JOSH WILSON RD

FAR

M T

O M

ARKE

T R

D

R 2

ER

3 E

T 34 NT 35 N

BAYV

IEW

ED

ISO

N R

D

ANACORTES BURLINGTON

SEDRO WOOLLEY

MOUNT VERNON

PROJECTLOCATION

BAY VIEW

GUEMES IS.

EDISONBOW

5

FARM TO MARKET / JOSH WILSON ES31010-4

SITE MAP NTS

INTERSECTION IMPROVEMENT PROJECT

VICINITY MAP NTS

PROJECT SITE

ROAD

TOWNSHIP LINES

SECTION LINES

SECTION NUMBER

LEGEND

END PROJECTJOSH WILSON RDJ-LINE STA. 18+50.00NORTHING: 546393.33EASTING: 120179.44

BEGIN PROJECTJOSH WILSON RDJ-LINE STA. 10+00.00NORTHING: 546401.97EASTING: 1249329.72

END CONSTRUCTIONFARM TO MARKET RDF-LINE STA. 50+00.00NORTHING: 545834.31EASTING: 1249757.18

END CONSTRUCTIONFARM TO MARKET RDF-LINE STA. 60+00.00NORTHING: 546834.24EASTING: 1249748.65

T 35N R3E

FARM TO MARKET RD VICINITY

SHEETOF

SKA

GIT

CO

UN

TYPU

BLI

C W

OR

KS

RE

VIS

ION

SN

O.

DAT

E

PRO

JEC

T LO

CAT

ED N

EAR

:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

)416

-140

0 FA

X (3

60) 4

16-1

405

ENG

INEE

R O

F R

ECO

RD

COVE

R SH

EET

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

TER

SEC

TIO

N IM

PRO

VEM

ENTS

1 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: E

KND

RAW

N B

Y: E

KN

CH

ECKE

D B

Y: R

LWAP

PRO

VED

BY:

BUR

LIN

GTO

N, W

ASE

CTI

ON

28,

29, 3

2,&3

3, T

35

N, R

03

E

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

ALLEN WEST RD

SKAGIT COUNTY OFFICIALS

APPROVED FOR CONSTRUCTION

SHEET INDEX

SHEET NUMBER SHEET TITLE

1 COVER SHEET

2 LEGEND & GENERAL NOTES

3 DETOUR ROUTE

4 TRAFFIC CONTROL PLAN

5 ALIGNMENT PLAN

6 TESC PLAN

7 SITE PREP & DEMO PLAN

8 ROADWAY SECTIONS

9 ROADWAY PROFILES

10 GRADING PLAN - NORTH

11 GRADING PLAN - SOUTH

12 GRADING PLAN - CENTER ISLAND

13 DRAINAGE & UTILITY PLAN - NORTH

14 DRAINAGE & UTILITY PLAN - SOUTH

15 DRAINAGE PROFILES

16 DRAINAGE & UTILITY DETAILS

17 SPLITTER ISLAND DETAILS

18 PAVING PLAN - NORTH

19 PAVING PLAN - SOUTH

20 CHANNELIZATION & SIGNAGE - NORTH

21 CHANNELIZATION & SIGNAGE - SOUTH

22 SIGNAGE DETAILS

23 ILLUMINATION PLAN

24 ILLUMINATION DETAILS

6.21.21

EXISTING PROPOSED

CENTERLINE

PROPERTY/RIGHT OF WAY

MAG NAIL

CONTROL POINT

MONUMENT

QUARTER SECTION CORNER

SECTION CORNER

EDGE OF GRAVEL

EDGE OF PAVEMENT

ASPHALT PAVEMENT

PCC PAVEMENT

PORTABLE CHANGEABLE MESSAGE SIGN

SIGN (SINGLE POST)

STORM DRAIN

FLOW ARROW

CATCH BASIN

EXISTING PROPOSED

DITCH LINE

INDEX CONTOUR

INTERMEDIATE CONTOUR

UNDERGROUND FIBER

TELEPHONE PEDESTAL

ELECTRICAL BOX

GUY WIRE

POWER POLE

WATER LINE

BUTTERFLY VALVE

CHECK VALVE

FIRE HYDRANT

GATE VALVE

SAWCUT

TEMPORARY SILT FENCE

145

141

LEGEND LEGEND (CONT.)

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

OF

SKA

GIT

CO

UN

TYPU

BLI

C W

OR

KS

RE

VIS

ION

SN

O.

DAT

E

PRO

JEC

T LO

CAT

ED N

EAR

:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

) 416

-140

0 FA

X (3

60) 4

16-1

405

ENG

INEE

R O

F R

ECO

RD

LEGE

ND &

GEN

ERAL

NOT

ES

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

TER

SEC

TIO

N IM

PRO

VEM

ENTS

2 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: E

KND

RAW

N B

Y: E

KN

CH

ECKE

D B

Y: R

LWAP

PRO

VED

BY:

BUR

LIN

GTO

N, W

ASE

CTI

ON

28,

29, 3

2,&3

3, T

35

N, R

03

E CULVERT

ABBREVIATIONSAP ANGLE POINT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

PRC POINT OF REVERSE CURVE

POC POINT ON CURVE

POT POINT ON TANGENT

MPOC MID-POINT ON CURVE

PCMS

TYPE 3 BARRICADES

PAVEMENT REMOVAL AREA

CURB AND GUTTER

STREAMBED COBBLES

LIMITS OF EXISTING DITCH

TEXTURED & PIGMENTED CONCRETE

SUMMARY OF QUANTITIESITEM NO. TECH. PROV. DESCRIPTION APPROX. QTY UNIT

1 1-09.7 MOBILIZATION 1 LS2 1-04 MINOR CHANGE 1 CALC3 1-05 ROADWAY SURVEYING 1 LS4 1-05.4 LICENSED SURVEYING 1 LS5 1-07 SPCC PLAN 1 LS6 1-09 UNANTICIPATED UNDERGROUND CONFLICTS 1 FA

7 1-09 UNANTICIPATED MINOR STRUCTURE REVISIONS 1 FA

8 1-09 UNANTICIPATED DEWATERING 1 FA

9 1-09 UNANTICIPATED UNSUITABLE SUBGRADE REPAIR 1 FA

10 1-09 UNANTICIPATED REPAIR/RESTORATION OF PUBLIC AND PRIVATEFACILITIES 1 FA

11 1-10 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS

12 2-01 CLEARING AND GRUBBING 0.10 ACRE13 2-01 ROADSIDE CLEANUP 1 FA14 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 1 LS

15 2-03 ROADWAY EXCAVATION INCL. HAUL 2025 CY16 2-03 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 1300 CY

17 2-03 GRAVEL BORROW INCL. HAUL 3200 TON18 2-11 TRIMMING AND CLEANUP 1 LS19 4-04 CRUSHED SURFACING BASE COURSE 5430 TON20 4-04 CRUSHED SURFACING TOP COURSE 1390 TON21 5-04 HMA CL. 12 IN. PG 58H-22 2650 TON22 5-05 TEXTURED AND PIGMENTED CEMENT CONCRETE TRUCK APRON 390 SY

23 5-05 TEXTURED AND PIGMENTED CEMENT CONCRETE TRAFFIC ISLAND 320 SY

24 7-03 CEMENT CONCRETE PIPE ARCH 13.5" X 22" DIAM. 120 LF25 7-03 FLARED END SECTION 13.5" X 22" DIAM. 1 EACH26 7-05 MODIFIED CATCH BASIN TYPE 2 1 EACH27 8-01 EROSION/WATER POLLUTION CONTROL 1 FA28 8-01 HIGH VISIBILITY SILT FENCE 3200 LF29 8-01 ESC LEAD 100 DAY30 8-02 LANDSCAPING 1 LS31 8-04 CEMENT CONCRETE TRAFFIC CURB 160 LF32 8-04 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER 265 LF33 8-04 ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER 1060 LF34 8-20 ILLUMINATION SYSTEM 1 LS35 8-21 PERMANENT SIGNING 1 LS36 8-22 PLASTIC LINE 6020 LF37 8-22 PLASTIC WIDE LANE LINE 300 LF38 8-22 PLASTIC WIDE DOTTED ENTRY LINE 150 LF39 8-22 PLASTIC YIELD SYMBOL 24 EACH40 9-13 8 IN QUARRY SPALLS 70 TON41 9-22 MONUMENT CASE AND COVER 1 EACH

JOE

ALLEN WEST RD

FAR

M T

O M

ARKE

T R

DFA

RM

TO

MAR

KET

RD

RECTOR RD

JOE LEARYSLOUGH

SAMISH RIVER

JOELEARY

SLOUGH

NAME

IND

IAN

SAMISH RIVER

LITTLE

INDIAN

JOSH WILSON RD

AVO

N A

LLEN

RD

OVENELL RD

BAY VIEW RD

LEARY

SLOUGH

SLOUGH

SLOU

GH

SLOUGH

NO

INDIANSLOUGH

INDIAN SLOUGH

GAGESLAKESLOUGH

GAGES

THOMASCREEK

REC

TOR

RD

JOSH WILSON RD

SKAGIT RIVER

SHEETOF

SKA

GIT

CO

UN

TYPU

BLI

C W

OR

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RE

VIS

ION

SN

O.

DAT

E

PRO

JEC

T LO

CAT

ED N

EAR

:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

) 416

-140

0 FA

X (3

60) 4

16-1

405

DES

IGN

EN

GIN

EER

DETO

UR R

OUTE

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

TER

SEC

TIO

N IM

PRO

VEM

ENTS

3 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: E

KND

RAW

N B

Y: E

KN

CH

ECKE

D B

Y: G

RC

APPR

OVE

D B

Y:

BUR

LIN

GTO

N, W

ASE

CTI

ON

28,

29, 3

2,&3

3, T

35

N, R

03

E

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

PCMS1 2

ROAD TO BE CLOSED XX/XX/XX TO XX/XX/XX

2.0 SEC 2.0 SEC

FIELD LOCATE APPROX. AS SHOWN

11

20

FARM TOMARKET/JOSHWILSON ROAD

CLOSEDXX MILESAHEAD

FOLLOWDETOUR

48"

60"

M4-9 MOD

1

3R

FARM TOMARKET/JOSHWILSON ROAD

CLOSEDXX MILES

AHEAD

LOCAL TRAFFICONLY

2

2

DETOUR

M4-10L

DETOUR

M4-10R

DETOUR

M4-10L

FARM TO

MARKET NORTH

DETOUR

3R

4

1

FARM TOMARKET NORTH/JOSH WILSON RD

WEST

DETOUR

4

JOSH WILSON

RD EAST

DETOUR

5R

4 5R

DETOUR

M4-10L

DETOUR

M4-10R

JOSH WILSON

RD EAST

DETOUR

5L

5L

DETOUR

M4-10L

DETOUR

M4-10R

DETOUR

M4-10L

DETOUR

M4-10R

DETOUR

M4-10L DETOUR

M4-10R

FARM TOMARKET SOUTH

DETOUR

6L

7

6L

LEGEND

TEMPORARY SIGN

NOTES

1. INSTALL TEMPORARY SIGNS PER WSDOT STANDARD PLAN K-80.10.

2. PCMS TO BE IN PLACE 5 DAYS PRIOR TO BEGINNING OF WORK.

PORTABLE CHANGEABLEMESSAGE SIGN

PCMS

ROAD CLOSURE AREA

PCMS

PCM

S

PCMS

PCMS

48"

60"

M4-9 MOD

48"

60"

M4-9 MOD

48"

60"

M4-9 MOD

48"

60"

M4-9 MOD

48"

60"

