SE BLACK RIDGE PL

181203CC01700

1. ALL CONCRETE CURBS AND SIDEWALKS

IDENTIFIED FOR REMOVAL SHALL BE

REMOVED TO THE CLOSEST CONTROL

JOINT, UNLESS OTHERWISE NOTED IN THESE

PLANS.

2. PROTECT TREES AND UTILITIES UNLESS

OTHERWISE NOTED ON PLANS.

3. 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.

4. REMOVED TREES SHALL BE REPLACED AS

DIRECTED BY THE CITY ENGINEER.

2/

/2

31 31

EXIST. DECIDUOUS TREE

EXIST. CONIFER TREE

FILL SLOPE

CUT SLOPE

REMOVE EXISTING TREE

REMOVE EXTG. ASPHALT, BASE

MATERIALS AND OTHER

UNCLASSIFIED MATERIAL

REMOVE EXTG. CONCRETE, BASE

MATERIALS AND OTHER

UNCLASSIFED MATERIAL

CLEARING AND GRUBBING

REMOVE EXTG. CURB

SAWCUT

1 1

20BEGINNING OF PROJECT

STA. "F-T" 1067+90.00, 40.00' RT

"F-T-SUP-N" 67+90.00

N: 378546.54

E: 3299933.63

C B

T

1076+00 1077+00 1078+00 1079+00 1079+47

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

D

EM

O

-N -B

N D

X0

2.

D

W G

D

EM

O

LI

TI

O

N P

LA

N

S C1

.D

EM

O- N-

BN

DX

.D W

G

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10' DEMOLITION NOTES

D2

1 SAWCUT EXIST. AC/CONC SURFACE

(8-INCH DEPTH TYPICAL IN ROADWAY)

PROTECT EXIST. UTILITY POLE AND GUY WIRE

WHERE APPLICABLE

PROTECT EXIST. FENCE

PROTECT EXIST. WATER VALVE

PROTECT EXIST. TREE

PROTECT EXIST. WALL

PROTECT EXIST. INLET

PROTECT EXIST. TELECOM EQUIPMENT

RELOCATE EXIST. TELECOM EQUIPMENT (BY

OTHERS)

REMOVE EXIST. SIGN, RELOCATE PER C SHEETS

PROTECT EXIST. SIGN

PROTECT EXIST. WATER LINE

PROTECT EXIST. POWER EQUIPMENT

REMOVE EXIST. CURB

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

S E

B R

O N

Z E

W O

O D

A V

E

N S

U N

T R

E E

14 171

LEGEND

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

40.0'

GENERAL NOTES

40.0'

EXIST. CURBEXIST. STRIPING

EXIST. BACK

OF SIDEWALK

1501 SE BRONZEWOOD AVE

181203CC01500

995 SE BLACK RIDGE PL

181203CB00900

181203CB01000

1. ALL CONCRETE CURBS AND SIDEWALKS

IDENTIFIED FOR REMOVAL SHALL BE

REMOVED TO THE CLOSEST CONTROL

JOINT, UNLESS OTHERWISE NOTED IN THESE

PLANS.

2. PROTECT TREES AND UTILITIES UNLESS

OTHERWISE NOTED ON PLANS.

3. 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.

4. REMOVED TREES SHALL BE REPLACED AS

DIRECTED BY THE CITY ENGINEER.

2/

/2

EXIST. CONIFER TREE

FILL SLOPE

CUT SLOPE

REMOVE EXISTING TREE

REMOVE EXTG. ASPHALT, BASE

MATERIALS AND OTHER

UNCLASSIFIED MATERIAL

REMOVE EXTG. CONCRETE, BASE

MATERIALS AND OTHER

UNCLASSIFED MATERIAL

CLEARING AND GRUBBING

REMOVE EXTG. CURB

SAWCUT

EXIST. R/W

EXIST. SIDEWALK TO BE REMOVED PER LARKSPUR

DEVELOPMENT PROJECT (BY OTHERS)

10.0'

DEDICATED R/W PER SEPARATE

PROJECT. CONTRACTOR TO

VERIFY RECORDATION PRIOR TO

CONSTRUCTION

END OF PROJECT

STA. "F-T" 1078+06.30, 33.52' RT

"F-T-SUP-N" 78+09.06

N: 379562.79 E: 3299922.32

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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

RD1

N .T

.S

P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \1

5T H

S T

R E

E T

\C

.D E

T A

IL

S

-N -B

N D

X

-1

5.

D

W G

R O

A D

W A

Y D

E T

A

IL

S C3

0.

DE

TA

IL

S- N-

BN

DX

-1 5.

DW

G

NOT TO SCALE

2/

/2

S E

5T

H S

T R

E E

T

N O

R T

H

S H

A R

E D

-U S

E P

A T

H

6"

VARIES

12" MIN. (H=8" TO 16")

18" MIN. (H=16" TO 24")

#4 REBAR @ 18" O.C.

EXIST.

R/W

3/4" RADIUS, TYP.

SHARED-USE PATH

FINISH SURFACE

EXIST. GROUND

#4 REBAR CONT. @ 12" O.C.

H = VARIES

8" TO 24"

VARIABLE HEIGHT RETAINING FILL CURB DETAIL 1

8" LEVEL 3 ACP, 1/2" DENSE

MAXIMUM LIFT - 3"

MINIMUM LIFT - 2"

NOT TO SCALE

FULL DEPTH PAVEMENT SECTION

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 10"

NOT TO SCALE

S A

W C

U T

E X

IS

T

. P A

V E

M E

N T

P E

R P

LA

N

S

EXIST. ACP

EXIST.

FENCE

3.0'

6"

2" CLR.

COVER(TYP.)

2:1 MAX

VARIABLE HEIGHT RETAINING CUT CURB DETAIL

6"

12"

#4 REBAR @ 18" O.C.

EXIST.

R/W

3/4" RADIUS, TYP.

