Consolidated Drawings File.pdf

PDF 7 MB Posted Jul 6, 2011

Attached to: Sandy River Delta Trailhead Phase II
Solicitation number: AG-046W-S-11-0027
Issued by: Department of Agriculture Forest Service R6-Pacific Northwest Region

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Sandy River Delta Trail Head Phase II Supplemental Specs Rev 2.pdf	PDF	Jul 6, 2011
Solicitation AG-046W-S-11-0027.pdf	PDF	Jul 6, 2011

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PLANS FOR

SANDY RIVER DELTA

FOREST SERVICE - REGION SIX

UNITED STATES DEPARTMENT OF AGRICULTURE

PROJECT LOCATION

SANDY RIVER DELTA

VICINITY MAP

TRAIL HEAD PHASE II

MULTNOMAH COUNTY

STATE MAP

SUB-REGIONAL ENGINEERING GROUP

OREGON

COLUMBIA RIVER GORGE NATIONAL SCENIC AREA

NO SCALE

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Title Sheet.dwg

INTERSTATE - 84

HISTORIC

COLUMIBA

RIVER HWY

257th

AVENUE

SANDY RIVER

CROWN POINT HWY

N A

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C E

A R

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DESIGNER

RECREATIONAL STAFF

ENGINEERING STAFF

CRGNSA AREA MANAGER

DATE

DESIGNER

DOWNTOWN

PORTLAND

APPROX. 10 MI.

HOOD RIVER

APPROX. 45 MI.

DRAWINGS DATE

DATELANDSCAPE ARCHITECT

TOWNSHIP 23S RANGE 4E SECTION 30

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General Notes

1. Inform CO 2 weeks prior to clearing and excavation of bioswales so bioswale vegetation can be treated for invasive species by botanist.

2. Bioswale locations shall be approved by CO prior to construction activities. Adjustments may be made by CO to better fit ground conditions.

3. Place temporary fencing around trees to be protected and shall be approved by CO prior to construction activities.

4. Basalt curbing, boulder, and stair rock material source shall be approved by CO.

5. Disposal area shall be off government land.

6. Water source and any permits required for such source will be the responsibility of the contractor.

7. Pay Item 20105 - Place logs in soil preparation area along southern boundary of project, after cutting in 20'lengths, as directed by CO. All other slash shall be hauled to area shown on Sheet 16 and placed as designated by CO.

8. Pay Item 41050 - Mechanical Tamper Compaction - Adjust moisture content of aggregate to a moisture content suitable for compaction. Compact with a minimum of three complete passes with a mechanical tamper.

9. Pay Item 63390A and 61953A - Primer and paint colors to be approved by CO.

10.Pay Item 63390B - Each sign installation includes 1 post and 2 sign panels.

11.Dumpster enclosure and hitching post locations to be approved by CO.

12.Filter fabric shall meet requirements of 714.01(a)(2) Type II-B.

Masonry Walls

A.Dimensional Masonry Class to match entrance, unless otherwise identified on Plan Sheets.

B.Mortar Joints shall be recesses ½” to 1”.

C. Visible face rock shall be no smaller than 5” in height or width.

D.Rock shall be Camas / Columbia Basalt or other approved basalt. Source shall be approved by CO.

Kiosk, Dumpster Enclosure, Hitching Post, Timber Curbing and Hitching Rail

A. Lumber Materials - all with pressure treated wood preservative.

a. Factory Wood Treatment - American Wood Preserves Association Standard (AWPA) Treatment C4B using water borne preservative with 0.60 pounds per cubic foot retention.

Wood shall be non-incised with brown colorant added.

b. Field Wood Treatment - Field treat cut and drilled pressure treated materials with copper napthenate solution containing at least 2% copper metal. Treat field cuts by repeated brushing, dipping or soaking until the wood absorbs no more preservative.

c. Fasteners and Connectors - Hot dipped galvanized zinc steel.

B. Construction

a. Set structural members level and plumb in correct positions.

b. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing.

c. Place horizontal members flat, crown side up.

d. Construct load bearing framing and curb members full length without splices.

e. Clean all marks, dirt, and pencil layout from lumber to be exposed.

d. Tolerances:

Framing Members - ¼ inch (6mm) from true position, maximum.