M4-9 MOD

QTY: 3 QTY: 1 QTY: 2

QTY: 2 QTY: 3

QTY: 1 QTY: 3

1

DETOUR

M4-10L

ENDDETOURM4-8A (18'X24")

3L

7

3R

5R

ENDDETOURM4-8A (18'X24")

3L48"

60"

M4-9 MOD

QTY: 1

FARM TO

MARKET NORTH

DETOUR

FARM TOMARKET SOUTH

DETOUR

6 QTY: 1

M4-9 MOD M4-9 MOD

48"

60"

48"

60"

W20-3

8

8

8 QTY: 4

36"

36"

5R

NOT TO SCALE

1

ROADCLOSED500 FT

7R

6L

6

FARM TOMARKET SOUTH/JOSH WILSON RD

DETOUR

7R QTY: 1

FARM TOMARKET SOUTH/JOSH WILSON RD

DETOUR

7 QTY: 3

M4-9 MOD M4-9 MOD

48"

60"

48"

7

6L

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

100 0 100 200

SCALE OF FEETSCALE: 1"=100'

LEGEND

TYPE 3 BARRICADES, SEE NOTE 1

NOTES

1. BARRICADES TO BE TYPE 3 WITH BEACON PERWSDOT STANDARD PLAN K-80.20-00.

2. R11-2 SIGNS TO BE MOUNTED TO BARRICADE PERMANUFACTURER RECOMMENDATIONS OR WSDOTSTANDARD PLAN K-80.20-00.

3. BARRICADES TO BE ADJUSTED AS REQUIRED ORDIRECTED BY ENGINEER.

4. CONTRACTOR SHALL COORDINATE PLACEMENT OFBARRICADES WITH LOCAL CONSTRUCTION WORK,TO AVOID BLOCKING SIDE ROAD ACCESS.

INSTALL TYPE 3 BARRICADES 10 FEET SOUTH (APPROX. STA 90+50) OFLAST DRIVEWAY PRIOR TO CONSTRUCTION AREA.

SEE NOTES.

INSTALL TYPE 3 BARRICADES 10 FEET NORTH (APPROX. STA 49+75) OFLAST DRIVEWAY PRIOR TO CONSTRUCTION AREA.SEE NOTES.

INSTALL TYPE 3 BARRICADES 10 FEET WEST (APPROX. STA 19+15) OFLAST DRIVEWAY PRIOR TO CONSTRUCTION AREA.SEE NOTES.

INSTALL TYPE 3 BARRICADES 10 FEET EAST (APPROX. STA 9+90) OFLAST DRIVEWAY PRIOR TO CONSTRUCTION AREA.

SEE NOTES.

R 11-2

48"

30"

R 11-2

48"

30"

R 11-2

48"

30"

R 11-2

48"

30"

SHEETOF

SKA

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SN

O.

DAT

E

PRO

JEC

T LO

CAT

ED N

EAR

:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

) 416

-140

0 FA

X (3

60) 4

16-1

405

DES

IGN

EN

GIN

EER

TRAF

FIC

CONT

ROL P

LAN

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

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SEC

TIO

N IM

PRO

VEM

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4 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: E

KND

RAW

N B

Y: E

KN

CH

ECKE

D B

Y: R

LWAP

PRO

VED

BY:

BUR

LIN

GTO

N, W

ASE

CTI

ON

28,

29, 3

2,&3

3, T

35

N, R

03

E

JOSH WILSON ROAD

FAR

M T

O M

ARKE

T R

OAD

2

3

1

18+5010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

50+0

051

+00

52+0

053

+00

54+0

055

+00

56+0

057

+00

58+0

059

+00

60+0

0

N89° 24' 07"E S88° 13' 19"E

J-LINE POTSTA 18+50NORTHING = 546393.65EASTING = 1250169.26

F-LINE POTSTA 60+00NORTHING = 546834.13EASTING = 1249748.59

J-LINE POTSTA 10+00NORTHING = 546402.03EASTING = 1249319.52

F-LINE POTSTA 50+00NORTHING = 545834.31EASTING = 1249757.18

J-LINEJ-LINE

F-LI

NE

F-LI

NE

N00° 22' 04"W

N00° 39' 29"W

POINT OF INTERSECTIONJ-LINE 14+34.00 = F-LINE 55+72.00NORTHING = 546406.56EASTING = 1249753.50

SEE NOTE 3

4

5

6

7

N89°04'50"W N89°56'00"E

N1°

03'3

1"E

S1°4

6'16

"E

29

32

29 28

28

33

32 33

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

CONTROL POINT DATA TABLEPOINT DESCRIPTION NORTHING EASTING ELEVATION

MONUMENT 546394.762 1249739.144 143.70'

CONTROL POINT 546351.734 1249719.434 142.95'

MAG NAIL 546374.596 1249759.887 143.95'

MONUMENT 547724.101 1249763.705 187.86'

MONUMENT 546398.004 1252528.849 164.82'

MONUMENT 543797.905 1249819.448 115.47'

MONUMENT 546437.406 1247082.035 149.72'

2

3

1

60 0 60 120

SCALE OF FEETSCALE: 1"=60'

T35N R3E W.M.

LEGEND

RIGHT OF WAY

CONSTRUCTION ALIGNMENT

NOTES1. FIELD SURVEY AND MAPPING WAS PROVIDED BY SKAGIT COUNTY DEPARTMENT OF

PUBLIC WORKS AND SUPPLEMENTED WITH DEPARTMENT OF NATURAL RESOURCESLIDAR DATA. CONTRACTOR TO VERIFY ACCURACY.

2. DAMAGED, DISTURBED, OR DESTROYED SURVEY MONUMENTS SHALL BE REPLACEDWITHIN 90 DAYS OF REMOVAL, DISTURBANCE, OR DESTRUCTION. REPLACEMENT OFSURVEY MONUMENT SHALL BE DONE SO IN ACCORDANCE WITH SKAGIT COUNTYSTANDARDS. COSTS OF REPLACING SURVEY MONUMENT SHALL BE PAID BY PARTYCAUSING THE REMOVAL, DISTURBANCE, OR DESTRUCTION.

3. SEE SHEET 7 AND PROJECT SPECIAL PROVISIONS FOR ADDITIONAL SURVEY MONUMENTINFORMATION.

MONUMENT

CONTROL POINT

MAG NAIL

POINT OF INTERSECTION

4

5

6

7

SHEETOF

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CAT

ED N

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:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

) 416

-140

0 FA

X (3

60) 4

16-1

405

DES

IGN

EN

GIN

EER

ALIG

NMEN

T PL

AN

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

TER

SEC

TIO

N IM

PRO

VEM

ENTS

5 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: K

HD

RAW

N B

Y: K

H

CH

ECKE

D B

Y: R

LWAP

PRO

VED

BY:

BUR

LIN

GTO

N, W

ASE

CTI

ON

28,

29, 3

2,&3

3, T

35

N, R

03

E

HORIZONTAL DATUM: NAD83/ 11 NORTH ZONEVERTICAL DATUM: NAVD 88

18+5010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

60+0

050

+00

51+0

052

+00

53+0

054

+00

55+0

056

+00

57+0

058

+00

59+0

0

POINT OF INTERSECTIONJ-LINE 14+34.00 = F-LINE 55+72.00

SILT FENCE A.P.F-LINE STA 54+63 (42' L)

SILT FENCE A.P.F-LINE STA 54+63 (32' L)

SILT FENCE A.P.J-LINE STA 13+25 (39' R)

SILT FENCE A.P.J-LINE STA 10+02 (59' L)

SILT FENCE A.P.J-LINE STA 12+48 (54' L)

SILT FENCE A.P.F-LINE STA 56+98 (52' L)

SILT FENCE A.P.F-LINE STA 59+14 (41' R)

SILT FENCE A.P.F-LINE STA 59+14 (46' R)

SILT FENCE A.P.F-LINE STA 58+14 (43' R)

SILT FENCE A.P.F-LINE STA 58+14 (48' R)

SILT FENCE A.P.F-LINE STA 57+14 (45' R)

SILT FENCE A.P.J-LINE STA 16+05 (39' L)

SILT FENCE A.P.J-LINE STA 17+70 (31' R)

SILT FENCE A.P.J-LINE STA 17+71 (51' R)

SILT FENCE A.P.J-LINE STA 16+03 (56' R)

SILT FENCE A.P.F-LINE STA 54+40 (49' R)

J-LINE STA 10+02 (30' L)BEGIN SILT FENCE

F-LINE STA 59+90 (36' R)END SILT FENCE

F-LINE STA 59+90 (40' R)BEGIN SILT FENCE

J-LINE STA 9+80 (30' R)BEGIN SILT FENCE

F-LINE STA 50+00 (23' L)END SILT FENCE F-LINE STA 50+00 (57' R)

END SILT FENCE

J-LINE STA 18+30 (27' R)END SILT FENCE

J-LINE STA 18+30 (45' L)END SILT FENCE

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

60 0 60 120

SCALE OF FEETSCALE: 1"=60'

LEGEND

SILT FENCE

NOTES

1. INSTALL HIGH-VISIBILITY SILT FENCE PER WSDOTSTANDARD PLAN I-30.16-01. SILT FENCE TO BEINSTALLED 1 FT MIN. INSIDE ROW.

2. INSTALL STRAW WATTLES IN DITCHES OR ASREQUIRED OR DIRECTED BY ENGINEER. STRAWWATTLES TO BE INSTALLED PER WSDOTSTANDARD PLAN I-30.30-02.

SHEETOF

SKA

GIT

CO

UN

TYPU

BLI

C W

OR

KS

RE

VIS

ION

SN

O.

DAT

E

PRO

JEC

T LO

CAT

ED N

EAR

:

1 INCH SCALE BARADJUST SCALE ACCORDINGLY

1800

CO

NTI

NEN

TAL

PLAC

EM

OU

NT

VER

NO

N, W

A 98

273-

5625

(360

) 416

-140

0 FA

X (3

60) 4

16-1

405

DES

IGN

EN

GIN

EER

TESC

PLA

N

FAR

M T

O M

AR

KET

/JO

SH W

ILSO

NIN

TER

SEC

TIO

N IM

PRO

VEM

ENTS

6 24

PRO

JEC

T N

O.:

ES

3101

0-4

FED

. AID

NO

.: N

/A

DES

IGN

ED B

Y: E

N/K

HD

RAW

N B

Y: E

N/K

H

CH

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D B

Y: R

LWAP

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N, W

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28,

29, 3

2,&3

3, T

35

N, R

03

E

J-LINE

F-LI

NE

F-LI

NE

J-LINE

RIGHT-OF-WAY

FLOW DIRECTION

18+5010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00JOSH WILSON RD

JOSH WILSON RD

FAR

M T

O M

ARKE

T R

DFA

RM

TO

MAR

KET

RD

BEGIN PAVEMENT REMOVALSEE DETAIL

END PAVEMENT REMOVALSEE DETAIL

END PAVEMENT REMOVALSEE DETAIL

BEGIN PAVEMENT REMOVALSEE DETAIL

60+0

050

+00

51+0

052

+00

53+0

054

+00

55+0

056

+00

57+0

058

+00

59+0

0

POINT OF INTERSECTIONJ-LINE 14+34.00 = F-LINE 55+72.00

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

KEYNOTES1. UTILITY POLE TO BE RELOCATED (BY OTHERS)

2. PROTECT EXISTING WATER LINE(S) AND VALVE(S)

3. PROTECT EXISTING UNDERGROUND TELE/COMM LINES

4. PRESERVE AND PROTECT EXISTING CONCRETECULVERT

5. REMOVE SIGN. SEE NOTE 2

6. FIRE HYDRANT TO BE RELOCATED BY OTHERS. SEESHEET 13

7. REMOVE EXISTING CONCRETE PADS. PRESERVE ANDPROTECT EXISTING UTILITY BOXES. ADJUST RIMS TOMATCH FINISH GRADE. SEE SHEET 13

8. FIBER VAULT TO BE RELOCATED BY OTHERS

9. REMOVE MONUMENT, SEE NOTE 3

10. REMOVE EXISTING CONCRETE CULVERT

11. WATER LINE EXTENSION TO BE INSTALLED BY SKAGITCOUNTY PUD.

LEGEND

PAVEMENT REMOVAL AREA(SEE 2-02 REMOVAL OF STRUCTURESAND OBSTRUCTIONS)

EXISTING WATER LINE

EXISTING UNDERGROUND FIBER

RIGHT-OF-WAY/LIMITS OF WORK

1

4

2

3

1

10

5

23

5

5

7

2

6

5

6

NOTES

1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.