6:1 BATTER

SHARED-USE PATH

FINISH SURFACE

EXIST. GROUND

#4 REBAR CONT. @ 12" O.C.

8"

2.8'

2" CLR.

COVER(TYP.)

3:1 MAX

9.3"

BOT FG = PER PLAN6:1 BATTER

TC = FG + 4"

FG = PER PLAN*

FG = PER PLAN*

TC = FG + 8"

4"

*FG = F-T-SUP-N FG +0.15' WHEN SHARED-USE PATH IS 10-FT WIDE

FG = F-T-SUP-N FG +0.12' WHEN SHARED-USE PATH IS 8-FT WIDE

*FG = F-T-SUP-N FG +0.15' WHEN SHARED-USE PATH IS 10-FT WIDE

FG = F-T-SUP-N FG +0.12' WHEN SHARED-USE PATH IS 8-FT WIDE

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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

RD2

N .T

.S

P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \1

5T H

S T

R E

E T

\C

.D E

T A

IL

S

-N -B

N D

X

-1

5.

D

W G

D E

T A

IL

S

C3 0.

DE

TA

IL

S-

N-

BN

DX

-1

5.

DW

G

2/

/2

S E

5T

H S

T R

E E

T

N O

R T

H

S H

A R

E D

-U S

E P

A T

H

NOT TO SCALE

CHECK DAMS TYPE 1, 3 AND 4 1

- NOT TO SCALE

CONCRETE TRUCK WASH OUT 2

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

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, 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

RD3

N .T

.S

P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \1

5T H

S T

R E

E T

\C

.S T

D D

E T

A

IL

S -N

-B N

D X

-1 5.

D W

G

D E

T A

IL

S

C3 0.

ST

DD

ET

AI

LS

-N

-B

ND

X0

2-

.D W

G

2/

/2

S E

5T

H S

T R

E E

T S

H A

R E

D -U

S E

P A

T H

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

RD4

N .T

.S

P :\B

\B N

D X

\0

0C A

D \S

H E

E T

S \R

H \1

5T H

S T

R E

E T

\C

.S T

D D

E T

A

IL

S -N

-B N

D X

-1 5.

D W

G

D E

T A

IL

S

C3 0.

ST

DD

ET

AI

LS

-N

-B

ND

X0

2-

.D W

G

2/

/2

S E

5T

H S

T R

E E

T S

H A

R E

D -U

S E

P A

H

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

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H U

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A Y

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O . 1

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Ph on e:

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Be nd

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D r., S ui te

1TBKE

R T

M U

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OREGONJAGAV I

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SEFORPDERE N

63117PE

N

TSI

E

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N DAV ID POW

.N

21 , 2021

EL

EXPIRES 12-31-2026

L

N .T

.S

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

.T

YP

SE

C

TI

O N

S- N

-B N

D X0

2-

.D

W G

TY

PI

C

AL

S

EC

TI

O

N S

C1 0.T

YP

SE

CT

IO

NS

-N

-B

ND

X0

2-1 5.D

W G

TS1

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

NOTES:

1. SURFACE TREATMENT PER LANDSCAPE PLANS

"F-T-SUP-N"

STA 67+90.0 TO 70+90.0

STA 75+20.0 TO 75+91.3

STA 76+90.0 TO 78+09.6

REINFORCED MODIFIED FILL CURB

SEE MODIFIED FILL CURB HEIGHT TABLE

SEE DETAIL 1/RD1

VARIES 18.0' TO 18.0'

SHARED-USE PATH

VARIES

3.9' TO 21.0'

"F-T" LINE

15TH ST

1.0'

SHARED-USE PATH

3" LEVEL 3 ACP, 1/2" DENSE

EXIST.

R/W"F-T-SUP-N"

LINE

AGGREGATE BASE

3/4-0" DENSE

COMP. THKN. - 4"

2:1 MAX

SEE ROW TABLE

VARIES

5.0' TO 6.2'

EXIST.

BIKE LANE

VARIES 11.0' TO 13.0'

EXIST. TRAVEL LANE

CL

SLOPE PER PLAN, 6:1 MAX

EXIST. CURB

1.5% TYP EXIST. GROUND (VARIES)

STA 70+85.0 TO 71+34.6

STA 71+48.2 TO 75+20.2

REINFORCED MODIFIED CUT CURB

E = 8"

SEE DETAIL 2/RD1

STA 73+18.0 TO 73+48.0

STA 76+62.1 TO 76+90.0

2:1 MAX

3:1 MAX

ROW TABLE

ALIGN. START STATION END STATION WIDTH

F-T 1067+60.0 1069+71.2 51.0 RT

F-T 1069+71.2 1078+06.3 40.0 RT

GRAVEL SHOULDER

7" DEPTH

REINFORCED MODIFIED FILL CURB HEIGHT TABLE

ALIGN. START STATION END STATION HEIGHT "H'

F-T-SUP-N 70+85.0 71+19.3 12" TO 20"

F-T-SUP-N 71+19.3 71+34.6 20"

F-T-SUP-N 71+48.2 71+58.2 24" TO 20"

F-T-SUP-N 71+58.2 71+80.0 20" TO 15"

F-T-SUP-N 71+80.0 71+90.0 15"

F-T-SUP-N 71+90.0 72+10.0 15" TO 12"

F-T-SUP-N 72+10.0 72+35.0 12"

F-T-SUP-N 72+35.0 72+40.0 12" TO 9"

F-T-SUP-N 72+40.0 75+20.0 9"

H

SEE WIDTH TABLE

SHARED USE PATH WIDTH TABLE

ALIGN. START STATION END STATION WIDTH

F-T-SUP-N 67+60.0 71+24.2 10'

F-T-SUP-N 71+24.2 71+34.2 10' TO 11.5'

F-T-SUP-N 71+48.1 71+58.1 11.5' TO 10'