Surface Flatness of Roof - ¼ inch in 10 feet, maximum.

e. Predrill for fasteners and assembly of units.

f. Machine sand exposed surfaces to remove planning or surface marks, finishing with No. 120 grit sandpaper.

g. Damaged surface - Repair damaged surfaces and finishes after completing erection. Replace damaged timber if repairs not approved by the CO.

C. Submittals:

a. Provide shop drawing building plans for Kiosk bearing the stamp and seal of an engineer registered in the state of Oregon.

b. Kiosk roof shall be 3-tab composition shingle roof. Shingle color shall match adjacent restroom facility. Samples of roof shingles proposed for Kiosk shall be submitted for approval prior to the beginning of construction.

c. Incorporate only accepted products/materials into the work.

d. Incorporate conditionally accepted products/materials only after conditions have been met.

e. Do not incorporate rejected products/materials into the work. Resubmit products/materials that meet the requirements.

f. All fasteners/connectors or other hardware not shown in plans or specs shall be incorporated as approved by CO.

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NOTES:

OFFSETS FROM C/L TO EDGE OF ASPHALT TOP

ROAD

CENTERLINE

ASPHALT

EDGE

PLAN AND PROFILE 1

1:401

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PLAN AND PROFILE 2

1:701

NOTES:

OFFSETS FROM C/L TO EDGE OF ASPHALT TOP

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NOTES:

OFFSETS FROM C/L TO EDGE OF ASPHALT TOP

PLAN AND PROFILE 3

1:201

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PLAZA LAYOUT

1:201

BLACK BASALT ROCK

BOULDERS ON SITE

EXISTING TRAIL HEAD

EXISTING BATHROOM CONCRETE PAD

PLANTER BOX

BEGIN BASALT CURB

END BASALT CURB

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IIEXPOSED AGGREGATE SIDEWALK

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CROSS-SECTION LAYOUT

1:201

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CROSS-SECTION A-A1 SCALE 1:4

CROSS-SECTION B-B

SCALE 1:4

CROSS-SECTION C-C

SCALE 1:4

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BASALT STONE

STEPS

CROSS-SECTION D-D1 SCALE 1:4

CROSS-SECTION Y-Y

SCALE 1:4

CROSS-SECTION Z-Z

NTS

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SWALE ENTRANCE

NOT TO SCALE2

TYPICAL SWALE SECTION

SCALE 1:23

WEST ISLAND SWALE P&P

1:201

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FIRST SWALE P&P

1:201

CORNER SWALE P&P

1:202

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BERM SWALE P&P

1:201

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STRIPING AND SIGN PLAN

1:1001

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CURB LAYOUT

1:1001

PARKING CURB CUT

NOT TO SCALE2

CURB BREAKS PROFILE

NOT TO SCALE3

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C9 C10

NEW ROAD

REMOVE EXISTING

DUMPSTER ENCLOSURE

EXCAVATE 4"

FOR PICNIC PADS

AND 3' AGGREGATE TRAIL

REMOVE EXISTING KIOSK

PROTECT COTTONWOOD

TREES OUTSIDE OF CONSTRUCTION

WITH RADIUS OF 15' AND NO SOIL PREP

WITHIN 30'

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N A

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'-9

1 2"

14'

16'-2"

60Á

21'-8"

'-7

10'-6"

9'-1"

60Á

ANCHOR 3" ABOVE

FINISH GRADE

INSERT SIGN POST A

MIN. OF 18" INTO 21

4"x21 4"

GROUND ANCHOR.

ANCHOR SHALL BE SET

IN CONCRETE A MIN. OF

30" BELOW FINISH

GRADE. SIGN POST IS

BOLTED TO ANCHOR

2"x2", 12 GAUGE STEEL

TUBING WITH 716" HOLES

ON 1" CENTERS, FULL

LENGTH, ON TWO

OPPOSITE SIDES

6" DIA.

30" MIN.

PLUG HOLES PRIOR TO

PLACEMENT OF CONCRETE

SIGN

2' MIN.

36" MIN.

8" DIA.