2. REMOVED SIGNS SHALL REMAIN PROPERTY OF SKAGIT COUNTY.CONTRACTOR TO COORDINATE WITH COUNTY TO ARRANGE DELIVERY TOCOUNTY MAINTENANCE YARD. SIGN REMOVAL SHALL BE INCIDENTAL AND NOSEPARATE MEASUREMENT OR PAYMENT WILL BE MADE.

3. MONUMENT (BLM GBDB CODE 300200) TO BE REMOVED AND REESTABLISHEDBY CONTRACTOR WITHIN THE PARAMETERS OF THE DNR PERMIT. SEECONTRACT SPECIAL PROVISIONS AND DNR PERMIT NO. 7009.

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28,

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3, T

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1

1 1 1

5

5

4

7

60 0 60 120

SCALE OF FEETSCALE: 1"=60'

119

24'24

'

24'

37'

BEGIN CONSTRUCTIONF-LINE STA 50+00.00

BEGIN CONSTRUCTIONJ-LINE STA 10+00.00

END CONSTRUCTIONF-LINE STA 59+90.00

END CONSTRUCTIONJ-LINE STA 18+30.00

8

119

119

119

9

9

2

10

2

8

1111

26'TRAVEL LANE

17'TRUCK APRON

26'TRAVEL LANE

17'TRUCK APRON

℄

2%

50'CENTER ISLAND

12 5

2% 2% 2%

6 68

7

8

136'

53

5

7

5

1 2

DEPTH VARIESSEE NOTE 2 AND DETAIL

4

KEYNOTES:1. 2 IN LIFT HMA CL 1/2 - IN PG 58H-22

2. 3 IN LIFT HMA CL 1/2 - IN PG 58H-22

3. 2 IN (MIN) CRUSHED SURFACING TOP COURSE

4. 10 IN CRUSHED SURFACING BASE COURSE

5. 8 IN TEXTURED AND RED PIGMENTED CEMENT CONCRETE PAVEMENT, SEE NOTE 1

6. CURB 1: ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER PER WSDOT STD PLANS F-10.18

7. CURB 2: (OUTSIDE, RIGHT SIDE, OR SPLITTER ISLAND ROUNDABOUT CEMENT

CONCRETE CURB AND GUTTER PER WSDOT STD PLANS F-10.18

8. CURB 3: ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB PER WSDOT STD PLANS F-10.184' TO 8'

SHOULDER LANE VARIES 13' TO 17' LANE VARIES 13' TO 17' 4' TO 8'SHOULDER

SPLITTER ISLAND VARIES 0' TO 8' SEE SHEET 17

2%2% 2% 2%

57 7 1 212

℄

FOR DITCH DETAILSSEE DRAINAGE SHEETS

4:1MAX4:1MAX3:1TYP1.5:1MAX

EXISTING GROUND

SEED AND FERTILIZEPER WSDOTSPEC. 8-02.3

SUBGRADE3

4

VARIES 2' MINSEEGRADING PLANS

VARIES 2' MINSEE GRADING PLANS

12' LANE 12' LANESHOULDER

VARIES0' - 4'

SHOULDERVARIES 0'-4'

2% 2% 2% 2%

1234

℄

FOR DITCH DETAILSSEE DRAINAGE SHEETS

4:1MAX3:1TYP1.5:1MAX

EXISTING GROUND

4:1MAX

SEED AND FERTILIZEPER WSDOTSPEC. 8-02.3

SUBGRADE

VARIES 2'MINSEE GRADING

PLANS

VARIES 2' MINSEE GRADING PLANS

3

4

8

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

81

SCALE: N.T.S.

83

SCALE: N.T.S.

82

SCALE: N.T.S.

1

2

3

4

5

6

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NOTES:1. PIGMENT SHALL BE UNIFORMLY MIXED IN TO THE CONCRETE. HAND-MIXING OR HAND-SPREADING OF PIGMENT WILL

NOT BE ACCEPTED. PIGMENT COLOR TO BE APPROVED BY THE ENGINEER.

2. STREAMBED COBBLES TO BE MOUNDED EVENLY FROM CURB TO THE CENTER IN A DOME SHAPE TO ACHIEVE AMINIMUM HEIGHT OF 3.5' AT THE CENTER OF THE ISLAND, MEASURED FROM THE GROUND ELEVATION AT THE OUTEREDGE OF THE TRAVEL LANE. STREAMBED BOULDERS SHALL BE DISTRIBUTED EVENLY.

3. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALL DISTURBED AND NON-PAVED AREAS.

18" SPACING (TYP) 6" EMBED

RANDOMLY PLACE STREAMBEDBOULDERS (18"-24")APPROXIMATE QTY: 260-420 EAIN COBBLE BED.SEE NOTE 2.

84

SCALE: N.T.S.

48

STREAMBED COBBLES 6"-8"APPROXIMATE QTY: 70 CY

8

9+50 10+00 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00

EXISTING GROUND

PROPOSED FINISH GRADE

CR

OW

N -

GB

STA

13+

68.6

ELEV

144

.72'

STA

14+

76.8

ELEV

145

.16'

J-L

INE

STA

14+

34.0

= F-

LIN

E ST

A 55

+72.

3EL

EV 1

46.7

9'

CR

OW

N -

MX

STA

18+

50.0

ELEV

148

.44'

CR

OW

N -

MX

STA

10+

10.0

ELEV

142

.26'

CR

OW

N -

GB

STA

15+

27.3

ELEV

144

.72'

141.

7 1

41.6

9

143.

0 1

42.9

8

143.

2 1

43.2

0

143.

4 1

43.4

2

143.

6 1

43.5

9

143.

8 1

43.8

2

143.

9 1

43.9

5

144.

2 1

44.1

5

144.

1 1

44.1

5

144.

2 1

44.1

6

144.

7 1

44.7

4

145.

4 1

45.3

6

146.

1 1

46.1

1

146.

7 1

46.6

8

147.

2 1

47.2

4

147.

6 1

47.6

1

148.

0 1

48.0

2

148.

414

8.44

CR

OW

N -

GB

STA

14+

99.0

ELEV

144

.72'

STA

13+

91.2

ELEV

145

.16'

STA

14+

59.3

ELEV

145

.75'

STA

14+

09.0

ELEV

145

.76'

49+50 50+00 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+25

EXISTING GROUND

PROPOSED FINISH GRADE

CR

OW

N -

MX

STA

50+

00.0

ELEV

136

.42'

CR

OW

N -

GB

STA

55+

06.8

ELEV

144

.73'

F-L

INE

STA

55+

72.3

= J-

LIN

E ST

A 14

+34.

0SE

E TY

P. S

ECTI

ON

CR

OW

N -

MX

STA

59+

90.0

ELEV

147

.93'

CR

OW

N -

GB

STA

56+

61.6

ELEV

144

.74'

STA

56+

15.1

ELEV

145

.18'

136.

4 1

36.4

4

137.

1 1

37.2

6

138.

2 1

38.0

7

138.

9 1

38.8

9

139.

7 1

39.7

1

140.

4 1

40.5

3

141.

0 1

41.3

5

141.

6 1

42.1

7

142.

3 1

42.9

8

142.

9 1

43.8

0

143.

3 1

44.6

2

144.

0 1

46.3

4

144.

3 1

45.7

4

144.

5 1

44.7

4

144.

8 1

45.1

0

145.

2 1

45.6

0

145.

7 1

46.0

8

146.

3 1

46.5

7

147.

0 1

47.0

5

147.

5 1

47.5

4

147.

914

8.93

STA

55+

29.4

ELEV

145

.18'

CR

OW

N -

GB

STA

56+

37.3

ELEV

144

.74'

STA

55+

47.3

ELEV

145

.79'

STA

55+

97.3

ELEV

145

.79'

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

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PRO

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HD

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E

J-LINE PROFILE VIEW

F-LINE PROFILE VIEW

50 0 50 100

SCALE OF FEETHORIZ SCALE: 1"=50'VERT SCALE: 1"=5'

ABBREVIATIONS

FG FINISH GRADE

MX MATCH EXISTING

GB GRADE BREAK

1%

1.6%

1.3%

0.7%

J-LINEJ-LINE

F-LI

NE

142

143

144

145

146

146

146

148145

146

147

147

145 145

143144

145

146

147

145

144

-1.0

%

0% -1.2%-0.7%

142141

0%

18+5010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

55+0

056

+00

57+0

058

+00

59+0

060

+00

-2.0

%-2

.0%

-2.0% -2.0%

EOP - PTF-LINE STA:56+74.3 (31.4' R)ELEV = 144.32'

EOP - PRCF-LINE STA:

56+81.3 (30.1' L)ELEV = 144.49'

EOP - PRCJ-LINE STA:15+48.8 (29.1' L)ELEV = 144.36'

EOP - GBJ-LINE STA:15+29.4 (31.1' R)ELEV = 144.09'

EOP - PRCJ-LINE STA:16+29.7 (21.2' L)ELEV = 145.45'

EOP - PCJ-LINE STA:16+91.7 (16.5' L)ELEV = 146.32'

EOP - PRCF-LINE STA:

57+51.7 (24.0' L)ELEV = 145.13'

EOP - PCF-LINE STA:

58+27.1 (17.9' L)ELEV = 145.98'

EOP - APF-LINE STA:58+29.3 (18.5' R)ELEV = 146.00'

EOP - APF-LINE STA:57+73.6 (19.5' R)ELEV = 145.41'

EOP - APJ-LINE STA:16+41.3 (19.8' R)ELEV = 145.62'

EOP - GBF-LINE STA:56+65.2 (32.2' R)ELEV = 144.25'

EOP - GBF-LINE STA:

56+64.5 (30.5' L)ELEV = 144.26'

F-LINE - CROWN STA: 56+65.3 (0.1' L)

ELEV = 144.74'

EOP - GBJ-LINE STA:15+30.0 (29.8' L)ELEV = 144.12'

J-LINE - CROWN STA: 15+27.1 (0.0' )ELEV = 144.72'

EOP - PRCJ-LINE STA:

13+23.3 (29.8' R)ELEV = 143.81'

EOP - PRCJ-LINE STA:

12+51.4 (23.4' R)ELEV = 143.52'

EOP - PCJ-LINE STA:

11+77.1 (17.1' R)ELEV = 143.07'

EOP - PTJ-LINE STA:

13+40.0 (31.7' L)ELEV = 144.08'EOP - AP

J-LINE STA:12+35.5 (19.9' L)ELEV = 143.41'

EOP - MXJ-LINE STA:10+10.3 (12.1' L)ELEV = 141.99'