F-T-SUP-N 72+31.9 72+54.2 10' TO 8'

F-T-SUP-N 72+54.2 72+63.1 8'

F-T-SUP-N 72+63.1 72+88.3 8' TO 10'

F-T-SUP-N 72+88.3 75+91.3 10'

C B

C B

D

1067+00 1068+00 1069+00 1070+00 1071+00N0°16'21"W 1666.74'

.0

'67+50 68+00

69+00

70+00 71+00

BP

7+

.0

PC

7+

.3

PC

= 68+24.05 PC

8+

.2

PC

= 69+54.77

PC

1+

.7

PT = 68+06.24

PT

8+

.7

PT = 68+90.29

PT

9+

.9

N0°16'21"W 43.31' N10°16'52"W 17.81'

N0°16'21"W 38.56'

N10°20'34"W 64.48' N1°21'52"E 154.82'

STA: 71+24.13

OFF: 10.00' R

FG: 3723.85

BOT FG: 3722.18

STA: 71+34.00

OFF: 11.39' R

FG: 3723.60

BOT FG: 3721.93

STA: 70+90.00

OFF: 10.25' R

FG: 3725.13

BOT FG: 3724.13

STA: 68+16.37

13.58' R

MATCH EXTG.

STA: 68+26.30

10.74' R

MATCH EXTG.

STA: 68+99.15

14.96' R

MATCH EXTG.

STA: 69+05.19

16.70' R

MATCH EXTG.

Δ= 10°00'31" L=43.31' R=74.00'

Δ= 10°00'31" L=43.31' R=84.00'

Δ= 10°04'13" L=43.31' R=74.00'

Δ= 11°42'26" L=43.31' R=84.00'

STA: 71+48.26

OFF: 11.46' R

FG: 3723.20

BOT FG: 3721.20

F-T-SUP-N - PROFILE

67+00 68+00 69+00 70+00 71+00 71+50

ST

A:

7+

.0

G

B

EL

EV

2.

ST

A:

8+

.7

PT

EL

EV

2.

ST

A:

8+

.2

PC

EL

EV

2.

ST

A:

9+

.7

PC

EL

EV

4.

ST

A:

0+

.2

G

B

EL

EV

4.

ST

A:

0+

.2

G

B

EL

EV

4.

ST

A:

0+

.2

G

B

EL

EV

4.

ST

A:

0+

.0

G

B

EL

EV

5.

ST

A:

0+

.2

G

B

EL

EV

4.

-0.67% 0.65% 2.36%

-1.00%-4.33% 3.00%0.85% -0.97%

-2.78%

S

TA

: 6 7+

.3

PC

EL

EV

2.

S

TA

: 6 8+

.0

PC

EL

EV

2.

S

TA

: 7 1+

.7

PC

EL

EV

3.

S

TA

: 6 8+

.2

PT

EL

EV

2.

S

TA

: 6 8+

.2

PT

EL

EV

3.

S

TA

: 6 9+

.9

PT

EL

EV

4.

ST

A:

0+

.0

EL

EV

: 3

5.

ST

A:

9+

.0

EL

EV

: 3

3.

ST

A:

8+

.0

EL

EV

: 3

2.

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

G

R

AD

IN

G

-N -B

N D

X0

2.

D

W G

C

IV

IL

P

LA

N

S C1

.G

RA

DI

NG

-N -B

ND

X0

2.D

W G

EXIST. R/W

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10' CONSTRUCTION NOTES

C1

"F-T" LINE

1 CONSTRUCT ASPHALT SHARED-USE PATH (SEE

TYPICAL SECTIONS FOR DETAILS)

CONSTRUCT ARTERIAL CURB, E=7"

(PER COB STD. DWG. R-3)

CONSTRUCT PERPENDICULAR CURB RAMP

WITH DETECTABLE WARNING SURFACE

(SEE GR SHEETS)

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

CONSTRUCT 8" AC OVER 10" AB

(SEE DETAIL 3/RD1)

CONSTRUCT RETAINING FILL CURB

(SEE TYPICAL SECTIONS FOR LIMITS)

(SEE DETAIL 1/RD1)

PROPOSED LUMINAIRE

(SEE ILLUMINATION PLANS)

REINSTALL EXIST. SIGN

(PER COB STD. DWGS. R-7 & R-9)

PROPOSED LANDSCAPING

(SEE LANDSCAPING PLANS)

M

AT

C H

L

IN

E

ST

A.

"F

-T -S

U P-

N " 7

1+

SE

E

SH

EE

T C

S S

U N

T R

E E

FILL SLOPE

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GENERAL NOTES

1. SEE DEMOLITION PLANS FOR REMOVALS,

AND PROTECTIONS.

2. SEE GRADING AND EROSION CONTROL PLANS

FOR PROPOSED CONTOURS

3. STATIONING SHOWN AT EDGE OF SHARED-USE

PATH IS BASED ON THE "F-T-SUP-N" ALIGN.

4. WHERE JOINING EXISTING CURB, TRANSITION

TO EXISTING CURB EXPOSURE OVER 5 FEET.

.0

.0

.0

10.0'

.5

.0

8.

0'

EXIST. BUS STOP PAD

2 5 3

2/

/2

1075 SE BLACK RIDGE PL

181203CC02400

1600 SE REED MARKET RD

181203CC05600

1063 SE BLACK RIDGE PL

181203CC02300

1057 SE BLACK RIDGE PL

181203CC02200

6.3'

.0

TY

P

.0

PROP. FINISHED

GRADE @

F-T-SUP-N LINE

EXIST. GROUND @

F-T-SUP-N LINE

"F-T-SUP-N" LINE

3.