NATURAL GROUND APPLICATION

SIGN

PLUG HOLES PRIOR TO

PLACEMENT OF CONCRETE

ASPHALT APPLICATION

DRAWINGS NOT TO SCALE

PAINT POST AND BACK OF SIGNS BROWN

(DURATION EXTERIOR LATEX SATIN EXTRA

COLORS SW6062 BROWN)

VAN

ACCESSIBLE

ONE WAYR6-1L

PARKING WITH D.M.V.

DISABLED PERMIT ONLY

VIOLATORS SUBJECT TO

TOWING UNDER

ORS 811.620 AND FINE

UP TO $450 UNDER

ORS 811.615

18"

12"

30"

36"

30" 12"R1-1

R5-1

R7-OR

R7 8B

W11-2

SPEED

LIMIT

R2-1

Road Surface

2' 1'

8' -5

PAVEMENT MARKINGS

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SIGN DETAILS

NTS4

ANGLED PARKING BAY

1:101

SPEED BUMP SECTION

NTS2

CROSSWALK DETAILS

NTS3

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TACK COAT

BETWEEN

LAYERS

24"

30Á

4" WIDE SOLID WHITE

LINES (TYP.)

ACCESS AISLE SHALL EXTEND THE ENTIRE

LENGTH OF PARKING STALL

DISABLED

PARKING STALL

DISABLED ACCESS AISLE

4"NOTES:

1. PAINT ARROWS SOLID WHITE

2. PARKING STALL SOLID WHITE LINES

4' -6

SPEED BUMP MARKINGS

12" SOLID

WHITE LINES

FOG AND PARKING LINE STRIPING

STOP LINE & SPEED BUMP STRIPING

12' MIN. AS MARKED BY C.O.

PAVEMENT MARKINGS AND

SIGNS SHALL CONFORM TO

MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES.

(MUTCD)

15'

CONCRETE

EXTRUDED

CURB 6"

4" SOLID WHITE

FOG LINE

4" DASHED

YELLOW LINE 4" SOLID WHITE

FOG LINE

CONCRETE

EXTRUDED

CURB 6"

12' 12'

6" 4" EACH

4" EACH

(1 QTY) (6 QTY) (2 QTY) (4 QTY)

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MARKING DETAILS

NTS1

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12"

GRADED/COMPACTED

NATIVE SOIL

12"

6"x6" EXTRUDED

CURB WITH EPOXY BOND

PRECAST CONCRETE CURB

WHEEL STOP (6' LONG)

3" NOMINAL THICKNESS ASPHALT

CONCRETE

6" 6"

16" DIA. HOLE (TYP.

2 PLACES)

1" CHAMFER (TYP.)

SIDE VIEW

FRONT VIEWTOP VIEW

NOTE:

USE #6 REBAR, 36" LONG, TYP. 2

PLACES.

6" AGGREGATE BASE

#6 REBAR, 36" LONG WITH A

FLAT WASHER WELDED ON

TOP

TYP. BASALT 6" CURB

1'-6" 1'

-4

4" CONCRETE SIDEWALK

3" AGGREGATE 3" HMA

3" AGGREGATE

4" 1'

6" x 12" x 18"

BASALT CURB

CONCRETE FOOTING 1' DEPTH

COMPACTED AGGREGATE 4" DEPTH

RETAINING

WALL

BASALT CURB 2"12"

CONCRETE

SIDEWALK

RETAINING

WALL

6" x 12" x 18"

BASALT CURB

1' -6

6" 1'

-2

4' -2

1%3" HMA

3" AGGREGATE

EXTRUDED

CONCRETE

CURB (6")

5' AGGREGATE TRAIL

AGGREGATE

4" DEPTH

SLOPE

3H:1V

EXISTING

GROUND

6" DIAMETER

ROUNDED

TIMBER CURB

WITH REBAR

ALL TIMBER CURBS TO BE REINFORCED WITH #6 REBAR WITH A FLAT

WASHER WELDED ON TOP, 3' LONG TYP. 2 PLACES, ATTACHED 1'

FROM EACH END OF TIMBER

ROCK BORROW

(DEPTH VARIES)

FILTER FABRIC

ON-SITE TOP SOIL

EXCAVATED

MATERIALS

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NTS3

PARKING STALL CURB DETAIL

NTS5

CONCRETE WHEEL STOP

NTS4

BASALT CURB SECTION

1:21

CURB/WALL INTERSECTION 1

1:22

CURB/WALL INTERSECTION 2

NTS6 TIMBER CURB DETAIL

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TYPE "M" OR "S" MORTAR, NATURAL

OR COLOR TO MATCH STONE USED.