EOP - MXJ-LINE STA:10+10.1 (12.7' R)ELEV = 142.49'

EOP - MXJ-LINE STA:

18+40.2 (12.1' L)ELEV = 148.03'

EOP - MXJ-LINE STA:

18+40.4 (11.9' R)ELEV = 147.86'

EOP - MXF-LINE STA:59+89.5 (11.8' R)ELEV = 147.70'

EOP - MXF-LINE STA:

59+90.4 (12.4' L)ELEV = 147.68'

J-LINE - CROWN STA: 10+10.2 (0.0' L)ELEV = 142.28'

R72' R82'

R67'R78'

R460'

R496'R493'

J-LINE - CROWN STA: 18+40.2 (0.0' )

ELEV = 148.38'

-2.0

%

-2.0

%

EOP - APJ-LINE STA:10+89.9 (17.4' L)ELEV = 142.48'

F-LINE - CROWN STA: 59+89.9 (0.0' L)ELEV = 147.93'

EOP - APJ-LINE STA:10+89.9 (17.0' R)ELEV = 142.47'

J-LINE - CROWN STA: 13+69.0 (0.0' R)

ELEV = 144.72'

J-LINE - CROWN STA: 14+99.0 (0.0' R)ELEV = 144.72'

F-LINE - CROWN STA: 56+37.8 (0.0' )

ELEV = 144.74'

F-LINE - CROWN STA: 55+07.8 (0.0' R)ELEV = 144.75'

EOP - APJ-LINE STA:

17+60.1 (17.6' R)ELEV = 147.09'

FAR

M-T

O-M

ARKE

T R

D

JOSH WILSON RDJOSH WILSON RD

R460'

R400'

FGF-LINE STA:

55+72.3 (0.0' )ELEV = 146.79'

FGJ-LINE STA:14+34 (0.0' )ELEV = 146.79'

R464'

EOP - PCJ-LINE STA:17+60.3 (16.2' L)ELEV = 147.12'

146

145146 147

148

140

144143142

142

144143

140 141

140 141 142

144

145

144

145

GRADE TO DRAIN

144

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

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Y: E

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BY:

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N, W

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28,

29, 3

2,&3

3, T

35

N, R

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30 0 30 60

SCALE OF FEETSCALE: 1"=30'

LEGEND

145

145

RIGHT-OF-WAY

PROPOSED CONTOUR

EXISTING CONTOUR

MATCHLINE F-LINE STA 54+80 SHEET 11SEE SHEET 12

ABBREVIATIONSFG FINISH GRADE

MX MATCH EXISTING

GB GRADE BREAK

AP ANGLE POINT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

PRC POINT OF REVERSE CURVE

POC POINT ON CURVE

POT POINT ON TANGENT

MPOC MID-POINT ON CURVE

FOC FACE-OF-CURB

PROPOSED EDGE OF SHOULDERTO TRAVEL LANE

PROPOSED EDGE OF PAVEMENT

NOTES1. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALL

DISTURBED AND UNPAVED SURFACES.

2. CONTOUR INTERVAL SHOWN = 0.5'

3. JOINT UTILITY TRENCH TO BE INSTALLED BY OTHERS.TRENCH IS APPROXIMATELY 20" WIDE AND 24" TO 36"DEEP. CONTRACTOR TO CONFIRM ACTUAL TRENCHDIMENSIONS PRIOR TO BEGINNING OF WORK.

PROPOSED CULVERT PIPE

PROPOSED CATCH BASIN

PROPOSED CONC CULVERT FLARED END

SPOT GRADE TABLESTATION OFFSET ELEV. NOTEJ-LINE 12+30 31' RT 140.9' DITCH CENTERLINEJ-LINE 12+38 30' RT 141.0' BEGIN DITCH CENTERLINEJ-LINE 12+50 31' RT 143.3' BREAK POINTJ-LINE 12+50 36' RT 142.0' GRADE POINTJ-LINE 13+23 35' RT 143.7' BREAK POINTJ-LINE 13+23 39' RT 143.0' MATCH EXISTINGJ-LINE 13+45 47' RT 143.0' GRADE POINTF-LINE 55+21 62' LT 143.8' BREAK POINTF-LINE 55+21 63' LT 143.7' MATCH EXISTINGJ-LINE 15+19 39' RT 143.95' 4:1 BREAK POINTJ-LINE 15+19 51' RT 141.3' DITCH CENTERLINEJ-LINE 15+19 57' RT 143.8' MATCH EXISTINGJ-LINE 15+49 31' LT 144.36' 4:1 BREAK POINTJ-LINE 15+49 40' LT 143.6' LOW PT GRADE TO DRAINJ-LINE 16+24 34' RT 145.17' 4:1 BREAK POINTJ-LINE 16+24 43' RT 143.0' DITCH CENTERLINEF-LINE 56+38 44' LT 143.86' 4:1 BREAK POINTF-LINE 56+38 59' LT 143.6' MATCH EXISTINGF-LINE 56+86 32' RT 144.31' GRADE BREAK PTF-LINE 56+86 40' RT 143.8' MATCH EXISTINGF-LINE 57+60 30' RT 145.18' 4:1 BREAK POINTF-LINE 57+60 41' RT 143.0' DITCH CENTERLINEF-LINE 57+60 45' RT 144.7' MATCH EXISTING

CB TYPE 2RIM ELEV. = 143.1'

FLARED END SECTIONOUTFALL ELEV. = 140.2'

JOINT UTILITY TRENCH

JOINT UTILITY TRENCHTO BE INSTALLED BY OTHERS.

SEE NOTE 3.

EXISTING PSE POLE

PSE POLE

F-LI

NE

144

143

142

141

140

139

138

137

136

143

142

141

140

139

138

137

142

141

140

139

138

137

136

142

-1.6

%14

4

50+0

051

+00

52+0

053

+00

54+0

0

-2.3%EOP - PRCF-LINE STA:54+65.4 (30.5' R)ELEV = 143.43'

EOPF-LINE STA:

54+70.1 (27.8' L)ELEV = 143.62'

EOP - PRCF-LINE STA:53+84.3 (22.4' R)ELEV = 142.25'

EOP - PCF-LINE STA:53+16.8 (18.1' R)ELEV = 141.27'

EOP - MXF-LINE STA:50+00.0 (12.6' R)ELEV = 136.82'

EOP - MXF-LINE STA:

50+00.0 (13.5' L)ELEV = 135.70'

EOP - APF-LINE STA:

53+90.4 (19.7' L)ELEV = 142.39'

-2.0%

R469'

R519'

F-LINE - CROWN STA: 50+00.0 (0.0' R)ELEV = 136.42'

ELEV = 144.75'

FAR

M-T

O-M

ARKE

T R

D

EOP - APF-LINE STA:50+80.1 (15.4' R)ELEV = 137.42'

454608-16095214/7Wave & Black Rock

454633-160962

454608-16096050kVA 120/240v

141

138

138

139

140

141

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

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30 0 30 60

SCALE OF FEETSCALE: 1"=30'

MATCHLINE F-LINE STA 54+80 SHEET 10

ABBREVIATIONSFG FINISH GRADE

MX MATCH EXISTING

GB GRADE BREAK

AP ANGLE POINT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

PRC POINT OF REVERSE CURVE

POC POINT ON CURVE

POT POINT ON TANGENT

MPOC MID-POINT ON CURVE

FOC FACE-OF-CURB

LEGEND

145

145

RIGHT-OF-WAY

PROPOSED CONTOUR

EXISTING CONTOUR

PROPOSED EDGE OF SHOULDERTO TRAVEL LANE

PROPOSED EDGE OF PAVEMENT

NOTES1. SEEDING AND FERTILIZING SHALL BE

APPLIED TO ALL DISTURBED AND UNPAVEDSURFACES.

SPOT GRADE TABLESTATION OFFSET ELEV. NOTEF-LINE 53+83 27' RT 142.17' 4:1 BREAK POINTF-LINE 53+83 39' RT 139.0' DITCH CENTERLINEF-LINE 53+83 48' RT 142.8' MATCH EXISTINGF-LINE 54+58 37' RT 143.2' 4:1 BREAK POINTF-LINE 54+58 43' RT 140.1' DITCH CENTERLINEF-LINE 54+58 57' RT 143.0' MATCH EXISTING

PROTECT EXISTING CULVERT

EXISTING CULVERTOUTFALL ELEV. APPROX. 136'

14+0015+00

-2%

4' (TYP)

CURB - FOCJ-LINE STA:13+92.0 (0.0' )ELEV = 145.29'

CURB - FOCF-LINE STA:56+14.3 (0.0' )ELEV = 145.31'

EOPF-LINE STA:55+47.3 (0.0 )ELEV = 145.79'

EOPJ-LINE STA:14+09 (0.0 )

ELEV = 145.77'

FGF-LINE STA:56+37.8 (0.0' )ELEV = 144.74'

FGJ-LINE STA:14+99 (0.0' )

ELEV = 144.72'

55+0

056

+00

-2%

-2%

-2%

-2%

FGJ-LINE STA:14+34 (0.0' )

ELEV = 146.79'

R25'CENTER

ISLAND-FOCSEE NOTE 2

-2%-2%

-2%

-2%

FGF-LINE STA:55+72 (0.0' L)ELEV = 146.79'

R65'GRADE BREAK

CURB - FOCJ-LINE STA:

14+76.0 (0.0' )ELEV = 145.29'

EOPF-LINE STA:55+97.3 (0.0 L)ELEV = 145.79'

EOPJ-LINE STA:14+59 (0.0 )ELEV = 145.77'

FGF-LINE STA:56+18.6 (46.1' R)ELEV = 144.71'

FGF-LINE STA:56+23.1 (-41.1' L)ELEV = 144.70'

CURB - FOCF-LINE STA:

56+04.9 (26.4' L)ELEV = 145.30'

CURB - FOCF-LINE STA:56+02.1 (29.6' R)ELEV = 145.30'

CURB - FOCF-LINE STA:55+44.1 (31.2' L)ELEV = 145.30' CURB - FOC

F-LINE STA:55+30.3 (0.0' )ELEV = 145.31'

CURB - FOCF-LINE STA:55+42.9 (30.0' R)ELEV = 145.30'

EOPF-LINE STA:55+55.5 (18.5 L)ELEV = 145.78'

EOPF-LINE STA:55+90 (17.6 R)ELEV = 145.78'

EOPJ-LINE STA:14+52.5 (16.8 R)ELEV = 145.78'

EOPF-LINE STA:

55+91.7 (15.7 L)ELEV = 145.78'

EOP - MPOCF-LINE STA:

55+23.2 (54.4' L)ELEV = 144.49'

EOP - MPOCF-LINE STA:55+20.6 (52.7' R)ELEV = 144.53'

FGF-LINE STA:55+07.7 (0.0' L)ELEV = 144.75'

FGJ-LINE STA:13+69 (0.0' )ELEV = 144.72'

FGF-LINE STA:55+28.9 (-48.0' L)ELEV = 144.73'

FGF-LINE STA:55+27 (46.2' R)ELEV = 144.73'

EOP - MPOCF-LINE STA:

56+29.8 (46.5' L)ELEV = 144.49'

R67'

EOP - MPOCF-LINE STA:

56+24.4 (51.7' R)ELEV = 144.52'

CURB - FOCJ-LINE STA:13+65.0 (0.0' )ELEV = 144.69'

CURB - FOCJ-LINE STA:

15+03.0 (0.0' )ELEV = 144.72'

CURB - FOCF-LINE STA:56+41.3 (0.0' )ELEV = 144.74'

CURB - FOCF-LINE STA:55+04.0 (0.0' )ELEV = 144.69'

-2%

-2%

-2%

-2%

-2%

-2%

-2%-2%

-2%

-2%

-2%-2%

-2%

-2%

-2%

-2%

R42'TRUCK APRON - FOC

SEE NOTE 1

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

MATCHLINE F-LINE STA 54+80

MAT

CH

LIN

E J

-LIN

E ST

A 15

+16.

