okanogan river project location - … river paddlers campsite jarpa...jlr 20130058.0300 vicinity 1...

HORIZONTAL DATUM: NAD 83

VERTICAL DATUM: NAVD 1929

T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:

P.U.D. NO.1 OF DOUGLAS COUNTY

ATTN:

SCOTT KREITER

1157 VALLEY MALL PKWY

EAST WENATCHEE, WA 98802

PROPOSED:

OKANOGAN RIVER PADDLERS

CAMPGROUND

WATERBODY: OKANOGAN RIVER

NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON

ADJACENT PROPERTY OWNERS:

WSDOT (SR97 R/W)

PUD NO.1 OF DOUGLAS CO.

FOR PERMITTING ONLY - NOT FOR CONSTRUCTION

20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

VICINITY

1

12

VICINITY MAP

PROJECT LOCATION

PATEROS

BREWSTER

BRIDGEPORT

COLUMBIA RIVER

OKANOGAN RIVER

METHOW RIVER

SR97

SR153

SR173

SR17



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20150253.0000

AREA

2

12

AREA AND ADJACENT OWNERS MAP

OKANOGAN RIVER

GEBBERS FARMS INC

APN 3025170024

STATE HWY 97

DOUGLAS CO. PUD NO.1

APN 3025170036


APN 2400910100


APN 3025170034


APN 3025172005


APN 3025172001


APN 3025170008


APN 3025164009


APN 3025160026


APN 3025170037


APN 3025163004

PROJECT LOCATION

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\|/

\|/

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\|/

\|/

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\|/

\|/

\|/\|/

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\|/

7

7

5

7

8

0

7

8

0

7

8

5

7

8

5

7

8

5

7

8

5

7

8

5

7

9

0

7

9

5

8

0

0



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20150253.0000

EX-COND

3

12

EXISTING CONDITIONS

0

SCALE IN FEET

50 100

O

K

A

N

O

G

A

N

R

I

V

E

R

EXISTING GRAVEL ROAD

200' SHORELINE ZONE

75' WETLAND BUFFER

50' RIPARIAN SETBACK

WETLAND BOUNDARY

PER GRETTE ASSOCIATES

ORDINARY HIGH WATER

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

OO

O

O

7

8

5

7

8

5

7

9

0

7

9

5

8

0

0

780

7

8

5

7

8

5

785

7

8

5

790



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20150253.0000

PLAN-1

4

12

SITE PLAN - EROSION CONTROL

0

SCALE IN FEET

40 80

PRECAST VAULT

RESTROOM

PICNIC

TABLE

NON-MOTORIZED

BOAT LANDING

VEHICLE TURNAROUND

O

K

A

N

O

G

A

N

R

I

V

E

R

200' SHORELINE ZONE

75' WETLAND BUFFER


WETLAND BOUNDARY

PER GRETTE

ASSOCIATES

SILT FENCE

DEBRIS BOOM

1

12

1

11

ORDINARY HIGH WATER

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

7

8

5

7

8

5

7

9

0

7

9

5

8

0

0

780

7

8

5

7

8

5

785

7

8

5

790

0

+

0

0

1

+

0

0

1

+

3

5

0

+

0

0

1

+

0

0

2

+

0

0

3

+

0

0

4

+

0

0

5

+

0

0

5+

17



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

PLAN-2

5

12

SITE PLAN

0

SCALE IN FEET

40 80

O

K

A

N

O

G

A

N

R

I

V

E

R

TRAIL 1

TRAIL 2

2

9

1

9

4

9

3

9

200' SHORELINE ZONE

75' WETLAND BUFFER


WETLAND BOUNDARY

PER GRETTE

ASSOCIATES

ORDINARY HIGH WATER

TENT PAD

TENT PAD

1

10

TENT PAD

TENT PAD

COVERED

SHELTER

PICNIC

TABLE

PICNIC

TABLE

PICNIC

TABLE

PICNIC

TABLE

1

9

5

9

1

10

1

10

1

10

TRAIL 1

760

770

780

790

800

810

820

830

760

770

780

790

800

810

820

830

0+00

EG

794.4

FG

EG

794.8

FG

0+50

EG

794.1

FG

794.32

EG

792.4

FG

793.11

1+00

EG

789.2

FG

791.15

EG

787.5

FG

789.16

1+50

EG

785.6

FG

787.17

EG

784.8

FG

785.37

2+00

EG

784.4

FG

784.60

EG

784.3

FG

784.76

2+50

EG

784.8

FG

785.02

EG

785.0

FG

785.28

3+00

EG

785.4

FG

785.53

EG

785.5

FG

785.50

3+50

EG

785.3

FG

785.38

EG

785.2

FG

785.19

4+00

EG

784.8

FG

784.81

-2.9

5%

-7

.9

6

%

1.03%

-0.50%

-1.51%

GRADE BREAK STA:0+27.06

EL 795.00'