8'

FILL SLOPE

BEGINNING OF PROJECT

STA. "F-T" 1067+90.00, 40.00' RT

"F-T-SUP-N" 67+90.00

N: 378546.54

E: 3299933.63

SEE GR SHTS FOR

RAMP GRADES

1072+00 1073+00 1074+00 1075+00N0°16'21"W 1666.74'

72+00 73+00 74+00 75+00

PC

2+

.9

PC

2+

.1

PT

1+

.1

PT

2+

.1

PT

2+

.3

PR

C

2+

.4

PR

C

= 72+74.93

N0°13'32"W 35.82' N0°16'21"W 487.44'

STA: 71+58.14

OFF: 10.00' R

FG: 3722.91

BOT FG: 3721.24

STA: 75+20.00

OFF: 10.00' R

EL: 3717.65

BOT FG: 3716.90

Δ= 10°34'03" L=43.31' R=84.00'

Δ= 10°36'49" L=43.31' R=74.00'

Δ= 9°07'37" L=43.31' R=74.00'

Δ= 9°07'34" L=43.31' R=84.00'

R76.0' 7.0'

7.7' R82.0'

EC STA: 72+61.14

OFF: 8.25' R

FG: 3721.29

BOT FG: 3720.54

PRC STA: 72+54.21

OFF: 8.25' R

FG: 3721.37

BOT FG: 3720.62

BC STA: 72+47.94

OFF: 8.87' R

FG: 3721.26

BOT FG: 3720.51

F-T-SUP-N - PROFILE

71+50 72+00 73+00 74+00 75+00 75+50

-2.81%

ST

A:

5+

.0

G

B

EL

EV

7.

ST

A:

2+

.4

PR

C

EL

EV

1.

ST

A:

3+

.0

G

B

EL

EV

0.

ST

A:

4+

.0

G

B

EL

EV

8.

ST

A:

1+

.0

G

B

EL

EV

2.

-1.24%

-1.71%

-1.00%

-1.21% -1.40%

S

TA

: 7 2+

.9

PC

EL

EV

1.

S

TA

: 7 1+

.1

PT

EL

EV

1.

S

TA

: 7 2+

.1

PT

EL

EV

0.

S

TA

: 7 2+

.3

PT

EL

EV

0.

S

TA

: 7 2+

.9

PR

C

EL

EV

0.

ST

A:

4+

.0

EL

EV

: 3

9.

ST

A:

3+

.0

EL

EV

: 3

9.

ST

A:

3+

.0

EL

EV

: 3

0.

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

G

R

AD

IN

G

-N -B

N D

X0

2.

D

W G

C

IV

IL

P

LA

N

S C1

.G

RA

DI

NG

-N -B

ND

X0

2.D

W G

CONSTRUCTION NOTES

C2

1 CONSTRUCT ASPHALT SHARED-USE PATH

(SEE TYPICAL SECTIONS FOR DETAILS)

CONSTRUCT RETAINING CUT CURB

(SEE TYPICAL SECTIONS FOR LIMITS)

(SEE DETAIL 2/RD1)

CONSTRUCT RETAINING FILL CURB

(SEE TYPICAL SECTIONS FOR LIMITS)

(SEE DETAIL 1/RD1)

REINSTALL EXIST. SIGN

(PER COB STD. DWGS. R-7 & R-9)

PROPOSED LANDSCAPING

(SEE LANDSCAPING PLANS)

SCALE: 1" = 20'

M

AT

C H

L

IN

E

ST

A.

"F

-T -S

U P-

N " 7

1+

SE

E

SH

EE

T C

"F-T" LINE

EXIST. R/W

SE 15TH ST.

M

AT

C H

L

IN

E

ST

A.

"F

-T -S

U P-

N " 7

5+

SE

E

SH

EE

T C

9 1

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GENERAL NOTES

1. SEE DEMOLITION PLANS FOR REMOVALS

AND PROTECTIONS.

2. SEE GRADING AND EROSION CONTROL PLANS

FOR PROPOSED CONTOURS

3. STATIONING SHOWN AT EDGE OF SHARED-USE

PATH IS BASED ON THE "F-T-SUP-N" ALIGN.

.0

.0

5.

0' 10

.0

3.

0'

.0

5.

0' 10 .0

4.

0'

TY

P

8.

0'

2/

/2

1057 SE BLACK RIDGE PL

181203CC02200

1045 SE BLACK RIDGE PL

181203CC02000

1033 SE BLACK RIDGE PL

181203CC01900

1007 SE BLACK RIDGE PL

181203CC01600

1501 SE BRONZEWOOD AVE

181203CC01500

1019 SE BLACK RIDGE PL

181203CC01700

PROP. FINISHED

GRADE @

F-T-SUP-N LINE

EXIST. GROUND @

F-T-SUP-N LINE

"F-T-SUP-N" LINE

6.

7'

FILL SLOPE

CUT SLOPE

FILL SLOPE

C B

T

1076+00 1077+00 1078+00 1079+00 1079+47N0°16'21"W 1666.74'

"F-T" LINE

76+00 77+00 78+00

78+18

EP

8+

.2

PC

7+

.7

PT

8+

.0

N0°16'21"W 487.44'

N22°26'54"E 9.19' Δ= 22°43'15" L=43.31' R=84.00'

F-T-SUP-N - PROFILE

75+50 76+00 77+00 78+00 78+30

-3.80% 0.46% -1.80% -0.83% 0.31%

-0.99%

ST

A:

5+

.0

G

B

EL

EV

6.

ST

A:

5+

.3

G

B

EL

EV

6.

S

TA

: 7 7+

.7

PC

EL

EV

4.

ST

A:

6+

.0

G

B

EL

EV

5.

ST

A:

6+

.0

G

B

EL

EV

5.

ST

A:

7+

.0

G

B

EL

EV

5.

ST

A:

7+

.0

G

B

EL

EV

4.

EN

D

O F

PR

O

JE

C

T

ST

A:

8+

.0

G B

EL

EV

4.

ST

A:

7+

.0

EL

EV

: 3

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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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"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

G

R

AD

IN

G

-N -B

N D

X0

2.

