COMPLETE_PLAN_SET_HCRH.pdf

A.2

INDEX TO SHEETS

M. WALLS

L. BRIDGE CONSTRUCTION DRAWINGS

K. PERMANENT TRAFFIC CONTROL

J. TEMPORARY TRAFFIC CONTROL

I. LANDSCAPING

H. SAFETY FEATURES

G. DRAINAGE

F. EROSION CONTROL

E. ACCESS ROADS AND TRAIL DETAILS

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

INDEX TO SHEETS (CONTINUED)

WARREN CREEK BRIDGE DRAWINGS

PROJECT STANDARD DETAILS

PERMANENT TRAFFIC CONTROL DETAILS

PERMANENT TRAFFIC CONTROL PLANS

PERMANENT TRAFFIC CONTROL QUANTITIES

PROJECT STANDARD DETAILS

TEMPORARY TRAFFIC CONTROL PLANS

CONTROL QUANTITIES

TABULATION OF TEMPORARY TRAFFIC

PROJECT STANDARD DETAILS

LANDSCAPING DETAILS

LANDSCAPING PLANS

TABULATION OF LANDSCAPING QUANTITIES

PROJECT STANDARD DETAILS

BOLLARD POST DETAILS

PEDESTRIAN RAIL DETAILS

DRAINAGE STANDARD DRAWINGS

PIPE CULVERT PLAN AND PROFILES

TABULATION OF DRAINAGE QUANTITIES

EROSION CONTROL STANDARD DETAILS

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

ROCKFALL PROTECTION DETAILS

ROCKERY DETAIL

GABION BASKET

TRAIL MEDALLION AND V-FENCE DETAILS

TURNOUT DETAILS

ACCESS ROAD AND APPROACH DETAILS

SURVEY CONTROL

PLAN AND PROFILES

CURVE DATA TABLE

TABULATION OF TRAIL QUANTITIES

SUBEXCAVATION AND TRENCH DETAILS

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

L.1-L.12

K.9-K.16

K.5-K.8

K.2-K.4

K.1

J.7-J.10

J.2-J.6

J.1

I.22

I.9-I.21

I.2-I.8

I.1

H.6-H.16

H.5

H.1-H.4

G.6-G.8

G.2-G.5

G.1

F.8-F.12

F.2-F.7

F.1

E.6-E.11

E.5

E.4

E.3

E.2

E.1

D.9

D.3-D.8

D.2

D.1

C.8

C.2-C.7

C.1

B.1-B.5

A.4

A.3

A.2

A.1

REINFORCED SOIL SLOPE DETAILS

UNDERDRAIN PIPE DETAILS

WALL W5 MSE WALL DETAILS

WALL W4 AND W5 NOTES AND DETAILS

WALL W5 PLAN AND ELEVATIONS

WALL W4 PLAN AND ELEVATIONS

WALL W1 DRAWINGS

M.14

M.13

M.10-M.12

M.9

M.7-M.8

M.5-M.6

M.1-M.4 o f1 a b .d g n

I n t_ ft

D

STATE PROJECT

NUMBER

SHEET

J u l-

P

M

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

INDEX TO SHEETS

A.3 ovegvary Rectangle o f1 a d .d g n

I n t_ ft

SHEET

J u l-

A

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

N

0 500 1000 1500500

Scale in feet

A.4

END PROJECT

BEGIN PROJECT

To Cascade Locks

9 miles

7 mile s

To Hood Ri ver

Hwy (I-84) River

Columbia

C re e k

C r e e k

L in d s e y

W a r r e n

C a b in

C r e e k

C r e e k

S ta r v a ti o n

U n io n P a ci fi c

R .R

Lindsey Lake

Colu m bia

Ri ver

T. 2 N. R.9 E.

WASHINGTON

OREGON

W o n d e r

C r e e k

9 10

U n n a m e d C r e e k

219+33.56 (I-84 MP 54.96)

149+71.00 (I-84 MP 53.64)