TOOL EXPOSED JOINTS WITH ROUND

JOINTER, TO BE APPROVED BY C.O.

BLACK BASALT STONE

#4 L BARS CONTINUOUS

18" O.C. ALTERNATE LOCATION

COMPACTED SUBGRADECONCRETE FOOTING WITH

(3) #4 LOGNGITUDINAL BARS @ 10" O.C.

AND #4 TRANSVERSE BARS AT 18" O.C.

6" CRUSHED AGGREGATE

BASE GRADING D (2:1 SLOPE)

2' -2

NATIVE SOIL FILL

MAX 3:1 SLOPE

4" DEPTH CONCRETE

1'-8"

3'-2"

3'-10"

3" DEPTH AGREGATE

1% SLOPE

5% MAX

C R=14'-3"

R=10'-2"

R=3'-1"

BEGIN WALL

TRANSITION

VARIES- SEE NOTES

TOP OF WALL SURFACE IRREGULAR BASALT PATTERN RESPONDING

TO FORM OF ROCK. HEIGHT DECREASES IRREGULARLEY TO SINGLE

COURSED ROCK. MAINTAIN BATTER OF MASONRY WALL

VARIES- SEE NOTES

VARIES- SEE NOTES BASALT BOULDERS

NOTES:

ROCK DIAMETER VARIES FROM 1-4'

VARIABLE SPACING 1-2'

ALIGNMENT: 1' TOLERANCE OUTSIDE OF TRAIL WIDTH

SIZE OF BOULDERS DECREASE WITH INCREASE IN LENGTH FROM WALL

5' MINIMUM

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MASONRY WALL LAYOUT

1:101

A-A CROSS-SECTION

SCALE 1:22

C-C CROSS-SECTION

SCALE 1:24B-B CROSS-SECTION

SCALE 1:23

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UNITLESS

NOTES:

LOCATION OF CUTS FOR CONCRETE EXPANSIONS IN AREA

BETWEEN WALL SEGMENTS SHALL BE AS APPROVED BY C.O.

2' -2

GROUND SURFACE

BASALT

BOULDERS

5'-7" 12'-8" 19'-6" 18'-3"

10'-2" 5'-9" 10'-3" 19'-8"

GROUND SURFACE

BASALT

BOULDERS

2' -2

4"3" 11

ADA RAMP

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NORTH WALL PROFILE

NTS1

SOUTH WALL PROFILE

NTS2

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DIMENSIONS SHOWN ARE ARC LENGTHS

5'-3"

4'-3"4"

2'-10" 2"

4' 4"

9'-11 12 "

2'-2"

3'-5 12 "

1'-2 12 "

1'-8"

5'-11"

4" x 6" 4" x 6"

2" x 6"

FAS

6" x 6" P

4 " TO

N G

U E

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4" x 6"

S H

LES

M A

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10" 51 2" 2'-1" 11"

2" x 4"

D63

TIN

D65

R10'

1'-8"

12'-2 12 "

9'-10 12 "

4'-11" 5'-3"

P O

F M

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Y W

O N

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ALL AT

G R

O U

N D

4" x 6"6" x 6" P

152°

G R

O U

N D

S U

FAC

O F

O N

R Y

W A

1'-8" 2'-6 12 "

2'-8"

2'-2"

G R

O U

N D

S U

FAC

E3'-6"

3'-2"

#3 R

EBAR

. 4 P

R O

VID

3" C

LEAR

C O

#3 R

EBAR

TIR

R U

12" O .C

P R

VID

E 3" C

LEAR

O V

#3 R

EBAR

#3 R

EBAR

TIR

R U

12" O .C

1'-11"

1'-3" 3"

5" 3"

USDA FOREST SERVICE

The Pacific Northwest Region

Project:

Sheet Title:

TIO

: FR

O N

T 1:2

KIOSK DETAILS

COLUMBIA RIVER GORGE

902 Wasco Street Suite #200 Hood River, OR 97031

NATIONAL SCENIC AREA

SANDY RIVER DELTA

TRAIL HEAD PHASE II

TIO

: SID

E 1:2

C O

N C

R E

TIN

G 1:2

P O

T LA

T P

LAN

1:2

M E

ETAILS

N O

TES:

ALL PO

ST CO

ECTIO

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You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) http://www.novapdf.com

2" 2"

7' -2

1 2"

10'-1"

6' -3

9'-11 2"

5' -3

1 2"

3'-10"

4' -1

01 2"

5' -5

1 2"

4" CONCRETE

3" AGGREGATE

1' -1

01 2" 1'

-5 1 2"

5'-5"

1' -6

1 2"

IRON HASP AND STAPLE

IM1001 (MASCOT METAL)

OR EQUIVALENT

BEAN STRAP HINGE

SMOOTH BLACK IRON

SKU 778256 (HARDWARE SOURCE)

OR EQUIVALENT

45Á CHAMFER

ON ALL POSTS

CONCRETE (4" DEPTH)

AGGREGATE (3" DEPTH)

2"x6" PT PICKET 6"x6"

PT POSTS

CONCRETE

PAD

1' -0

1 2" 51 2"

5'-31 2"

6' -1

01 2"

4' -1

01 2"

4" COMPACTED AGGEGRATE

4' -1

8'-8"

2"x6" STRINGERS

2" x 6" x 91

4" PICKETS

EVENLY SPACED

DUMPSTER SCREEN NOTES:

ATTACH ALL 2"x6" VERTICAL PICKETS TO CROSS STRINGERS WITH 3

8" DIA. CARRIAGE BOLTS, WASHERS, AND NUTS. ONE BOLT

CENTERED PER PICKET PER STRINGER.

ATTACH ALL HORIZONTAL STRINGERS TO POSTS WITH 7

16" DIA. CARRIAGE BOLTS WITH WASHERS AND NUTS

2" ROUT

45Á C.

GROUND

SURFACE

3' 3'

16" x 1-1/2"

BLACK

STRAP IRON

CONCRETE

FOOTING

2" 6"

9"41 2"

3" AGGREGATE

4' -4

3" MIN.

MORTISE

JOINT

1' -6

3" MIN.

U S

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

DUMPSTER SCREEN FRONT

1:21

DUMPSTER SCREEN PLAN

1:22

HITCHING POST ELEV.

1:24

HITCHING POST DETAIL

NTS5

DUMPSTER SCREEN SIDE

1:23

P S

H D

M B

R G

O R

G E

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

16'-5"

'-5

NATIVE SOIL

FILTER FABRIC

4" COMPACTED AGGREGATE

WITH SLURRY SEAL

COMPACTED SUBGRADE

NATIVE SOIL

FILTER FABRIC

4" COMPACTED AGGREGATE

WITH SLURRY SEAL

COMPACTED SUBGRADE

2% CROWN 2% CROWN

U S

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

PICNIC AREA

1:301

PICNIC PAD: PLAN VIEW

NTS2

3' AGGREGATE SECTION

NTS4PICNIC PAD SECTION

NTS3

A R

E A

D E

S C

M B

R G

O R

G E

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

TRAILHEAD "B" & "C"

1:201

TRAILHEAD "E"

NOT TO SCALE2

TRAILHEAD TRANSITION

NOT TO SCALE4

E A

D D

C O

E R

G O

R G

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

BASALT CURB

BROKEN BASALT CURB

BASALT BOULDERS

TYP. BOULDER DETAIL

NOT TO SCALE5

NOTES:

1. TWO TRAILHEAD PANELS PER POST PER TRAILHEAD.

2. SMOOTH FACED OAK TRAIL SIGNS (BY COUNTRY CLASSIC INC. OR EQUIVALENT)

3. 1-1/2" TEXT HEIGHT CENTERED VERTICALLY AND HORIZONTALLY ON SIGN

4. TRAILHEAD "D" LOCATED IN THE PLAZA

5. POSTS TO BE SET IN GROUND 2' WITH MINIMUM 3" CONCRETE ON ALL SIDES (INDIRECT TO PAY ITEM)

6. BOTTOM OF SIGN SHALL BE 5' ABOVE GROUND

7. POSTS SHALL BE TIMBERSIL (TIMBER TREATMENT TECHNOLOGIES) TREATED FIR 4" X 4" POSTS OR EQUIVALENT

8. EACH SIGN PANEL SHALL BE ATTACHED TO POSTS WITH CARRIAGE BOLTS

TRAILHEAD "A"