D

W G

C

IV

IL

P

LA

N

S C1

.G

RA

DI

NG

-N -B

ND

X0

2.D

W G

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10' CONSTRUCTION NOTES

C3

1 CONSTRUCT ASPHALT SHARED-USE PATH (SEE TYPICAL

SECTIONS FOR DETAILS)

CONSTRUCT ARTERIAL CURB, E=7"

(PER COB STD. DWG. R-3)

CONSTRUCT PERPENDICULAR CURB RAMP WITH

DETECTABLE WARNING SURFACE

(SEE GR SHEETS)

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

CONSTRUCT CONCRETE SIDEWALK

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

CONSTRUCT 8" AC OVER 10" AB

(SEE DETAIL 3/RD1)

CONSTRUCT RETAINING CUT CURB

(SEE DETAIL 2/RD1 FOR DETAILS)

REINSTALL EXIST. SIGN

(PER COB STD. DWGS. R-7 & R-9)

PROPOSED LANDSCAPING

(SEE LANDSCAPING PLANS)

CONSTRUCT LOCAL CURB, E=6"

(PER COB STD. DWG. R-3)

CONSTRUCT ARTERIAL CURB AND GUTTER, E=7"

(PER COB STD. DWG. R-3)

CONSTRUCT LOCAL CURB AND GUTTER, E=6"

(PER COB STD. DWG. R-3)

M

AT

C H

L

IN

E

ST

A.

"F

-T -S

U P-

N " 7

5+

SE

E

SH

EE

T C

S E

B R

O N

Z E

W O

O D

A V

E

N S

U N

T R

E E

12 5 2

CUT SLOPE FILL SLOPE

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

GENERAL NOTES

1. SEE DEMOLITION PLANS FOR REMOVALS,

AND PROTECTIONS.

2. SEE GRADING AND EROSION CONTROL PLANS

FOR PROPOSED CONTOURS

3. STATIONING SHOWN AT EDGE OF SHARED-USE

PATH IS BASED ON THE "F-T-SUP-N" ALIGN.

4. WHERE JOINING EXISTING CURB, TRANSITION

TO EXISTING CURB EXPOSURE

OVER 5 FEET.

.0

.0

5.

0'10

.0

.0

.0

5.

0'10

.0

END OF PROJECT

STA. "F-T" 1078+06.30, 33.52' RT

"F-T-SUP-N" 78+09.06

N: 379562.79 E: 3299922.32

"F-T" LINE

2/

/2

1501 SE BRONZEWOOD AVE

181203CC01500

995 SE BLACK RIDGE PL

181203CB00900

181203CB01000

DEDICATED R/W PER SEPARATE

PROJECT. CONTRACTOR TO VERIFY

RECORDATION PRIOR TO

CONSTRUCTION

PROP. FINISHED

GRADE @

F-T-SUP-N LINE

EXIST. GROUND @

F-T-SUP-N LINE

.0

"F-T-SUP-N" LINE

S

S STOP BAR, 1' WHITE BAR

(SEE COB STD. DWG. R-42A)

STRIPING LEGEND:

CUT SLOPE

12.0'

EXIST. SIDEWALK TO BE REMOVED

PER LARKSPUR DEVELOPMENT

PROJECT (BY OTHERS)

SEE GR SHEETS FOR RAMP GRADES

END OF PATH

GRADE AT 4:1 TO EXIST. GROUND

CB

3716.05

IE-0.4

+0

9+

+0

10+54

PC = 10+04.96

PT

0+

.5

BEG GUTTER

TC=3716.60 - 7"

TC=3716.02 - 0"

FL=3716.02'

FG=3715.98'

TC=3716.50 - 7"

TC=3715.92 - 0"

FL=3715.92'

TC=3716.47 - 7"

TC=3715.89 - 0"

FL=3715.89'

END GUTTER

TC: 3716.12

FL: 3715.62

FG=3716.26'

FG=3716.47' FG=3716.62'

5.2%

0.8

6.

1%

7.

5%

0.6

4.0%

5.4%

0.9%

3.

8%

4.

5%

1.5%

1.

0%

5.

1%

1.

4%

0.8%

"CR-15TH-BRONZEWOOD-SE" STA: 10+23.43

"CR-15TH-BRONZEWOOD-SE" STA: 10+08.05

"F-T" 1075+81.91, 22.00 RT

"CR-15TH-BRONZEWOOD-SE" 9+90.00

"F-T" 1076+11.87, 62.00 RT

"CR-15TH-BRONZEWOOD-SE" 10+53.53

N 0°

'2

1" W

N89°43'39"E

Δ=90°00'00" R=15.00'

FG=3716.17'

0.6% 2.2

EG=3716.27'

EG=3716.11'

EG=3715.72' EG=3715.24'

1.0% 4.

5%

5.

5%

3.6%

4.0%

EG=3716.11'

EG=3716.14'

EG=3715.53'

EG=3715.49'

JOIN EXIST

TC:3716.57'+/-

FL: 3716.16'+/-

"CR-15TH-BRONZEWOOD-SE" STA: 10+21.86 8.26' LT

"CR-15TH-BRONZEWOOD-SE" STA: 10+08.80 4.64' LT

FG=3715.98'

FG=3716.02'

JOIN EXIST

TC=3715.48+/-

FL=3715.09+/-

JOIN EXIST

FG=3715.53+/-

FG=3716.09'

FG=3716.12'

FG=3715.93'

FG=3715.98'

0.

9%

1.5%

0.

9%

1.

5%

5.6%

1.5%

FL: 3715.98'

TC: 3715.98'

0.6%

TC=3716.30 - 6"

TC=3715.80 - 0"

FL=3715.80

1.5%

FG=3716.15'

FG=3716.15'

TC: 3716.62

FG: 3716.12 FG=3716.18'

+5

9+9010+00

+5

PC = 10+15.24

PT = 10+38.69 TC=3715.59'

FL=3715.59' FG=3715.74'

TC=3715.99 - 7"

TC=3715.41 - 0"

FL=3715.41'

TC: 3715.72'

FL: 3715.22'

JOIN EXIST

FL=3715.38+/-

TC=3715.65'

FL=3715.65'

1.5%

1.