0

MATCHLINE F-LINE STA 56+65.0

MAT

CH

LIN

E - J

-LIN

E ST

A 13

+31.

00

SHEETOF

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28,

29, 3

2,&3

3, T

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E

10 0 10 20

SCALE OF FEETSCALE: 1"=10'

SEE SHEET NOTE 1 (TYP)

ABBREVIATIONSFG FINISH GRADE

MX MATCH EXISTING

GB GRADE BREAK

AP ANGLE POINT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

PRC POINT OF REVERSE CURVE

POC POINT ON CURVE

POT POINT ON TANGENT

MPOC MID-POINT ON CURVE

FOC FACE-OF-CURB

LEGEND

145

145

RIGHT-OF-WAY

PROPOSED CONTOUR

EXISTING CONTOUR

PROPOSED EDGE OF SHOULDERTO TRAVEL LANE

PROPOSED EDGE OF PAVEMENT

NOTES1. CURB 1: ROUNDABOUT TRUCK APRON

CEMENT CONCRETE CURB & GUTTER PERWSDOT STD PLAN F-10.18.

2. CURB 3: ROUNDABOUT CENTRAL ISLANDCEMENT CONCRETE CURB PER WSDOT STDPLAN F-10.12.

3. SEEDING AND FERTILIZING SHALL BEAPPLIED TO ALL DISTURBED AND UNPAVEDSURFACES.

EXISTING FIRE HYDRANT(RELOCATED BY OTHERS)

J-LINEJ-LINE

F-LI

NE

ADJUST VALVE BOXTO FINISH GRADE

(BY OTHERS)

ADJUST VALVE BOXTO FINISH GRADE

D2-LIN

E

D1-

LIN

E

27+21

20+00

21+0022+00

23+00

24+0

025

+00

26+0

027

+00

0+001+00

2+00

3+00

D2-LINE37+17

30+00

31+0

0

32+0

033

+00

34+00

35+00 36+0037+00

D3 LINE

MAINTAINEXISTING DITCH

D1-LINE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50

55+0

056

+00

57+0

058

+00

59+0

060

+00

FLO - APF-LINE STA:59+11.1 (28.0' R)ELEV = 144.62'

MX - DITCHF-LINE STA:59+90.3 (23.0' R)ELEV = 145.37'

FLO - APF-LINE STA:58+28.6 (28.7' R)ELEV = 143.84'

FLO - PTF-LINE STA:56+86.1 (40.0' R)ELEV = 143.50'

FLO - PTJ-LINE STA:15+48.9 (40.4' L)ELEV = 143.61'

FLO - PCJ-LINE STA:16+18.5 (27.7' L)ELEV = 143.77'

FLO - APJ-LINE STA:

17+60.1 (29.3' L)ELEV = 144.11'

MX - DITCHJ-LINE STA:

18+39.6 (23.2' L)ELEV = 144.30'

R76'

FLO - APF-LINE STA:

59+10.1 (27.8' L)ELEV = 144.44'

FLO - APF-LINE STA:

58+29.5 (30.7' L)ELEV = 143.02'

FLO - APF-LINE STA:

57+54.5 (40.8' L)ELEV = 141.69'

FLO - APF-LINE STA:

57+17.6 (42.5' L)ELEV = 141.04'

MX - DITCHF-LINE STA:

59+90.8 (20.6' L)ELEV = 145.87'

FLO - PTJ-LINE STA:

13+37.8 (50.6' L)ELEV = 139.48'

FLO - APJ-LINE STA:

12+35.3 (38.1' L)ELEV = 139.24'

FLO - APJ-LINE STA:

10+89.8 (33.2' L)ELEV = 138.89'

MX - DITCHF-LINE STA:55+94.2 (424.2' L)ELEV = 138.96'

MX - DITCHJ-LINE STA:

18+40.5 (20.4' R)ELEV = 144.39'

FLO - PCJ-LINE STA:15+20.2 (51.3' R)ELEV = 141.32'

QUARRY SPALL SPLASH PAD - BEGINSEE DETAIL 3 SHEET 16

F-LINE STA:56+79.5 (-47.3' L)

ELEV = 140.36'

QUARRY SPALL SPLASH PAD - ENDF-LINE STA:

56+39.2 (-66.3' L)ELEV = 139.57'

CONC CULVERT FLARED END.SEE NOTE 4

QUARRY SPALL SPLASH PAD - ENDF-LINE STA:

56+45.6 (-75.8' L)ELEV = 142.96'

QUARRY SPALL SPLASH PAD - BEGINSEE DETAIL 3 SHEET 16

F-LINE STA:56+83.8 (-55.5' L)

ELEV = 143.09'

EXISTING FIBER VAULT(RELOCATED BY OTHERS)

R64'

R312'

R85'

FLO - APF-LINE STA:57+60.2 (41.0' R)ELEV = 143.14'

MODIFIED CATCH BASIN TYPE 2SEE NOTE 5 AND DETAIL 4/16F-LINE STA 57+64.7 (40.4 R)RIM ELEV:143.1'IE OUT: 140.9'

POLE AND GUY WIRE TO BE REMOVED BY OTHERS

PSE POLE P07454641-160999

PSE POLE P07A454644-160999

PSE POLE P05454644-160966

PSE POLE454677-160964

PSE POLE454677-160951

PSE POLE P04454648-160957

PSE POLE454643-160934

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

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SCALE OF FEETSCALE: 1"=30'

NOTES1. PRESERVE AND PROTECT ALL UTILITIES.

2. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALLDISTURBED AREAS.

3. CONSTRUCT CHECK DAMS IN ACCORDANCE WITH STDPLAN I-50.20-01. INSTALL CHECK DAMS EVERY 100-FT INSWALE/DITCHES OR AS DIRECTED BY ENGINEER.

4. PIPE ARCH FLARED END SECTION 13.5" X 22" DIAM. TO BEOLD CASTLE CONCRETE FLARED END, MODEL # EFES,OR APPROVED EQUAL.

5. MODIFIED CATCH BASIN TYPE 2 WITH ROUND BEEHIVEGRATE PER DETAIL 4/16.

6. FOR POWER AND LIGHTING INSTALLATION, SEEELECTRICAL PLAN SHEETS 23 & 24.

7. SKAGIT COUNTY PUD TO INSTALL WATER LINEEXTENSION AND NEW FIRE HYDRANT, AND ADJUSTWATER VALVE BOXES. ZIPLY TO INSTALL NEW FIBERVAULT. CONTRACTOR TO COORDINATE WITH SKAGITCOUNTY PUD AND ZIPLY TO PERFORM WORK. SEESPECIFICATION 1-07.17.

MATCHLINE F-LINE STA 54+80 SHEET 14

EDGE OF PAVEMENT

EDGE OF SHOULDER

CURB & GUTTER

PROPOSED CULVERT PIPE

LEGEND

EXISTING UNDERGROUND FIBER

EXISTING WATER SERVICE

RELOCATED FIRE HYDRANT

RIGHT-OF-WAY

EXISTING GUY WIRES (RBO)

PROPOSED UTILITY POLES(INSTALLED BY OTHERS)

FLO FLOW LINE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENCY

AP ANGLE POINT

FG FINISH GRADE

MX MATCH EXISTING

RBO REMOVED BY OTHERS

ABBREVIATIONSDITCH TYPE U WITH QUARRY SPALL

EXISTING CULVERT PIPE

FLOW ARROW

MODIFIED CATCH BASIN TYPE 2

FLARED END SECTION

EXISTING UTILITY POLES (RBO)

LP-1

LP-2

LP-3

LP-6LP-7

LP-8

LP-9

LP-10

LP-11

LP-12

EXISTING OVERHEAD POWER

PROPOSED WATER

EXISTING UTILITY POLES(TO REMAIN)

PROPOSED GUY WIRES(INSTALLED BY OTHERS)

PROPOSED FIBER VAULT(RELOCATED BY OTHERS)

PROPOSED LIGHT POLE

CB

CB

EV

EV

WW

WW

WW

WW

WW

WW

WW

W

PRESERVE & PROTECTEXISTING CULVERT

F-LI

NE

ADJUST VALVE BOXTO FINISH GRADE

(BY OTHERS)

4+84

4+00

D3

LIN

E

PRESERVE & PROTECTEXISTING DITCH

50+0

051

+00

52+0

053

+00

54+0

0

QUARRY SPALL DITCH - BEGINSEE DETAIL 3 SHEET 16F-LINE STA:53+57.4 (29.6' R)ELEV = 139.15'

QUARRY SPALL DITCH - ENDF-LINE STA:53+16.7 (28.8' R)ELEV = 137.61'

FLO - PCJ-LINE STA:14+86.1 (104.4' R)ELEV = 141.01'

FLO - APF-LINE STA:54+21.0 (43.7' R)ELEV = 139.94'

FLO - APF-LINE STA:53+66.3 (35.5' R)ELEV = 138.69'

MX - CULVERT INVERT INF-LINE STA:53+13.8 (28.2' R)ELEV = 138.76'

454608-16095214/7Wave & Black Rock

454633-160962

454608-16096050kVA 120/240v

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

OF

SKA

GIT

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BUR

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N, W

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28,

29, 3

2,&3

3, T

35

N, R

03

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30 0 30 60

SCALE OF FEETSCALE: 1"=30'

MATCHLINE F-LINE STA 54+80 SHEET 13

NOTES1. PRESERVE AND PROTECT ALL UTILITIES.

2. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALLDISTURBED AREAS.

3. CONSTRUCT CHECK DAMS IN ACCORDANCE WITH STDPLAN I-50.20-01. INSTALL CHECK DAMS EVERY 100-FT INSWALE/DITCHES OR AS DIRECTED BY ENGINEER.

FLO FLOW LINE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENCY

AP ANGLE POINT

FG FINISH GRADE

MX MATCH EXISTING

RBO REMOVED BY OTHERS

ABBREVIATIONS

LP-4

LP-5

EDGE OF PAVEMENT

EDGE OF SHOULDER

CURB & GUTTER

LEGEND

EXISTING WATER SERVICE

RIGHT-OF-WAY

EXISTING GUY WIRES (RBO)

PROPOSED UTILITY POLES(INSTALLED BY OTHERS)

DITCH TYPE U WITH QUARRY SPALL

EXISTING CULVERT PIPE

FLOW ARROW

EXISTING UTILITY POLES (RBO)

EXISTING OVERHEAD POWER

EXISTING UTILITY POLES(TO REMAIN)

PROPOSED GUY WIRES(INSTALLED BY OTHERS)

PROPOSED LIGHT POLE

Elevation

19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+50

S=1.75%

S=0.24%

EXISTINGGRADE

141.

513

8.74

141.

013

8.82

141.

113

8.94

141.

113

9.06

141.

513

9.18

141.

813

9.29

142.

213

9.41

142.

813

9.53

143.

114

0.21

143.

114

1.10

143.

514

1.98

143.

914

2.86

144.

414

3.74

145.

314

4.62

146.

914

5.50

MATCHEXISTINGDITCH

MATCHEXISTING

DITCH

FINISHGRADE

QUARRY SPALL SPLASH PAD

CONC CULVERT FLARED ENDF-LINE STA: 56+75.1 (39.7 L)RIM ELEV: 141.7IE-IN: 140.2 (NE)

S= 0.7 %

EXISTINGCULVERTINLET

EXISTINGGRADE

MATCHEXISTING

DITCH

FINISHGRADE

Elevation

Station-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00

144.