VICINITY MAP

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN &

PROFILE

ACCESS

ROADS

AND

DETAILS

SOIL

EROSION

CONTROL

DRAINAGE LANDCAPE

ARCHITECTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE WALLS ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-2000 SOIL EROSION CONTROL,

TEMPORARY TURF ESTABLISHMENT ACRE 2.0 2.0

A0140 15703-2500 SOIL EROSION CONTROL,

MULCHING, HYDRAULIC METHOD ACRE 2.0 2.0

A0160 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 3,459 3,459

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,923 1,923

A0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 3 3

A0220 20101-0000 CLEARING AND GRUBBING ACRE 8.0 8.0

A0240 20216-0000 TREE PRUNING EACH 2 2

A0260 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 30 30

A0280 20301-0100 REMOVAL OF BOLLARD EACH 2 2

A0300 20301-2400 REMOVAL OF SIGN EACH 1 1

A0320 20302-0200 REMOVAL OF CURB LNFT 173 173

A0340 20302-0700 REMOVAL OF FENCE, ON BARRIER LNFT 812 812

A0360 20302-0700 REMOVAL OF FENCE LNFT 908 908

A0380 20302-1200 REMOVAL OF GUARDRAIL LNFT 922 922

A0400 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 88 88

A0420 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 147 147

A0440 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 1,035 120 1,155

A0460 20315-0000 SAWCUTTING PAVEMENT LNFT 200 250 450

A0480 20401-0000 ROADWAY EXCAVATION CUYD 3,828 89 3,917

A0500 20402-0000 SUBEXCAVATION CUYD 329 329

A0520 20403-0000 UNCLASSIFIED BORROW CUYD 7,103 7,103

A0540 20410-0000 SELECT BORROW CUYD 818 818

A0560 20701-0200 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE B SQYD 1,124 1,124

A0580 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C SQYD 400 400

MileStone: Final Date Completed: In Progress Report Date: 08/14/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

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P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities ro sa \P ro j\

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STATE PROJECT

B.1OR PFH 163(19)OR

SHEET

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN &

PROFILE

ACCESS

ROADS

AND

DETAILS

SOIL

EROSION

CONTROL

DRAINAGE LANDCAPE

ARCHITECTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE WALLS ALLOWANCE Bid Schedule

A0600 20702-0600 GEOTEXTILE FILTER, CLASS 2,

TYPE A SQYD 38 38

A0620 20703-2000 GEOGRID, STABILIZATION SQYD 920 920

A0640 20801-0000 STRUCTURE EXCAVATION CUYD 324 324

A0660 20802-0000 FOUNDATION FILL CUYD 29 29

A0680 20803-0000 STRUCTURAL BACKFILL CUYD 311 311

A0700 20810-0000 SHORING AND BRACING,

RETAINING WALL W1 LPSM All ALL

A0720 20810-0000 SHORING AND BRACING, WARREN

CREEK BRIDGE LPSM All ALL

A0740 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 3 3

A0760 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 2 2

A0780 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 1,661 1,661

A0800 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 13 112 125

A0820 25125-0000 BOULDER EACH 20 20

A0840 25210-0000 ROCKERY SQFT 1,104 1,104

A0860 25302-1000 GABIONS, GALVANIZED OR

ALUMINIZED COATED CUYD 60 60

A0880 25501-0000 MECHANICALLY STABILIZED EARTH

WALL SQFT 4,254 4,254

A0900 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN, w5 LPSM All ALL

A0920 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN, W4 LPSM All ALL

A0940 25701-0600 CONTRACTOR FURNISHED

REINFORCED SOIL SLOPE DESIGN LPSM All ALL

A0960 25801-0000 REINFORCED CONCRETE RETAINING

WALL SQFT 841 841

A0980 26101-0000 REINFORCED SOIL SLOPE SQFT 346 346

A1000 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,450 173 3,623

A1020 30203-2000 ROADWAY AGGREGATE, METHOD 2,

CRUSHED SURFACE COURSE SQYD 69 69

A1040 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,720 24 1,744

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.2OR PFH 163(19)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN &

PROFILE

ACCESS

ROADS

AND

DETAILS

SOIL

EROSION

CONTROL

DRAINAGE LANDCAPE

ARCHITECTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE WALLS ALLOWANCE Bid Schedule

A1060 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1, OVERLAY TON 130 130

A1080 41201-0000 TACK COAT TON 4 4

A1100 41401-2000 CRACKS, CLEANING AND SEALING LNFT 715 715

A1120 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE), ABUTMENT CUYD 93 93

A1140 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE), DECK CUYD 41 41

A1160 55210-0400 PRECAST STRUCTURAL CONCRETE, Contract Quantity

CLASS A(AE), ABUTMENT

PILASTERS CUYD 25 25

A1180 55210-0400 PRECAST STRUCTURAL CONCRETE, Contract Quantity

CLASS A(AE), ABUTMENT,

WINGWALL PILASTERS CUYD 8 8

A1200 55302-3500 PRECAST, PRESTRESSED CONCRETE

SLAB LNFT 144 144

A1220 55401-1000 REINFORCING STEEL LB 19,650 19,650

A1240 55601-0500 BRIDGE RAILING, CONCRETE,

ORNAMENTAL LNFT 137 137

A1260 56302-1000 PAINTING, CONCRETE STRUCTURE SQFT 3,980 3,980

A1280 60201-0600 18-INCH PIPE CULVERT LNFT 68 68

A1300 60201-1200 48-INCH PIPE CULVERT LNFT 53 53

A1320 60203-0100 4-INCH SLOTTED DRAIN PIPE LNFT 131 131

A1340 60212-0600 ELBOW, 18-INCH EACH 1 1

A1360 60520-0000 GRANULAR BACKFILL CUYD 20 20

A1380 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

A1400 60901-5600 CURB, STONE, TYPE 2, 14-INCH

DEPTH LNFT 95 95

A1420 60901-6100 CURB, STONE, TYPE 2, 18-INCH

DEPTH LNFT 75 75

A1440 61501-0600 SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE, REINFORCED

7-INCH DEPTH SQYD 118 118

A1460 61501-0600 SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE PLAIN 4-INCH

DEPTH SQYD 76 76

A1480 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4,

CLASS B WOOD POSTS LNFT 921 921

A1500 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 2 2

A1520 61707-0000 STRUCTURE TRANSITION RAILING LNFT 42 42

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3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.3OR PFH 163(19)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN &

PROFILE

ACCESS

ROADS

AND

DETAILS

SOIL

EROSION

CONTROL

DRAINAGE LANDCAPE

ARCHITECTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE WALLS ALLOWANCE Bid Schedule