4%

1.5%

0.7%

"CR-15TH-BRONZEWOOD-NE" STA: 10+20.08

"F-T" 1076+82.86, 21.71 RT

"CR-15TH-BRONZEWOOD-NE" 10+58.93

"F-T" 1076+47.28, 61.98 RT

"CR-15TH-BRONZEWOOD-NE" 9+90.00

N89°51'22"W

N 0°

'5

4" W

Δ =89°34 '28"

R =15.00'

1.

5%

1.

5%

1.5%

EG=3715.27'

EG=3715.45'

EG=3715.44'

EG=3715.12'

1.5%

4.

2%

7.

0%

4.

5%

EG=3715.24'

EG=3715.27'

EG=3715.30'

JOIN EXIST

TC=3716.36+/-

FL=3714.99+/-

JOIN EXIST

TC: 3715.31'

FL: 3715.18'

TC: 3715.68

FL: 3715.18

FG=3715.50'

0.9%

FG=3715.51'

FG=3715.65'

TC=3715.83 - 6"

TC=3715.33 - 0"

FL=3715.33

FG=3715.55'

1.5%

2.9%

0.

9%

0.

9% FG=3715.60'

FG=3715.69'

2.9%

FG=3715.34'

TC=3715.52'

FL=3715.19'

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

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N E

D B

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D R

A W

N B

Y

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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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

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

GR1

1"

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\R H

\1 5T

H S

TR

EE

T\ C

1.

D

ET

AI

LS

-IN

T- N

-B N

D X0

2-

.D

W G

G R

AD

IN

G D

ET

AI

LS

C1

.D

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AI

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-IN

T-

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BN

DX

-15

.D W

G

2/

/2

SE BRONZEWOOD AVE

S E

5T

H S

T

SE BRONZEWOOD AVE

S E

5T

H S

T

SCALE: 1" = 5'

10'5'0 2.5'

SCALE: 1" = 5'

10'5'0 2.5'

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

3.

0.56'

5.

6.

10.95' 5.72'

7.3 0'3.29'

3.93'

5.00'

6.0 0'

10.00'

8.00'

10.00'

5.

9.00'6.00' 0.25'

10.00'

8.00'

6.00' 3.90'

3.00'

5.

RAMP CL

RAMP CL

RAMP CL

"CR-15TH-BRONZEWOOD-SE" LINE

"F-T" LINE

"F-T" LINE

"CR-15TH-BRONZEWOOD-NE" LINE

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,

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

RAMP

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

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

LANDING AREA/CROSS SLOPE

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

AND R-6C FOR MAXIMUM ALLOWABLE SLOPES

COUNTER SLOPE

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

FOR MAXIMUM ALLOWABLE SLOPES

FLARE SLOPE

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

FOR MAXIMUM ALLOWABLE SLOPES

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%

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.

SE BRONZEWOOD AVE. & SE 15TH ST.

SW CORNER

CURB RAMP DETAILS

SE BRONZEWOOD AVE. & SE 15TH ST.

NW CORNER

CURB RAMP DETAILS

14.28'

1.45'

11.20'

12.25'

4.04'

2.00'

7.3 0'

8.19'3.09'

6.08'

5.31'5.00'

4.00'

7.00'

5.26'

5.00'

1.74'

6.10'

7.50'

5.

5.

6.10'

7.50'

.33'

+0

+0

+4

FG=3724.52'

TC: 3724.64

FL: 3724.06

TC=3724.21'

FL=3724.21'

FG=3724.58'

TC=3724.27'

FL=3724.27'

TC: 3724.91

FL: 3724.33

1.6%

3.4

7.

0%

9.

2%

1.

1%

7.5%

7.5%

"CR-15TH-SUNTREE-MIDBLOCK" STA: 10+24.00

"F-T" 1071+01.76, 19.87 RT

"CR-15TH-SUNTREE-MIDBLOCK" 10+48.00

"F-T" 1070+53.78, 18.61 RT

"CR-15TH-SUNTREE-MIDBLOCK" 10+00.00

N 1°

'1

0" E

EG=3724.51'

EG=3724.06'

0.

7%

EG=3724.28'

EG=3724.36'

JOIN EXIST

TC: 3724.43

FL: 3723.93

JOIN EXIST

TC: 3724.86

FL: 3724.38

FG=3724.70' FG=3724.85'

FG=3724.67'

FG=3724.73'

FG=3724.99'

FG=3724.84'

4.

3%

1.5% 4.

3%

1.5%

1.5%

3.

0%

1.5%

3.

0%

1.

0%

1.

0%

2.

5%

1.

0%

2.

5%

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

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E

D E

S C

H U

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A Y

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JM

Ph on e:

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.7

Be nd

, O re go n

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W L ol o

D r., S ui te

1TBKE

R T

M U

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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

\1 5T

H S

TR

EE

T\ C

1.

D

ET

AI

LS

-IN

T- N

-B N

D X0

2-

.D

W G

G R

AD

IN

G D

ET

AI

LS

C1

.D

ET

AI

LS

-IN

T-

N-

BN

DX

-15

.D W

G

2/

/2

S E

5T

H S

T

SCALE: 1" = 5'

10'5'0 2.5'

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

6.

6.

6.

7.24'

7.2 4'

4.04'

4.06'

6.