614

4.00

145.

214

3.67

145.

214

3.33

144.

814

3.03

144.

414

2.70

143.

714

1.70

143.

114

0.84

142.

514

0.18

142.

613

9.42

139.

613

8.34

S= 2 %

S= 0.25 %

MATCHEXISTING

DITCH

S=1.2%

EXISTINGGRADE

FINISHGRADE

MATCHEXISTINGDITCH

Elevation

29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

147.

814

5.37

146.

514

4.89

146.

614

4.42

145.

714

3.95

144.

714

3.42

144.

414

3.28

143.

814

3.46

143.

614

3.57

143.

714

3.60

144.

814

3.66

145.

614

3.79

146.

114

3.90

146.

614

4.02

146.

114

4.14

143.

914

4.26

MODIFIED CATCH BASIN TYPE 2F-LINE STA 57+64.7 (40.3' RT)

RIM=143.1'

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E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

D1 LINE PROFILE VIEW

D2 LINE PROFILE VIEW

D3 LINE PROFILE VIEW

50 0 50 100

SCALE OF FEETHORIZ SCALE: 1"=50'VERT SCALE: 1"=5'

2%

PROPOSEDSHOULDER

VAR

IES

2'FLAT

BOTTOM

EXISTINGGRADE

VARIES

MATCH EXISTING3:1 (TYP)

FLOWLINE

4:1 TYP

VARIES 2' MIN

CONC PIPE ARCHFLARED END SECTION

DITCH TYPE "U"PER DETAIL 2/16

FINISH GRADE

EXISTINGGRADE

QUARRY SPALLSPLASH PAD

18-IN (MIN) MODIFIED CATCH BASINTYPE 2SEE NOTE 5 SHEET 13F-LINE STA 57+64.7 (40.3' RT)RIM 143.1IE OUT 140.9'

L=120' OF 13.5-IN BY 22-INCONCRETE PIPE ARCHS=0.6%IE IN: 140.9'IE OUT: 140.2'

2%

PROPOSEDSHOULDER

VAR

IES

2'FLAT

BOTTOM

EXISTINGGRADE

VARIES

MATCH EXISTING3:1 (TYP)

FLOWLINE

4:1 TYP

1' (MIN)8-IN QUARRY

SPALL

VARIES 2' MIN13.5"

10.7"

54"

23"

FLAT SLAB TOPCONCRETE PIPE ARCH13.5" X 22" X 120'

ROUND BEEHIVE GRATE, SEE NOTE 1

LADDEROR STEPS

3.375"

GRAVEL BACKFILL FOR PIPEZONE BEDDING

24" MIN

6"

12" TYP

4.6'

JOINT MORTAR

8" QUARRY SPALLS

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET

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SCALE: 1" = 20' 162

SCALE: N.T.S.

163

SCALE: N.T.S.164

SCALE: N.T.S.NOTES:

1. GRATE TO BE NEENAH FOUNDRY ROUND BEEHIVE GRATE,CATALOG NUMBER R-4340-A OR APPROVED EQUAL.

2. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAPBETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OFTHE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAPWITH JOINT MORTAR.

CATCH BASIN DIMENSIONSDIAMETER: 54"MIN. WALL THICKNESS: 4.5"MIN. BASE THICKNESS: 8"MAXIMUM KNOCKOUT SIZE: 42"MINIMUM DISTANCE BETWEEN KNOCKOUTS: 8"CONCRETE PIPE ALLOWANCE: 30" MAX INSIDE DIAMETER

13+00

R2.50'

R1.50'

R1.50'R1.50'R1.50'

R1.50'

R104'

R283'

R2.50'

J-LINE STA 12+42.24 (1.2'L) PTELEV = 143.83'

J-LINE STA 12+41.96 (3.8'R)ELEV = 143.80'

J-LINE STA 13+15.02 (3.8'R) PRCELEV = 144.29'

J-LINE STA 13+36.27 (2.8'L) PCELEV = 144.45'

J-LINE STA 13+37.75 (1.5'L)ELEV = 144.48'

J-LINE STA 13+37.73 (1.9'R)ELEV = 144.48'

J-LINE STA 13+36.13 (3.2'R)ELEV = 144.44'

J-LINE STA 13+45.03 (3.6'R)ELEV = 144.50'

J-LINE STA 13+63.35 (8.3'R)ELEV = 144.60'

J-LINE STA 13+65.12 (3.8'L)ELEV = 144.68'

J-LINE STA 13+65.34 (6.8'R)ELEV = 144.64'

J-LINE STA 13+61.88 (6.4'L)ELEV = 144.61'

J-LINE STA 13+45.13 (2.7'L)ELEV = 144.52'

J-LINE STA 13+43.84 (1.1'L)ELEV = 144.53'

J-LINE STA 12+78.49 (6.1'R) MPOCELEV = 144.01'

J-LINE STA 13+43.79 (1.9'R)ELEV = 144.52'

15+00

16+00

R1.50'

R2.50'

R1.50'

R109'

R283'

J-LINE STA 15+03.62 (4.4'R)ELEV = 145.25'

J-LINE STA 15+06.11 (6.9'R)ELEV = 144.75'

J-LINE STA 15+02.67 (6.8'L)ELEV = 144.74'

J-LINE STA 15+24.28 (1.7'L)ELEV = 144.96'

J-LINE STA 15+55.64 (3.1'L) PRCELEV = 145.27'

J-LINE STA 16+29.37 (2.7'L)ELEV = 146.07'

J-LINE STA 16+29.05 (2.3'R)ELEV = 146.05'

J-LINE STA 15+04.68 (8.4'L)ELEV = 144.72'

R2.50'R1.50'

J-LINE STA 15+23.08 (3.2'R)ELEV = 144.92'

J-LINE STA 15+24.19 (1.6'R)ELEV = 144.94'

J-LINE STA 15+23.24 (3.4'L)ELEV = 144.92'

J-LINE STA 15+92.52 (5.3'L) MPOCELEV = 145.62'

R1.50'

J-LINE STA 15+30.31 (1.5'L)ELEV = 145.03'

J-LINE STA 15+31.93 (2.7'L)ELEV = 145.02'

J-LINE STA 15+30.26 (1.9'R)ELEV = 145.00'

J-LINE STA 15+31.78 (3.3'R)ELEV = 144.99'

R1.50'

54+0

055

+00

R1.50'R2.50'

R1.50' R1.50'

1.50'R1.50'

R93'

R284'

R2.50'

F-LINE STA 55+03.44 (4.9'L)ELEV = 144.60'

F-LINE STA 55+03.57 (6.5'R)ELEV = 144.56'

F-LINE STA 55+01.59 (8.1'R)ELEV = 144.49'F-LINE STA 55+00.11 (7.4'L)

ELEV = 144.47'

F-LINE STA 54+83.27 (3.0'L)ELEV = 144.23'

F-LINE STA 54+83.40 (3.8'R)ELEV = 144.20'

F-LINE STA 54+82.31 (2.4'R)ELEV = 144.21'

F-LINE STA 54+82.25 (0.9'L)ELEV = 144.25'

F-LINE STA 54+76.25 (0.8'L)ELEV = 144.14'

F-LINE STA 54+76.30 (2.1'R)ELEV = 144.11'

F-LINE STA 54+74.70 (3.7'R)ELEV = 144.05'

F-LINE STA 54+74.61 (2.3'L)ELEV = 144.08'

F-LINE STA 54+58.68 (4.5'R) PRCELEV = 143.77'

F-LINE STA 53+84.54 (4.6'R)ELEV = 142.50'

F-LINE STA 53+84.85 (0.4'L)ELEV = 142.52'

F-LINE STA 54+21.61 (6.9'R) MPOCELEV = 143.09'

57+0

0

R1.50' R1.50'

R2.50'R1.50'F-LINE STA 56+40.97 (6.7'L)

ELEV = 144.72'

F-LINE STA 56+42.95 (8.3'L)ELEV = 144.68'

F-LINE STA 56+51.98 (5.6'L) MPOCELEV = 144.67'

F-LINE STA 56+61.21 (3.8'L)ELEV = 144.68'

R99'

F-LINE STA 56+62.49 (2.1'L)ELEV = 144.70'

F-LINE STA 56+62.51 (0.9'R)ELEV = 144.71'

F-LINE STA 56+61.26 (2.6'R)ELEV = 144.68'

F-LINE STA 56+44.44 (6.6'R)ELEV = 144.71'

R111'

F-LINE STA 56+52.77 (4.2'R) MPOCELEV = 144.67'

F-LINE STA 56+41.17 (4.1'R)ELEV = 144.75'

6'

R1.50' R1.50'

R98'

R284'

R2.50'

F-LINE STA 56+68.56 (2.3'L)ELEV = 144.70'

F-LINE STA 56+68.61 (1.2'R)ELEV = 144.72'

F-LINE STA 56+74.87 (3.4'L) PCELEV = 144.76'

F-LINE STA 56+88.42 (4.3'L) PRCELEV = 144.65'

F-LINE STA 57+61.75 (4.4'L) PCELEV = 144.65'

F-LINE STA 57+61.48 (0.5'R) PTELEV = 144.66'

F-LINE STA 56+70.21 (2.4'R)ELEV = 144.69'F-LINE STA 56+70.08 (3.6'L)

ELEV = 144.67'

F-LINE STA 57+25.08 (6.7'L) MPOCELEV = 144.60'

CENTURY WEST

E N G I N E E R I N G

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SCALE OF FEETSCALE: 1"=10'

NORTH SPLITTER ISLAND

WEST SPLITTER ISLAND

SOUTH SPLITTER ISLAND

EAST SPLITTER ISLAND

NOTES1. CURB OFFSETS AND RADIUS VALUES ARE TO FACE OF CURB.