A1540 61801-0000 CONCRETE BARRIER LNFT 1,852 1,852

A1560 61901-0000 FENCE, 4' V-TYPE LNFT 715 715

A1580 61904-0000 BOLLARD POST EACH 3 3

A1600 61920-2000 REMOVE AND RESET GATE EACH 1 1

A1620 62002-0000 STONE MASONRY, BASALT

FLAGSTONE SQYD 23 23

A1640 62010-0000 STONE MASONRY, BRONZE SIGN LNFT 1 1

A1660 62010-0000 STONE MASONRY, FLUSH BASALT

CURB LNFT 141 141

A1680 62010-0000 STONE MASONRY, BASALT WALL LNFT 238 238

A1700 62010-0000 STONE MASONRY, BASALT STEPS LNFT 31 31

A1720 62011-5000 STONE MASONRY PILLARS EACH 13 13

A1740 62102-0000 MARKER, TRAIL MEDALLION EACH 4 4

A1760 63302-0000 SIGN SYSTEM SQFT 12 12

A1780 63316-1000 REMOVE AND RESET SIGN (STEEL

POST W12 X 30) EACH 1 1

A1800 63316-1000 REMOVE AND RESET SIGN EACH 6 6

A1820 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID LNFT 314 314

A1840 63405-0450 PAVEMENT MARKINGS, TYPE A,

ACCESSIBILITY SYMBOL EACH 2 2

A1860 63502-0100 TEMPORARY TRAFFIC CONTROL,

ARROW BOARD, TYPE A EACH 1 1

A1880 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 5 5

A1900 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 145 145

A1920 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 2,281 639 2,920

A1940 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 236 236

A1960 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 80 80

A1980 63640-0700 RELOCATE ELECTRICAL LINE LPSM All ALL

A2000 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 4 4

A2020 64603-0700 FIXTURE, PICNIC TABLE EACH 1 1

A2040 64603-1200 FIXTURE, WAYSIDE EXHIBIT

(PRE-CAST CONCRETE SIGN POST) EACH 2 2

A2060 64604-3000 FIXTURE, PEDESTRIAN RAILING,

42" BARRIER MOUNTED STEEL LNFT 815 815

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4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.4OR PFH 163(19)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN &

PROFILE

ACCESS

ROADS

AND

DETAILS

SOIL

EROSION

CONTROL

DRAINAGE LANDCAPE

ARCHITECTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE WALLS ALLOWANCE Bid Schedule

A2080 64604-3000 FIXTURE, PEDESTRIAN RAILING,

42" WOOD LNFT 620 620

A2100 64604-3000 FIXTURE, PEDESTRIAN RAILING,

42" WALL MOUNTED STEEL LNFT 92 92

A2120 64604-3000 FIXTURE, PEDESTRIAN RAILING,

22" BARRIER MOUNTED STEEL LNFT 1,852 1,852

A2140 65104-0000 ROCKFALL PROTECTION FENCE SQYD 267 267

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5)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.5OR PFH 163(19)OR

o f1 c a .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

M a d e r

N

W il li a m s

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1 o f 1 c b .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

LC

1:2 ma x.

C.2

LC

LC

1:6

1:20

183+50 to 183+80

173+20 to 174+50

171+10 to 172+15

TYPICAL SECTION

2'

Varies

2'

2' 6' 6' 2'

193+25 to 197+40

189+70 to 190+75

184+60 to 185+20

178+30 to 183+80

173+10 to 177+51

169+75 to 172+35

TYPICAL SECTION

151+88 to 152+80 152+80 to 169+75

184+75 to 185+10

173+10 to 174+70

171+90 to 172+35

197+20 to 197+40

195+90 to 196+40

185+10 to 185+20

184+60 to 184+80 1' 1:3

6'6'

1:2 ma x.

1:20

3' 2'

190+30 to 190+75

3'

189+70 to 190+30

TYPICAL TRAIL SECTION TYPICAL TRAIL SECTION

TYPICAL TRAIL SECTION

1:6

FOOTNOTE:

1 1

5'

5'5' 5'

5'

5'

5'

5'

2'6'6'Varies

TYPICAL SECTIONS

max.

1:2 1.0%

1.0%

1.0% ma x.

1:2

NO SCALE

Profile grade

Wall W1 travel lanes

EB I-84

2'

1:2 max.

Varies

Finish grade

Finish grade

Finish grade

Min.

shldr.

Trail concrete barrier

New 32"

1:20

1:3 between each lift

Tack coat

New 32"concrete barrier

Shldr. Shldr.

Trail

1:6

1:3 between each lift

Tack coat

Shldr. Shldr.

Trail

1:3 between each lift

Tack coat

Shldr.

1:20

Shldr.

1:2 ma x.

Varies

9' max.

for details

See sheet E.4 gabian basket

Free-standing

Traveled Way Traveled Way

Traveled Way Traveled Way

Traveled Way Traveled Way

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

C o n s t r u c t io n li m it s

C o n s t r u c t io n li m it s

Profile grade

Profile grade

C le a r in g li m it s

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s barrier mounted steel

Pedestrian railing, 22" steel

Pedestrian railing, 42" wall mounted barrier mounted steel

Pedestrian railing, 22"

4" compacted depth, 2" lifts

Asphalt concrete paving, type 1

C le a r in g li m it s

Max.

for details

See sheet E.4 gabian basket.

Free-standing

Max.Max.

Max.

C le a r in g li m it s

193+25 to 197+40

169+76 to 170+36

Fence, 4' V-fence

Max.