'RAMP CL

"F-T" LINE

"CR-15TH-SUNTREE-MIDBLOCK" LINE

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, AND

R-6C FOR MAXIMUM ALLOWABLE SLOPES

RAMP

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

R-6C FOR MAXIMUM ALLOWABLE SLOPES

LANDING AREA/CROSS SLOPE

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

R-6C FOR MAXIMUM ALLOWABLE SLOPES

COUNTER SLOPE

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

FOR MAXIMUM ALLOWABLE SLOPES

FLARE SLOPE

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

FOR MAXIMUM ALLOWABLE SLOPES

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%

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.

S SUNTREE & SE 15TH ST.

MIDBLOCK

CURB RAMP DETAILS

5.

5.

4.00' 4.62' 10.00'

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

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A Y

S N

O . 1

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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

D r., S ui te

1TBKE

R T

M U

N .T

.S

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

TH

\L 1.

PL

AN

TI

N

G P

LA

N

-N -B

N D

X0

2.

D

W G

LA

N

D

SC

AP

E

D

ET

AI

LS

L1 .P

LA

NT

IN

G

PL

AN

-N -B

ND

X0

2.D

W G

L1

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

1 2

3" ASPEN GRAVEL MULCH

ASPEN GRAVEL MULCH

NOT TO SCALE

FINISH GRADE

EXISTING SUBGRADE

NOTES:

1. PRIOR TO CULTIVATING

PLANTING BEDS, STOCKPILE

COMPOST MULCH FOR USE AS

SOIL CONDITIONER.

2. PREPARE SUBGRADE

ACCORDING TO SPEC SECTION

01040.48(a), USING STOCKPILED

COMPOST MULCH AS SOIL

CONDITIONER.

GEOTEXTILE FILTER FABRIC

VE

R

IF

Y

3" 5"

M

IN

16"GA x 6" STAMPED MILL FINISH ALUMINUM

COLOR:BROWN

TOPSOIL (WITH SOIL CONDITIONER)

TAPERED STEEL

STAKE AT 3' O.C.

ADJACENT SEEDING

SEE LANDSCAPE PLANS

" T

YP

COMPACTED SUBGRADE

3" ASPEN GRAVEL MULCH. FILL

TO LEVEL WITH ADJACENT

PAVER EDGING.

LANDSCAPE EDGING

NOT TO SCALE

BOULDER PLACEMENT IN ROCK MULCH

1/

2/

BU

RI

ED

EX

PO

SE

D

LANDSCAPE

BOULDERS

(SEE

CONSTRUCTION

LEGEND).

3" THICK

ASPEN GRAVEL

WASHED 34"

MATERIAL

COMPACT

SUB-GRADE

NOTES:

1. FINAL BOULDER PLACEMENT TO

BE APPROVED BY ENGINEER

PRIOR TO FINAL PLACEMENT.

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

5SHRUB PLANTING

TWO TIMES ROOTBALL SIZE

REMOVE BURLAP OR POT

2" DEEP RAINWATER COLLECTION

BASIN GRAVEL TO GRADE

BARK MULCH, 2' CIRCLE MINIMUM

PREPARED TOPSOIL

COMPACTED TOPSOIL

6" M

IN

LOCATION OF

GROUND COVER

PLANT TYPICAL.

FOR SPACING REQ.

EQ

EQ

PLANTING SPACING

NOT TO SCALE

12" TOPSOIL (WITH SOIL CONDITIONER)

TILL 4" DEPTH OF EXISTING SUBGRADE

3" BARK MULCH

TOPSOIL PREPARATION W/ PERMANENT MULCH FOR PLANTS

FINISH GRADE

EXISTING SUBGRADE

NOTES:

1. PRIOR TO CULTIVATING

PLANTING BEDS, STOCKPILE

COMPOST MULCH FOR USE AS

SOIL CONDITIONER.

2. PREPARE SUBGRADE

ACCORDING TO SPEC SECTION

01040.48(a), USING STOCKPILED

COMPOST MULCH AS SOIL

CONDITIONER.

3. TO OCCUR ONLY IN AREAS

WHERE SHRUBS AND

GROUNDCOVER ARE BEING

INSTALLED.

4. ONLY APPLY 3" OF BARK MULCH

IN AREAS WHERE WE ARE

MATCHING EXISTING.

TSIGER DERE

ARCHIT

EC

T

OREGON

L

AN

DSCAPE

SKYLER T. FLOOD

08/30/2018

RENEWS: 08/30/2026

.3

BU

BB

LE

R

R

IM

S S

C B

C B

D

1067+00 1068+00 1069+00 1070+00 1071+00

3723 3723 3724

3723 3722

3721 37

22 37

23 37 22 3721

1072+00 1073+00 1074+00 1075+00

3720 3719

37173717

3717 3717

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

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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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

1"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

TH

\L 1.

PL

AN

TI

N

G P

LA

N

-N -B

N D

X0

2.

D

W G

L1 .P

LA

NT

IN

G

PL

AN

-N -B

ND

X0

2.D

W G

EXIST. R/W

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10'

L2

"F-T" LINE

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

BE

LO

W

L

EF

T

SCALE: 1" = 20'

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

1+

SE

E

AB

O

VE

R

IG

H

T "F-T" LINE

EXIST. R/W

SE 15TH ST.

FILL SLOPE

FILL SLOPE M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

L3

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

LA

ND

SC

AP

E

PL

AN

S

EXIST. SWALEEXIST. SWALE

BEGINNING OF PROJECT

STA. "F-T" 1067+90.00, 40.00' RT

STA. "F-T-SUP-N" 67+90.00

N: 378546.54 E: 3299933.63

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

EXIST. R/W

LANDSCAPE NOTES

LEGEND

GENERAL NOTES

1. SEE DEMOLITION PLANS (D1-D2) FOR TREES,

FENCES, WALLS AND OTHER EXISTING

FEATURES TO BE PROTECTED.