NOT TO SCALE3

282283

389 392

432433

437 439 440441

484494

597 621

645652

722 728

ASPHALT

AGGREGATE

EXISTING GROUND

STAKING POINTS

BELOW AGGREGATE

ON FILL MATERIAL

403 405

445 556

604605

259 263

10007 10008

10009 10010

10011 10012

10013 10014

10015 10016

USDA FOREST SERVICE

The Pacific Northwest Region

H E E T S

P R O J E C T

N O

S H E

DESCRIPTION

DATE

REV.

SCALE:

CHECKED BY:

DRAWN BY:

Sheet Title:

P T

COORDINATE POINT LAYOUT

COLUMBIA RIVER GORGE

902 Wasco Street Suite #200 Hood River, OR 97031

NATIONAL SCENIC AREA

TORRES/PLOURDE/BEIN

SANDY RIVER DELTA

TRAIL HEAD PHASE II

PT# NORTING EASTING ELEAVATION DESCIPTION

252 50075.11 5106.481 996.6698 Daylight_Sub 254 50097.07 5129.045 995.8877 Daylight_Sub 255 50187.78 5206.354 993.33 Daylight_Sub 256 50128.65 5155.153 994.3736 Daylight_Sub 257 50237.12 5202.187 993.07 Daylight_Sub 258 50159.94 5180.07 993.8187 Daylight_Sub 259 50785.53 5326.285 991.67 Daylight_Sub 260 50187.28 5201.935 993.33 Daylight_Sub 261 50177.35 5219.296 992.9162 Daylight_Sub 263 50785.34 5329.499 991.67 Daylight_Sub 264 50745.57 5394.49 991.76 Daylight_Sub 265 50210.07 5245.55 992.6756 Daylight_Sub 267 50241.36 5270.467 992.7064 Daylight_Sub 269 50272.65 5295.384 992.3843 Daylight_Sub 270 50741.22 5395.448 991.76 Daylight_Sub 273 50303.5 5318.708 992.0138 Daylight_Sub 274 50324.63 5308.332 992.7605 Daylight_Sub 275 50325.87 5312.53 992.5661 Daylight_Sub 276 50415.9 5309.26 992.13 Daylight_Sub 277 50318.03 5327.349 991.9159 Daylight_Sub 279 50352.66 5341.426 991.8319 Daylight_Sub 282 50402.6 5354.84 991.7361 Daylight_Sub 283 50406.81 5338.766 992.13 Daylight_Sub 284 50410.66 5336.539 992.13 Daylight_Sub 287 50435.8 5343.184 992.133 Daylight_Sub 291 50471.74 5355.388 992.1434 Daylight_Sub 295 50505.11 5373.058 992.3598 Daylight_Sub 299 50539.31 5395.426 993.15 Daylight_Sub 300 50540.22 5399.778 993.17 Daylight_Sub 308 50740.61 5514.609 992.1776 Daylight_Sub 312 50777.08 5516.791 991.2245 Daylight_Sub 318 50808.36 5515.352 991.2219 Daylight_Sub 324 50839.36 5510.906 991.0982 Daylight_Sub 330 50872.13 5499.337 990.9745 Daylight_Sub 336 50897.65 5473.822 990.8655 Daylight_Sub 343 50928.72 5441.712 990.4321 Daylight_Sub 346 50928.09 5418.523 990.4155 Daylight_Sub 349 50922.18 5396.526 990.52 Daylight_Sub 357 50900.45 5357.169 990.7656 Daylight_Sub 358 50885.67 5365.81 991.16 Daylight_Sub 359 50883.05 5361.318 991.16 Daylight_Sub 360 50897.87 5352.76 990.7714 Daylight_Sub 362 50882.75 5326.909 990.8992 Daylight_Sub 364 50232.69 5202.687 993.07 Daylight_Sub 365 50792.53 5211.228 992.2245 Daylight_Sub 371 50753.7 5204.601 992.2245 Daylight_Sub 377 50720.77 5226.22 992.2245 Daylight_Sub 381 50709.59 5243.529 992.2245 Daylight_Sub 389 50687.97 5277.185 992.8294 Daylight_Sub 392 50670.62 5304.068 992.87 Daylight_Sub 394 50652.2 5295.872 992.4838 Daylight_Sub 398 50633.32 5325.277 992.5268 Daylight_Sub 400 50095.86 5088.373 996.6698 Daylight_Sub 401 50310.43 5264.59 992.72 Daylight_Sub 402 50115.73 5108.786 995.8877 Daylight_Sub 403 50309.89 5260.229 992.72 Daylight_Sub 404 50145.81 5133.604 994.3736 Daylight_Sub 405 50312.44 5304.633 992.4 Daylight_Sub 406 50177.1 5158.521 993.8187 Daylight_Sub 408 50207.61 5182.815 993.3257 Daylight_Sub 411 50316.76 5303.737 992.4 Daylight_Sub 412 50247.49 5189.005 992.6725 Daylight_Sub 415 50283.44 5217.626 992.7064 Daylight_Sub 418 50320.19 5246.832 992.3293 Daylight_Sub 419 50474.43 5323.257 992.14 Daylight_Sub 426 50348.91 5289.7 992.2867 Daylight_Sub 428 50384.96 5301.063 992.1708 Daylight_Sub 432 50419.75 5307.032 992.13 Daylight_Sub 433 50423.99 5290.805 991.7291 Daylight_Sub 435 50448.09 5297.254 991.733 Daylight_Sub 437 50480.79 5307.772 991.7405 Daylight_Sub 438 50531.8 5357.466 992.43 Daylight_Sub 439 50484.54 5330.903 992.14 Daylight_Sub 440 50488.62 5329.419 992.14 Daylight_Sub 441 50496.07 5314.107 991.7453 Daylight_Sub