GR

AD

E B

RE

AK

S

TA

:3+

06.00

EL

785.60'

GR

AD

E B

RE

AK

S

TA

:3+

69.00

EL

785.28'

PVI STA 0+66.01

PVI EL 793.85'

K 5.99

30' VC

BV

C 0+

51.01

EL 794.29'

EV

C 0+

81.01

EL 792.66'

PVI STA 1+85.36

PVI EL 784.36'

K 5.57

50' VC

BV

C 1+

60.36

EL 786.35'

EV

C 2+

10.36

EL 784.61'



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

PROF1

6

12

PROFILE

TRAIL 1 PROFILESTA 0+00 to 4+00

SCALE: H 1"=50', V 1"=20'

760

770

780

790

800

810

820

830

760

770

780

790

800

810

820

830

2.31%

-0.55%

GR

AD

E B

RE

AK

S

TA

:4+

26.00

EL

784.42'

GR

AD

E B

RE

AK

S

TA

:4+

81.47

EL

784.12'

4+00

EG

784.8

FG

784.81

EG

784.3

FG

784.44

4+50

EG

784.3

FG

784.29

EG

784.2

FG

784.15

5+00

EG

784.5

FG

784.55

5+16.87

EG

784.9

FG

784.94

750

760

770

780

790

800

810

820

830

840

750

760

770

780

790

800

810

820

830

840

0+00

EG

784.3

FG

EG

785.1

FG

785.58

EG

786.4

FG

786.52

EG

786.9

FG

786.47

EG

786.8

FG

786.26

1+00

EG

785.3

FG

783.52

EG

780.2

FG

778.59

1+34.93

EG

777.8

FG

4.6

9%

-1.50%

-1.05%

-1.50%

GR

AD

E B

RE

AK

S

TA

:0+

42.87

EL

786.65'

GR

AD

E B

RE

AK

S

TA

:1+

29.69

EL

778.44'

GR

AD

E B

RE

AK

S

TA

:1+

19.69

EL

778.59'

GR

AD

E B

RE

AK

S

TA

:0+

81.69

EL

786.24'

GRADE BREAK STA:0+89.56

EL 786.13'



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

PROF2

7

12

PROFILE

TRAIL 1 PROFILESTA: 4+00 to END

SCALE: H 1"=50', V 1"=20'

TRAIL 2 PROFILESCALE: H 1"=50', V 1"=20'

ORDINARY HIGH WATER

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/

\|/\|/

\|/

\|/\|/

\|/\|/

\|/\|/

\|/

\|/\|/



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

MITIGATION

8

12

MITIGATION PLAN

MITIGATION SITE

0

SCALE IN FEET

100 200

O

K

A

N

O

G

A

N

R

I

V

E

R

200' SHORELINE ZONE

75' WETLAND BUFFER


WETLAND BOUNDARY

PER GRETTE

ASSOCIATES

ORDINARY HIGH WATER



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

DETAILS

9

12

DETAILS

3'

3%

3

:

1

M

A

X

3

:

1

M

A

X

1 TRAIL SECTIONNOT TO SCALE

3'

0.5' CSTC (MINIMUM COMPACTED DEPTH)

COMPACTED SUBGRADE

FIRM AND NON-YIELDING

C

L

3'

3%

3

:

1

M

A

X

3

:

1

M

A

X

3'

C

L


3

:

1

M

A

X

3

:

1

M

A

X

3

:

1

M

A

X

3

:

1

M

A

X


COMPACTED SUBGRADE


2"

2"

COMMERCIAL WEED CONTROL GEOTEXTILE

COMMERCIAL WEED

CONTROL GEOTEXTILE

*EXCAVATE AS REQUIRED TO ACCOMMODATE SECTION


3'

4 TRAIL SECTION PRECAST CONCRETE STONE STAIRWAYNOT TO SCALE

3'

12" COMPACTED DEPTH CSBC

6" PRECAST STONE BLOCK

C

L

6"6"

GEOTEXTILE FABRIC

3

:

1

M

A

X

3

:

1

M

A

X

3'

0%

3

:

1

M

A

X

3

:

1

M

A

X

3'

C

L


3

:

1

M

A

X

3

:

1

M

A

X

0.5' CSTC (MINIMUM

COMPACTED DEPTH)

COMPACTED SUBGRADE


COMMERCIAL WEED

CONTROL GEOTEXTILE


0%

2"

2"

2"

2"

18" TYPE I RIP-RAP

3'

5 TRAIL SECTION PRECAST CONCRETE STONE LANDINGNOT TO SCALE

3'

12" COMPACTED DEPTH CSBC

6" PRECAST STONE BLOCK

C

L

6"6"

GEOTEXTILE FABRIC

3

:

1

M

A

X

3

:

1

M

A

X

0%

18" TYPE I RIP-RAP



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

DETAILS (2)

10

12

DETAILS

0

SCALE IN FEET

10 20

NOTE: SCALE BAR IS ESTABLISHED FOR

FULL SIZE WITH SCALE BAR EQUAL TO 2"

BACKFILL TENT PAD W/

3/8" PEA GRAVEL T0 1" BELOW TOP OF

EDGING

TABLE ANCHOR BLOCK

1 TYP CAMP SITESCALE 1"=10'

TABLE


OVER LANDSCAPE WEED BARRIER

FABRIC

4" X 4" PRESSURE TREATED TIMBER

ANCHOR IN PLACE

W/ 24" LONG NO. 4 REBAR AT 2' O.C. (SET 1/4" BELOW TOP OF 4" X 4"

CONNECT CORNERS W/ (2) 3/8" X 8" SS LAG

BOLTS, COUNTERSINK BOLT HEADS

3

11

2

11



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

DETAILS (3)

11

12

DETAILS

FLOTATION

BALLAST POCKET

12" MIN.

FREEBOARD

MIN 4' LENGTH,

EXTEND AS

NECESSARY FOR

CONTAINMENT

IMPERVIOUS

DEBRIS

BARRIER

1 TEMP. EROSION CONTROL DEBRIS BOOMN.T. S

3 CAMP SITE SECTIONN.T. S

36

"

12"

12" DIA

CONC CYLINDER

BOLT CHAIN TO

GALV. ANCHOR

BOLT

1/2" X 18" LONG

6' OF 3/8" CHAIN,

POLY COATED,

GRADE 30

3" (MIN) 1/4" MINUS

CRUSHED

SCREENINGS

3" (MIN) 3/8" PEA

GRAVEL

4" X 4" PT TIMBER

OR PRECAST CONCRETE BORDER

LANDSCAPE WEED

BARRIER FABRIC

2 TABLE ANCHOR BLOCKN.T. S



T. 30 N. R. 25 E. W.M. SEC. 17

DRAWN BY:

DATE:

SCALE:

LAYOUT:

FILE NO.:

JOB NO.:

BREWSTER

CHELAN

E. WENATCHEE

EPHRATA

TOLL FREE

(509) 689-2529

(509) 682-4189

(509) 884-2562

(509) 754-3326

(800) 732-1781

SHT

OF

APPLICANT:


ATTN:

SCOTT KREITER



PROPOSED:


CAMPGROUND


NEAR: BREWSTER

COUNTY: OKANOGAN

STATE: WASHINGTON


WSDOT (SR97 R/W)



20130058.0300-JARPA1.DWG2/15/2017

AS NOTED

JLR

20130058.0300

DETAILS (4)

12

12

DETAILS

FABRIC (GEOTEXTILE)

(TYPICAL)

SPLICE DETAIL

(WOOD POSTS SHOWN)

SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH

TOGETHER TO PREVENT SILT LADEN WATER FROM

ESCAPING THROUGH THE FENCE AT THE OVERLAP.

~

~

NOTE

POST ~ SEE STD.

SPEC. 8-01.3(9)A

GEOTEXTILE

F

L

O

W

BURY GEOTEXTILE

IN TRENCH

4"

~ ~

2' - 0" M

IN

.

2' - 0" M

IN

.

FASTEN GEOTEXTILE TO

POST EVERY 6" (IN.) O.C.

4"

BACKFILLED &

COMPACTED

NATIVE SOIL

FASTEN TO POST

EVERY 6" O.C

SELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE),

120# MIN. TENSILE STRENGTH, UV STABILIZED

POST

~ WOOD OR STEEL

(TYPICAL)

DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND

AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH

SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-

RATING FLOWS. COMPACTION MUST BE ADEQUATE TO

PREVENT UNDERCUTTING FLOWS.

1 SILT FENCENOT TO SCALE

WSDOT STD PLAN I-30.15-02

NOTES

1. INSTALL THE ENDS OF THE SILT FENCE TO POINT SLIGHTLY

UPSLOPE TO PREVENT SEDIMENT FROM FLOWING AROUND THE

ENDS OF THE FENCE.

2. PERFORM MAINTENANCE IN ACCORDANCE WIT STANDARD

SPECIFICATIONS 8-01.3(9)A AND 8-01.3(15).

3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS OR SUMP

LOCATIONS. IF SPLICES ARE LOCATED IN LOW OR SUMP AREA, THE

FENCE MAY NEED TO BE REINSTALLED UNLESS THE PROJECT

ENGINEER APPROVES THE INSTALLATION.

4. INSTALL SILT FENCING PARALLEL TO MAPPED CONTOUR LINES.

okanogan river project location - … river paddlers campsite jarpa...jlr 20130058.0300 vicinity 1...

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