2. ALL PLANTINGS AND LANDSCAPE FEATURES

THAT ARE LOCATED BEHIND THE PROPOSED

BACK OF SIDEWALK AND/OR SHARED-USE

PATH THAT ARE DAMAGED BY

CONSTRUCTION ACTIVITIES SHALL BE

REPLACED IN-KIND TO THE SATISFACTION OF

THE ENGINEER

INSTALL LANDSCAPE EDGING

(SEE DETAIL 1/L1)

APPLY PERMANENT SEEDING, LAWN SEED

(SEE SPECS SECTION 01030.13(f)C)

APPLY PERMANENT SEEDING, DISTURBED

BY CONSTRUCTION SEED MIX (SEE SPECS

SECTION 01030.13(f)A)

INSTALL MEDIUM BOULDER (SEE SPECS

SECTION 01040.23(b) AND DETAIL 2/L1)

APPLY BARK MULCH, 3" DEPTH (SEE DETAIL

3/L1)

APPLY ASPEN ROCK MULCH, 3" DEPTH (SEE

DETAIL 4/L1)

LEGEND

FILL SLOPE

CUT SLOPE

FILL SLOPE

CUT SLOPE

EXISTING 1' CONTOURSXXXX

ASPEN ROCK MULCH

(SEE DETAIL 4/L1)

BARK MULCH (SEE DETAIL 3/L1)

ASPHALT PAVEMENT

(SEE C SHTS.)

CONCRETE PAVEMENT

(SEE C SHTS.)

PERMANENT SEEDING NO. 1, LAWN

SEED

(SEE SPECS SECTION 01030.13(f)C)

PERMANENT SEEDING NO. 2,

DISTURBED BY CONSTRUCTION

SEED MIX

(SEE SPECS SECTION 01030.13(f)A)

3 3

6664 4 4 4 4

5 55

6 6 6 44444444

MEDIUM BOULDER

(SEE SPECS SECTION 01040.23(b)

AND DETAIL 2/L1)

METAL EDGING

(SEE DETAIL 1/L1)

PROPOSED 1' CONTOURSXXXX

PRIVATE IRRIGATION SYSTEMS TO BE

RETROFITTED AND DESIGN-BUILT BY CONTRACTOR

SO ALL REMAINING AND/OR REPLACED

LANDSCAPING IS ADEQUATELY IRRIGATED.

TSIGER DERE

ARCHIT

EC

T

OREGON

L

AN

DSCAPE

SKYLER T. FLOOD

C B

T

1076+00 1077+00 1078+00 1079+00 1079+47

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

R

JM

Ph on e:

.3

.7

Be nd

, O re go n

N

W L ol o

D r., S ui te

1TBKE

R T

M U

1"

0'

P:

\B

\B N

D X0

2\

C

AD

\S H

EE

TS

\L A\

TH

\L 1.

PL

AN

TI

N

G P

LA

N

-N -B

N D

X0

2.

D

W G

L1 .P

LA

NT

IN

G

PL

AN

-N -B

ND

X0

2.D

W G

SE 15TH ST.

40'20'0

SCALE: 1" = 20'

10'

L3

M

AT

C H

L

IN

E

ST

A.

"F

-T " 1

5+

SE

E

SH

EE

T

L2

S E

B R

O N

Z E

W O

O D

A V

E

2/

/2

SE

5T H

S

TR

EE

T

(N O

R

TH

SH

AR

ED

-U

SE

P

AT

H

LA

ND

SC

AP

E

PL

AN

S

FILL SLOPE

END OF PROJECT

STA. "F-T" 1078+06.30, 33.52' RT

STA. "F-T-SUP-N" 78+09.06

N: 379562.79 E: 3299922.32

"F-T" LINE

PROPOSED RETAINING CURB,

SEE CIVIL PLANS

EXIST. R/W

EXIST. R/W

DEDICATED R/W PER SEPARATE PROJECT.

CONTRACTOR TO VERIFY RECORDATION

PRIOR TO CONSTRUCTION.

LANDSCAPE NOTES

LEGEND

GENERAL NOTES

1. SEE DEMOLITION PLANS (D1-D2) FOR TREES,

FENCES, WALLS AND OTHER EXISTING

FEATURES TO BE PROTECTED.

2. ALL PLANTINGS AND LANDSCAPE FEATURES

THAT ARE LOCATED BEHIND THE PROPOSED

BACK OF SIDEWALK AND/OR SHARED-USE

PATH THAT ARE DAMAGED BY

CONSTRUCTION ACTIVITIES SHALL BE

REPLACED IN-KIND TO THE SATISFACTION OF

THE ENGINEER

APPLY PERMANENT SEEDING, DISTURBED

BY CONSTRUCTION SEED MIX (SEE SPECS

SECTION 01030.13(f)A)

INSTALL MEDIUM BOULDER (SEE SPECS

SECTION 01040.23(b) AND DETAIL 2/L1)

APPLY BARK MULCH, 3" DEPTH (SEE DETAIL

3/L1)

APPLY ASPEN ROCK MULCH, 3" DEPTH (SEE

DETAIL 4/L1)

LEGEND

FILL SLOPE

CUT SLOPE

FILL SLOPE

CUT SLOPE

EXISTING 1' CONTOURSXXXX

ASPEN ROCK MULCH

(SEE DETAIL 4/L1)

BARK MULCH (SEE DETAIL 3/L1)

ASPHALT PAVEMENT

(SEE C SHTS.)

CONCRETE PAVEMENT

(SEE C SHTS.)

PERMANENT SEEDING NO. 2,

DISTURBED BY CONSTRUCTION

SEED MIX

(SEE SPECS SECTION 01030.13(f)A)

MEDIUM BOULDER

(SEE SPECS SECTION 01040.23(b)

AND DETAIL 2/L1)

3 1

44 2 2 2 2

PROPOSED 1' CONTOURSXXXX

TSIGER DERE

ARCHIT

EC

T

OREGON

L

AN

DSCAPE

SKYLER T. FLOOD

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

3.2.1.

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

K C

K

P C

B

1TBKE

P o r t l a n d

O r e g o n

W t h

A v…