442 50511.03 5321.537 991.8173 Daylight_Sub 444 50540.12 5339.111 992.0239 Daylight_Sub 445 50607 5439.545 993.3 Daylight_Sub 447 50553.54 5371.729 992.6027 Daylight_Sub 455 50735.39 5485.964 991.8417 Daylight_Sub 457 50762.81 5488.867 991.2245 Daylight_Sub 466 50805.77 5487.928 991.2219 Daylight_Sub 475 50847.01 5480.858 991.0363 Daylight_Sub 484 50874.2 5459.362 990.8655 Daylight_Sub 494 50881.2 5425.413 990.8124 Daylight_Sub 503 50864.56 5389.676 991.1256 Daylight_Sub 509 50851.94 5368.094 991.1735 Daylight_Sub 511 50476.15 5327.359 992.14 Daylight_Sub 513 50778.27 5234.798 992.2245 Daylight_Sub 519 50759.33 5231.565 992.2245 Daylight_Sub 525 50743.27 5242.109 992.2245 Daylight_Sub 533 50721.96 5275.243 992.6178 Daylight_Sub 540 50790.94 5264.218 991.9768 Daylight_Sub 543 50530.92 5353.233 992.43 Daylight_Sub 545 50774.16 5380.896 991.3415 Daylight_Sub 547 50759.7 5403.524 991.3612 Daylight_Sub 554 50712.56 5389.003 991.857 Daylight_Sub 556 50607.92 5443.901 993.3 Daylight_Sub 564 50613.78 5355.691 992.213 Daylight_Sub 565 50607.64 5394.762 992.6949 Daylight_Sub 571 50589.55 5394.76 992.7119 Daylight_Sub 583 50641.34 5426.757 992.6558 Daylight_Sub 585 50686.22 5430.223 992.2099 Daylight_Sub 589 50671.54 5440.422 992.4144 Daylight_Sub 596 50704.98 5503.235 992.82 Daylight_Sub 597 50797.37 5314.961 991.6592 Daylight_Sub 603 50700.72 5504.223 992.82 Daylight_Sub 604 50908.63 5443.069 990.84 Daylight_Sub 605 50911.98 5440.283 990.84 Daylight_Sub 606 50666.27 5305.016 992.87 Daylight_Sub 609 50627.95 5364.677 992.67 Daylight_Sub 621 50795.7 5347.189 991.31 Daylight_Sub 628 50637.86 5409.003 992.6749 Daylight_Sub 633 50628.9 5369.025 992.67 Daylight_Sub 636 50620.42 5382.362 992.6705 Daylight_Sub 639 50657.82 5381.692 992.5419 Daylight_Sub 643 50646.3 5393.041 992.6567 Daylight_Sub 645 50713 5475.284 992.2879 Daylight_Sub 652 50706.98 5449.753 992.2251 Daylight_Sub 657 50696.4 5414.284 992.0741 Daylight_Sub 666 50719.62 5429.115 992.0741 Daylight_Sub 677 50636.34 5491.937 993.6719 Daylight_Sub 683 50661.47 5508.317 993.5527 Daylight_Sub 689 50687.29 5525.138 993.4102 Daylight_Sub 698 50654.08 5437.249 992.6185 Daylight_Sub 700 50526.64 5420.441 993.7303 Daylight_Sub 705 50548.37 5434.608 993.8005 Daylight_Sub 712 50575.14 5452.05 993.8882 Daylight_Sub 721 50588.83 5431.46 993.33 Daylight_Sub 722 50593.19 5430.541 993.34 Daylight_Sub 728 50594.34 5464.566 993.8539 Daylight_Sub 739 50574.49 5385.379 992.6758 Daylight_Sub 743 50819.53 5317.135 991.6482 Daylight_Sub 754 50865.22 5296.615 991.3023 Daylight_Sub 760 50851.49 5271.06 991.6504 Daylight_Sub 761 50836.03 5277.872 992.66 Daylight_Sub 762 50831.92 5276.287 992.66 Daylight_Sub 772 50814.12 5236.047 992.2245 Daylight_Sub 780 50834.27 5337.881 991.4702 Daylight_Sub 785 50788.9 5247.144 992.2245 Daylight_Sub 794 50783.39 5279.994 991.7325 Daylight_Sub