2. ALL SPLITTER ISLAND CURBS SHALL BE CURB 2 PER WSDOT STANDARDPLAN F-10.18.

ABBREVIATIONSAP ANGLE POINT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PCC POINT OF COMPOUND CURVE

PRC POINT OF REVERSE CURVE

POC POINT ON CURVE

POT POINT ON TANGENT

MPOC MID-POINT ON CURVE

FAR

M T

O M

ARKE

T R

D

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50

55+0

056

+00

57+0

058

+00

59+0

060

+00

MATCH EXISTING SURFACEJ-LINE STA 18+40.2 (0.0L)

JOSH WILSON RDJOSH WILSON RD

BEGIN 1:20 SHOULDER TAPERF-LINE STA 59+10.1 (17.5'R)BEGIN 1:20 SHOULDER TAPER

F-LINE STA 59+10.0 (17.4'L)

EOP - APF-LINE STA 57+53.7 (21.0'R)

EOP - PCF-LINE STA 58+27.1 (17.9'L)

EOP- PTF-LINE STA: 57+51.7 (24.0'L)

MATCH EXISTING SURFACEF-LINE STA 56+81.3 (30.1L)

EOP - PCF-LINE STA 56+74.3 (31.4'R)

BEGIN 1:20 SHOULDER TAPERJ-LINE STA 17+60.1 (17.6'R)

BEGIN 1:20 SHOULDER TAPERJ-LINE STA 17+60.2 (16.3'L)

BEGIN 1:20 SHOULDER TAPERJ-LINE STA 10+10.3 (12.7'R)

BEGIN FULL WIDTH SHOULDERJ-LINE STA 10+89.9 (17.4'L)

EOP - PCJ-LINE STA 13+35.0 (31.2'L)

EOP- PTJ-LINE STA: 12+42.5 (21.9'R) EOP- PT

J-LINE STA: 13+22.5 (29.7'R)

EOP- PTJ-LINE STA: 16+29.7 (21.2'L)

EOP- PTJ-LINE STA: 15+48.0 (29.3'L)

EOP - PCJ-LINE STA 16+91.7 (16.5'L)

EOP - PCJ-LINE STA 15+32.2 (30.6'R)

EOP - APJ-LINE STA 12+35.6 (19.9'L)

EOP - APJ-LINE STA 16+12.3 (21.3'R)

R82'

R72'

R67'R77'

EOP- PTJ-LINE STA: 11+77.1 (17.1'R) R500'

R493'

R464'

R496'

R460'

R400'

23' 23'

23'

31'

25'

25'

25'

25'

27'26'

26'

29'

20'

34'

26'17'

28'

26' 29'

28'26'

17' 19'

36'

35'

24'

27'

28' 27'

26'18'

17'34' 24'

31'

31' 31'

BEGIN FULL WIDTH SHOULDERJ-LINE STA 10+90.2 (17.0'R)

BEGIN 1:20 SHOULDER TAPERJ-LINE STA 10+10.3 (12.0'L)

CENTURY WEST

E N G I N E E R I N G

PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX

LEGENDPROPOSED EDGE OF SHOULDER

CURBING

RIGHT-OF-WAY

ABBREVIATION

EOS = EDGE OF SHOULDER

MX = MATCH EXISTING GRADE

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

AP = ANGLE POINT

ASPHALT SURFACE

TRUCK APRON

30 0 30 60

SCALE OF FEETSCALE: 1"=30'

MATCHLINE F-LINE STA 54+80 SHEET 19

NOTES:1. ELEVATIONS AND WIDTHS AT TERMINII OF

PAVING ARE APPROXIMATE. CONTRACTORTO ADJUST ELEVATION AND WIDTHDIMENSION AT THESE LOCATIONS TOPROVIDE SMOOTH TRANSITION TO THEEXISTING PAVEMENT.

2. DEPTH OF EXISTING HMA IS 3"-5".CONTRACTOR TO COORDINATE WITH RPRTO DETERMINE DEPTH OF EXISTING HMAPLANING PRIOR TO WORK BEINGPERFORMED.

3. WHERE APPLICABLE, ALL DIMENSIONS ARETO FACE OF CURB.

INSTALL ASPHALT BUTT JOINT.SEE DETAIL 1 SHEET 19

INSTALL ASPHALT BUTT JOINT.SEE DETAIL 1 SHEET 19

INSTALL ASPHALT BUTT JOINT.SEE DETAIL 1 SHEET 19

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52+0

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54+0

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TO

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BEGIN FULL WIDTH SHOULDERF-LINE STA 50+80.2 (15.5 R')

EOP - PCF-LINE STA 52+34.1 (17.9'L)

BEGIN FULL WIDTH SHOULDERF-LINE STA 51+17.1 (17.5 L')

EOP- PTF-LINE STA: 53+94.6 (27.3'R)

EOP- PTF-LINE STA: 54+65.3 (30.5'R)

EOP - APF-LINE STA 53+90.4 (19.7'L)

EOP - PCF-LINE STA 54+70.1 (27.8'L)

R308'

R519'

25' 26'

17'18'

34'

32'

26'

33'

MATCH EXISTING UNIFORMVERTICALTAPER

30'

EXISTING HMA REMOVEBITUMINOUSPAVEMENT

2" HMA3" HMA2" CSTC

10" CSBC

PROPOSEDFULL DEPTHPAVEMENT

SECTION

SAWCUT

5'MIN

CENTURY WEST

E N G I N E E R I N G

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30 0 30 60

SCALE OF FEETSCALE: 1"=30'

LEGEND

PROPOSED EDGE OF SHOULDER

CURBING

RIGHT-OF-WAY

EOS = EDGE OF SHOULDER

MX = MATCH EXISTING GRADE

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

AP = ANGLE POINT

ASPHALT SURFACE

NOTES:1. ELEVATIONS AND WIDTHS AT TERMINII OF

PAVING ARE APPROXIMATE. CONTRACTORTO ADJUST ELEVATION AND WIDTHDIMENSION AT THESE LOCATIONS TOPROVIDE SMOOTH TRANSITION TO THEEXISTING PAVEMENT.

2. DEPTH OF EXISTING HMA IS 3"-5".CONTRACTOR TO COORDINATE WITHENGINEER TO DETERMINE DEPTH OFEXISTING HMA PLANING PRIOR TO WORKBEING PERFORMED.

3. WHERE APPLICABLE, ALL DIMENSIONS ARETO FACE OF CURB.

MATCHLINE F-LINE STA 54+80 SHEET 18

191

N.T.S.

ABBREVIATION KEY

BEGIN 1:20 SHOULDER TAPERF-LINE STA 50+00.0 (12.6' R)

BEGIN 1:20 SHOULDER TAPERF-LINE STA 50+00.0 (12.0' L)

INSTALL ASPHALT BUTT JOINT.SEE DETAIL 1 THIS SHEET

CHANNELIZATION KEYNOTES:

1. INSTALL PLASTIC SOLID YELLOW EDGE LINE PER WSDOT STD PLAN M-20.10.MAINTAIN 1' SPACING FROM FACE OF CURB EXCEPT WHERE SHOWN OTHERWISE.

2. INSTALL PLASTIC SOLID WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.

3. INSTALL 8" PLASTIC WIDE YELLOW LANE LINE.

4. INSTALL PLASTIC WIDE DOTTED ENTRY LINE PER WSDOT STD PLANS M-12.10

5. INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLANS M-12.10 AND M-24.60.

6. INSTALL PLASTIC DOUBLE YELLOW CENTER LINE.

7. INSTALL PLASTIC YIELD LINE SYMBOLS PER WSDOT M-24.60.

6

5

4

3

2

1

7

3

23

6

7

13

14

16

17

18

19

20

J-LINE STA 14+97.8 (14.6'R)BEGIN

J-LINE STA 14+97.5 (13.8'L) PCEND BEGIN

J-LINE STA 14+82.8 (42.9'L)BEGIN

F-LINE STA 56+21.2 (42.2'L)BEGIN

J-LINE STA 13+70.6 (14.1'L)END BEGIN

J-LINE STA 13+70.4 (13.6'R)END BEGIN

J-LINE STA 13+85.0 (43.1'R)END

F-LINE STA 55+23.4 (42.0' R)END

J-LINE STA 15+32.6(5.6' R) PT

J-LINE STA 15+55.6 (5.3' L) PRC

J-LINE STA 16+28.3 (4.7' L) PRC

J-LINE STA 16+91 PT

J-LINE STA 13+34.6 (6.1' L) PC

J-LINE STA 13+15.2 (5.4' R) PRC

J-LINE STA 12+42.1 (5.4' R) PRC

J-LINE STA 11+77.0 (1.3' R) PC

F-LINE STA 55+8.6 (12.6 'R) PCEND BEGIN

F-LINE STA 54+58.9 (5.4'R) PRC

F-LINE STA 56+35.6 (14.8'R) PCEND BEGIN

F-LINE STA 56+35.9 (13.2'L)END BEGIN

F-LINE STA 56+75.5 (5.8'R) PT

F-LINE STA 56+88.2 (5.7'L) PRC

F-LINE STA 57+61.5 (5.9'L) PRC

F-LINE STA 58+2.5 (2.3'L) PT

F-LINE STA 58+26.8 (1.9'L) PTEND BEGIN

8

4

J-LINE STA 10+00BEGINMATCHEXISTING

J-LINE STA 10+00BEGINMATCHEXISTING

12'

12'

17'

12'

R97

'

J-LINE STA 10+65END BEGIN

2

2

16

J-LINE STA 10+00BEGINMATCHEXISTING

6

J-LINE STA 12+36.7BEGIN TAPER

R80'

R300'

R500'

F-LINE STA 59+90ENDMATCH EXISTING

2

12' 12'

F-LINE STA 58+26.9 (13.8'L) PT

F-LINE STA 57+51 (19.6'L) PRC

F-LINE STA 56+82 (22'L) PRC

J-LINE STA 13+35.5 (23.2'L) PC

12' 12'

1 2

4

1 24

F-LINE STA 59+90ENDMATCH EXISTING

2

F-LINE STA 59+90ENDMATCH EXISTING

6

R512'

R285'

R97'

17'

R107'

12

F-LINE STA 58+29.4END 1

61

17'

4

2 4 1

R65'

R10

7'

R90'

F-LINE STA 57+73.6BEGIN TAPER

F-LINE STA 56+74 (23'R) PC

J-LINE STA 15+48.6 (21.3' L) PRC

J-LINE STA 16+17.4 (18.4' L) PRC

J-LINE STA 16+91.0 (12.3' L) PT

J-LINE STA 18+30END MATCH EXISTING

1

J-LINE STA 18+30ENDMATCH EXISTING

2

J-LINE STA 18+00END

MATCH EXISTING2

R90

'

R30

0'

12'

12'

4'4'

17'

17'

12'

12'

R65

'

R285'

1 2 4

4

1

F-LINE STA 55+8.5 (12.8'L) END BEGIN 21

R85'

R102'

4

421

R10

2'

R28

5'R51

2'

J-LINE STA 11+77.0 (13.2' R) PC

J-LINE STA 12+52.9 (19.4' R) PRC

J-LINE STA 13+21.9 (22.2' R) PRC

R30

0'

R50

0'

17'12

'

17' 17'

R300'

F-LINE STA 54+65.2 (21.9'R) PRC

1 2

R92

'

R75'

J-LINE STA 15+31.8 (22.6' R) PTJ-LINE STA 16+31.5 (15.7' R)END TAPER

R65'

R42'

R28

5'

R51

2'

8'

8'8'

8'8'

8'

8'

4'

4'

55+0

056

+00

57+0

058

+00

59+0

060

+00

18+50

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

R92'

219

22 1023 11

2412

4'4' 4'

4'

8'

8'

4'4'

4'4'

5 J-LINE STA 13+66.2 (30.1'R)END 5

5

F-LINE STA 56+42.8 (28.8'L)BEGIN 5

J-LINE STA 15+04.6 (29.3'L)BEGIN 5

5

5F-LINE STA 55+01.6 (28.2' R)END 5

LEGEND

CHANNELIZATION KEYNOTE

SIGN NUMBER (SEE SHEET22 FOR SIGN SCHEDULE)

#

#

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SCALE OF FEETSCALE: 1"=30'

MATCHLINE STA 54+80, SHEET 21

CHANNELIZATION KEYNOTES:

1. INSTALL PLASTIC SOLID YELLOW EDGE LINE PER WSDOT STD PLAN M-20.10.MAINTAIN 1' SPACING FROM FACE OF CURB EXCEPT WHERE SHOWN OTHERWISE.