Rockery

Max.

Max.

Max.

6" compacted depth

Roadway aggregate, method 2 compacted depth method 2, 6"

Roadway aggregate, 6" compacted depth method 2, Roadway aggregate, 189+60 to 193+25

42" wood

Pedestrian railing, Flow through embankment 175+40 to 177+40. See sheet C.7.

158+10 to 159+30, 165+70 to 167+00

Place roadway aggregate base, method 2, 8" compacted depth 170+27 to 171+74.

Transition left edge of traveled way from 173+10, 5' left to 173+20, 6' left.

Transition left edge of traveled way from 193+25, 8' left to 193+32, 6' Left.

Transition right edge of traveled way from 190+70, 6' right to 190+75, 8' right.

6" compacted depth

Roadway aggregate, method 2 material, 6"

Bedding

1:3 o f1 c c .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

LC

172+35 to 173+10

4' min. 5' 6' 2'

TYPICAL TRAIL SECTION

FOOTNOTE:

8' 8'

LC8'-10'' 8'-10''

TYPICAL TRAIL SECTION

177+51 to 178+30 (See Bridge Drawings)

LC

max.

1:2

187+00 to 188+80

185+20 to 186+50

184+15 to 184+60

183+90 to 184+15

183+80 to 183+90

TYPICAL TRAIL SECTION

5' 5'

5'5'

TYPICAL SECTIONS

C.3

1.0% grade

Profile

1:6

NO SCALE

1:2 max.

1:6 max.

grade

Finish

Trail

Shldr. Shldr.

between each lift

Tack coat

Traveled Way Traveled Way

C le a r in g li m it s

C le a r in g li m it s

1.0%

Traveled Way Traveled Way

Bridge depth, 2" lifts

4" compacted pavement, type 1, Asphalt concrete

1:6 1:6

Profile grade

1.0%

2' 6'6' 2' grade

Finish

Trail

Traveled Way Traveled Way Shldr.Shldr.

between each lift

Tack coat

1:3

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

C le a r in g li m it s

C le a r in g li m it s

Max.

Max.

Max.Max.

1:1 ma x.

compacted depth method 2, 6"

Roadway aggregate, 6" compacted depth method 2, Roadway aggregate, See sheet I.2 for trailside rest area details.

172+40, 5' left.

Transition left edge of traveled way from 172+35, 6' left to

1:3 1:3 o f 1 c d .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

LC

ma x.

1:2

188+80 to 189+70

186+50 to 187+00

3'

189+25 to 189+70

2' 1'

3'

190+75 to 191+00

TYPICAL TRAIL SECTION

FOOTNOTE:

LC

Wall W4

3'

TYPICAL TRAIL SECTION

2'6' 6'2'3'

190+75 to 193+25

2'

190+75 to 191+40

42" wood

Pedestrian railing, Wall W5

42" wood

Pedestrian railing, Wall W5

5'

42" wood

Pedestrian railing, 5'

5'

TYPICAL SECTIONS

C.4

1:2

1:6 1:6

Profile grade

1.0%

2' 6'6' 2'

Finish grade

Shldr. Traveled Way Traveled Way Shldr.

Trail between each lift

Tack coat

1.0%

1:2

9' Max.

C le a r in g li m it s

C le a r in g li m it s

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1, Profile grade

1.0% grade

Finish between each lift

Tack coat

Shldr. Traveled Way Traveled Way Shldr.

Trail

C le a r in g li m it s

193+16 to 193+25

Fence, 4' V-fence

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

1:6

1:2 ma x.

C le a r in g li m it s

Shldr.

C le a r in g li m it s

C le a r in g li m it s

Max.

5'

Max.

C le a r in g li m it s

5'

5' for details

See sheet E.4 gabian basket, Free-standing

Max.

Max.

Max.

Max.

5'

Varies

See sheet E.4 for details

Free-standing gabian basket, 6" compacted depth

Roadway aggregate, method 2, 6" compacted depth

Roadway aggregate, method 2, 191+59 to 192+57.