10007 50711.9 5287.62 992.359 staking 10008 50702.78 5301.824 992.584 staking 10009 50694.38 5314.91 992.408 staking 10010 50685.34 5328.976 992.43 staking 10011 50676.18 5343.248 992.9518 staking 10012 50662.9 5363.919 992.5996 staking 10013 50761.65 5315.456 991.221 staking 10014 50750.29 5333.239 991.255 staking 10015 50738.53 5351.637 991.271 staking

USDA FOREST SERVICE

The Pacific Northwest Region

H E E T S

P R O J E C T

N O

S H E

DESCRIPTION

DATEREV.

SCALE:

CHECKED BY:

DRAWN BY:

Sheet Title:

P T

COORDINATE POINT TABLE

COLUMBIA RIVER GORGE

902 Wasco Street Suite #200 Hood River, OR 97031

NATIONAL SCENIC AREA

TORRES/PLOURDE/BEIN

SANDY RIVER DELTA

TRAIL HEAD PHASE II

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

R O

A D

C O

N S

S C

R O

A D

C O

N S

O N

C O

E R

G O

R G

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

N O

: C

R O

S S

-S E

O N

S D

O N

O T

E D

N S

S F

O R

T R

C O

N S

O N

C R

O S

S -S

E C

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

R O

A D

C O

N S

S C

N O

: C

R O

S S

-S E

O N

S D

O N

O T

E D

N S

S F

O R

T R

C O

N S

O N

C O

E R

G O

R G

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

R O

A D

C O

N S

O N

C R

O S

S -S

E C

D A

F O

R E

S T

S E

R V

Th e

P ac ifi c

N or th w es t R eg io n

P ro je ct

S he et T itl e:

ROAD CONSTRUCTION 3

NOT TO SCALE1

C O

E R

G O

R G

W as co S tre et

S ui te

H oo d R iv er

, O R

N A

L S

C E

A R

E A

R O

A D

C O

N S

O N

C R

O S

S -S

E C

File details come from the government source that posted it. Updated Nov 14, 2017.