2. INSTALL PLASTIC SOLID WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.

3. INSTALL 8" PLASTIC WIDE YELLOW LANE LINE.

4. INSTALL PLASTIC WIDE DOTTED ENTRY LINE PER WSDOT STD PLANS M-12.10

5. INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLANS M-12.10 AND M-24.60.

6. INSTALL PLASTIC DOUBLE YELLOW CENTER LINE.6

5

4

3

2

1

5

J-LINE STA 13+85.0 (43.1'R)END

F-LINE STA 54+66.8 (3.4' L) PC

F-LINE STA 54+58.9 (5.4'R) PRC

F-LINE STA 53+87 (5.9'R) PRC

F-LINE STA 53+21.4 (1.6'R) PC

15

F-LINE STA 51+96END BEGIN 16

F-LINE STA 50+00BEGINMATCHEXISTING

6

F-LINE STA 50+00BEGINMATCHEXISTING

1F-LINE STA 50+00

BEGINMATCH

EXISTING

2

R733'

R285'

F-LINE STA 55+8.5 (12.8'L) END BEGIN 2

F-LINE STA 53+71.6BEGIN TAPER

F-LINE STA 54+70.8 (20.4'L) PC

4

12' 12'

12' 12'

F-LINE STA 51+96BEGIN TAPER

F-LINE STA 53+20.3 (13.6'R) PC

R500'

F-LINE STA 53+96 (19.4'R) PRC

R300'

F-LINE STA 54+65.2 (21.9'R) PRC

50+0

051

+00

52+0

053

+00

54+0

0

R92'8'

3'

3'

4'

4'

J-LINE STA 13+66.2 (30.1'R)END 5

F-LINE STA 55+01.6 (28.2' R)END 5

LEGEND

CHANNELIZATION KEYNOTE

SIGN NUMBER (SEE SHEET22 FOR SIGN SCHEDULE)

#

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SCALE OF FEETSCALE: 1"=30'

MATCHLINE STA 54+80, SHEET 20

SIGN SCHEDULESIGNNO. ALIGNMENT STA/OFFSET SIGN

CODE SIGN SIZE DESCRIPTION REMARKS POST TYPE, LENGTH

1 F-LINE 54+98.3,37.2'R R1-2 36" x 36" YIELD SIGN TIMBER, 13'

SEE NOTE 3

2 J-LINE 14+85.2, 37.2'L R1-2 36" x 36" YIELD TIMBER, 13'SEE NOTE 3

3 F-LINE 56+46.5, 37.1'L R1-2 36" x 36" YIELD TIMBER, 13'SEE NOTE 3

4 J-LINE 13+36.6,37.6'R R1-2 36" x 36" YIELD TIMBER, 13'

SEE NOTE 3

5 F-LINE 47+08.62, 18'R

W16-8P(MOD 2),

W2-6,W13-1P

24"X12",48"X48",18"X18"

ROUNDABOUTWARNING SIGN

TIMBER, 16.5'SEE NOTE 3

6 J-LINE 22+74.5, 18'L

W16-8P(MOD 1),

W2-6,W13-1P

24"X12",36X36",18"X18"

ROUNDABOUTWARNING SIGN

TIMBER, 16.5'SEE NOTE 3

7 F-LINE 64+35.9, 18'L

W16-8P(MOD 2),

W2-6,W13-1P

24"X12",36"X36",18"X18"

ROUNDABOUTWARNING SIGN

TIMBER, 16.5'SEE NOTE 3

8 J-LINE 5+47.3, 18'R

W16-8P(MOD 1),

W2-6,W13-1P

24"X12",36"X36",18"X18"

ROUNDABOUTWARNING SIGN

TIMBER, 16.5'SEE NOTE 3

9 F-LINE 55+56, 2.4'R R6-4 30" X 24" CHEVRONMOUNT SIGN DIRECTLYUNDERNEATH SIGN 21,

SAME POLESEE SIGN 21

10 J-LINE 14+27.6, 3.7'L R6-4 30" X 24" CHEVRONMOUNT SIGN DIRECTLYUNDERNEATH SIGN 22,

SAME POLESEE SIGN 22

11 F-LINE 55+89.3, 4.1'L R6-4 30" X 24" CHEVRONMOUNT SIGN DIRECTLYUNDERNEATH SIGN 23,

SAME POLESEE SIGN 23

12 J-LINE 13+94.2, 2.6'R R6-4 30" X 24" CHEVRONMOUNT SIGN DIRECTLYUNDERNEATH SIGN 24,

SAME POLESEE SIGN 24

13 J-LINE 12+19.2, 0.8'R R4-7 24"X30" KEEP RIGHT STEEL, 12.5'SEE NOTE 2

14 J-LINE 16+06, 0.2'R R4-7 24"X30" KEEP RIGHT STEEL, 12.5'SEE NOTE 2

15 J-LINE 53+84.9, 3.4'R R4-7 24"X30" KEEP RIGHT STEEL, 12.5'SEE NOTE 2

16 F-LINE 57+61.4, 1.5'L R4-7 24"X30" KEEP RIGHT STEEL, 12.5'SEE NOTE 2

17 J-LINE 13+39.0, 0.8'R D3-102(MOD) JOSH WILSON RD STEEL, 11'

SEE NOTE 2

18 F-LINE 55+00, 0.5'R D3-102(MOD) FARM TO MARKET RD STEEL, 11'

SEE NOTE 2

19 J-LINE 14+82.3, 0.2'L D3-102(MOD) JOSH WILSON RD STEEL, 11'

SEE NOTE 2

20 F-LINE 56+44.3, 0'R D3-102(MOD) FARM TO MARKET RD STEEL, 11'

SEE NOTE 2

21 F-LINE 55+56, 2.4'R R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3

22 J-LINE 14+27.6, 3.7'L R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3

23 F-LINE 55+89.3, 4.1'L R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3

24 J-LINE 13+94.2, 2.6'R R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3

#

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NOTES1. SIGNS SHALL BE INSTALLED PER WSDOT STANDARD PLAN G20.10.

2. SIGN POSTS INSTALLED IN CONCRETE SHALL BE TYPE ST-4 PER WSDOTSTANDARD PLAN G24.50. SLIP BASE SHALL BE TRAFFIC SAFETY SUPPLYCOMPANY UNIBASE SLIPBASE ASSEMBLY PART NUMBER 21500.

3. SIGN POSTS INSTALLED IN NON-PAVED AREAS SHALL BE 4"X4" TIMBERPOSTS PER WSDOT STANDARD PLAN G-22.10.

R6-1R

Josh Wilson Rd

Farm to Market RdD3-102 (MOD.)

D3-102 (MOD.)

YIELD

R1-2

20MPH

W2-6

W13-1P

W16-8P (MOD 2)

OR

W16-8P (MOD 1)

Josh Wilson Rd

Farm To Market RdBLACK ON YELLOW

BLACK ON YELLOW

R6-4

R4-7

ONE WAY

53+0

054

+00

55+0

056

+00

57+0

058

+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

JOSH WILSON ROAD

FARM

TO M

ARKET R

OAD

454633-160962

60.7'

P01

P04

P05P07

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LIGHT POLE FOUNDATION SCHEDULE

POLE # STATION/OFFSETTOP OF

FOUNDATIONELEVATION

1 J-LINE STA 12+49.9, 32.7' R 143.53'2 J-LINE STA 13+22.7, 35.7' R 143.68'3 F-LINE STA 55+20.9, 60.4' L 143.81'4 F-LINE STA 53+83.5, 31.2' R 142.09'5 F-LINE STA 54+58.4, 35.2' R 143.24'6 J-LINE STA 15+18.8, 37.4' R 143.98'7 J-LINE STA 16+23.9, 32.0' R 145.21'8 J-LINE STA 15+49.1, 34.4' L 144.30'9 F-LINE STA 56+38.4, 48.5' R 143.78'

10 F-LINE STA 56+86.0, 35.8' R 144.23'11 F-LINE STA 57+60.3, 29.6' R 145.10'12 J-LINE STA 13+68.4, 47.1' L 143.77'

LP-1 LP-2

LP-3

LP-4

LP-5

LP-6 LP-7

LP-8

LP-9

LP-10

LP-11

LP-12

NOTE:FORM TUBES TO BE SET 2" ABOVE TOP OF FOUNDATION

LEGEND

EXISTING UNDERGROUND FIBER

EXISTING WATER SERVICE

PROPOSED CONDUIT, SEEDETAILS SHEET 24

EXISTING GUY WIRES (RBO)

PROPOSED UTILITY POLES(INSTALLED BY OTHERS)

EXISTING UTILITY POLES (RBO)

EXISTING OVERHEAD POWER

PROPOSED WATER SERVICE EXTENSION

EXISTING UTILITY POLES(TO REMAIN)

PROPOSED GUY WIRES(INSTALLED BY OTHERS)

PROPOSED LIGHT POLE(SEE NOTE 1)

RIGHT OF WAY

NOTES:1. CONTRACTOR SHALL SUPPLY AND INSTALL PLASTIC

(NON-PAPER) STREET LIGHT TUBES TO AID IN THEINSTALLATION OF THE STREET LIGHT POLES. SEESPECIFICATION 8-20.1 FOR SEPARATION OF WORK BETWEENCONTRACTOR AND PUGET SOUND ENERGY.

2. CONTRACTOR SHALL SUPPLY DURABLE LID/COVER AT EACHSTREET LIGHT TUBE.

3. CONTRACTOR SHALL PROVIDE ALL TRENCHING ANDCONDUIT WITH PULL-STRINGS AND MULL TAPE FOR STREETLIGHTING CIRCUITRY.

4. CONDUIT SHALL BE SCHEDULE 40 PVC, CONDUIT CROSSINGROADWAYS OR DRIVEWAYS SHALL BE SCHEDULE 80 PVC.

JOINT UTILITY TRENCH (BY OTHERS)JOINT UTILITY TRENCHINSTALLED BY OTHERS

JUNCTION BOX, SEE DETAILS SHEET 24

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PLAN VIEW DETAILOF STREET LIGHT TUBE

WIRE ENTRANCESLOT

STREET LIGHTTUBE

FIELDSIDE

ROADSIDE

WIREENTRANCE SLOT

45°

45°

POSITION 3" X 6" WIRE ENTRANCE SLOT 45 DEGREESLEFT OR RIGHT FROM A LINE PERPENDICULAR TO ROAD-WAY THROUGH CENTER OF TUBE.

FIELD SIDE

3" X 6" CABLEENTRANCE SLOT

SET STREET LIGHT TUBE 2" TO 3" BELOWGRADE

ROAD SIDE

18' TO 25' MINIMUM (DEPENDING ON POLE TYPE)

5'-0"

20"26"

PSE SUPPLIED HANDHOLEINSTALL ALL CONDUIT SWEEPS WITHIN THE 6" X 12" SHAPEDAREA

ALL CONDUIT TO BE 2" PVC SCH40 GRAY.

RED SCH. 40 CONDUIT TOSTREETLIGHT POLE

GROUND LEVEL

PSE SUPPLIED HANDHOLE

2" PVC SCH 40 SWEEP21" MINIMUM RADIUS

INSTALL PULL STRING THROUGH CONDUITAND SECURE AT BOTH ENDS

3" SAND

3" SAND

12"

6"

241

SCALE: NTS

SEAL END OFRED CONDUIT

STREETLIGHT CABLEIN RED CONDUIT

RED CONDUIT

HEAT SHRINK CAPON STREETLIGHTCABLE END

STREETLIGHT TUBE

STREETLIGHT CABLE IN RED

SEE DETAIL

CUT A HOLE IN THE COVER SO CABLE IN CONDUIT MAY PROTRUDE

COVER THE TUBE TO PROTECT THEPUBLIC (USE PLYWOOD, FOR EXAMPLE)34" RIM THICKNESS

242

SCALE: NTS

243

SCALE: NTS

25" MIN

2" GRAY PVC CONDUIT

NOTE:

1. CONDUIT SHALL BE SCHEDULE 40 PVC, CONDUIT CROSSINGROADWAYS OR DRIVEWAYS SHALL BE SCHEDULE 80 PVC.

NOTE:

1. JUNCTION BOX TO BE SUPPLIED BY PUGET SOUND ENERGY.