191+40, 8' left. Width of traveled way varies from 8' to 11' from

Transition left edge of traveled way from 191+30, 6' left to

NO SCALE

material, 6"

Bedding

6" compacted depth

Roadway aggregate, method 2

1:3 1:3 o f1 c e .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

197+40 to 198+70

198+70 to 205+79

5'5' 1'

14'

LC

Varies

Historic Highway

Existing Tack coat

FOOTNOTE:

TYPICAL TRAIL SECTION

LC

TYPICAL TRAIL SECTION

1 1

Cracks cleaning and sealing on existing pavement

197+50 to 198+70

1:1 reinforced soil slope

5'

TYPICAL SECTIONS

C.5

1.0%

Profile grade

NO SCALE

grade

Finish

199+43 to 205+79 existing guardrail

Remove and replace

Traveled Way

Trail

Traveled WayShldr. Shldr.

1:6

Traveled Way

Trail

Profile grade

198+70 to 199+61

Fence, 4' v-type

C o n s t r u c t io n li m it s

C le a r in g li m it s

C le a r in g li m it s

C o n s t r u c t io n li m it s

197+40 to 198+70

Fence, 4' v-fence

C le a r in g li m it s

C le a r in g li m it s

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1 overlay, 2" compacted depth place asphalt concrete pavement, type 1, Clear existing pavement &

Clear 18' width from 201+80 to 202+00.

and right. Transition from 198+70, 6' left and right.

Transition from 197+40, 6' left and right to 197+50, 5' left

Max.

6" compacted depth

Roadway aggregate, method 2 vegetation.

Maintain existing

Do not clear.

See sheet C.8 for details

Relocate electrical line

See sheet C.8 for details

Relocate electrical line existing masonry wall

Do not disturb barrier

Remove existing

Install rockfall protection

197+45 to 198+25, See sheets E.6-E.11 o f 1 c f.

d g n

I n t_ ft

SHEET

A u g

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

LC

C.6

NO SCALE

LC

Varies

208+25 to 208+50

208+30 to 216+37

215+30 to 216+37

2’5’5’

212+60 to 215+30

1’

1’

205+79 to 208+30

FOOTNOTE:

TYPICAL TRAIL SECTION

TYPICAL TRAIL SECTION

1 1

5’

5’

5’

5’

TYPICAL SECTIONS

205+79 to 208+28

Place new guardrail

205+79 to 207+18, guardrail

Remove existing

Profile grade 1:2 max.

1:2 max.

2.0% 1:6

Profile grade

1.0%

1:2 m ax

2’ 6’ 6’ 2’

Finish grade

Finish grade

1:6

Traveled WayShldr. Traveled Way

Trail

Shldr.

between each lift

Tack coat

1:20

Trail

Shldr. Traveled Way Shldr.Traveled Way

1:6 between each lift

Tack coat

1:2 max 1:6

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s

C o n s t r u c t io n li m it s

208+40, 5’ left and 5’ right.

Transition from 208+30, 6’ left and 6’ right to

Max.

Max.

Max.

1:2

Max.

Rockery

6" compacted depth

Roadway aggregate, method 2, 6" compacted depth

Roadway aggregate, method 2, railing, 42" barrier mounted steel fence. Install new pedestrian

Remove existing barrier

Paint existing barrier

Paint existing barrier railing, 42" barrier mounted steel fence. Install new pedestrian

Remove existing barrier

See sheet C.8 for details

Relocate electrical line

See sheet C.8 for details

Relocate electrical line

Unclassified borrow

1:3 1:3 o f1 c g .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

C.7

NO SCALE

LC

2'

Finish grade

216+37 to 216+50

Varies

Varies

209+61 to 218+38

175+40 to 177+40

218+05 to 218+30

FOOTNOTE:

SECTION

TYPICAL PAVEMENT REMOVAL

FLOW THROUGH EMBANKMENT

TYPICAL TRAIL SECTION

TYPICAL TRAIL SECTION

217+83 to 218+38

216+37 to 217+25

1' 1'

Rockery

5'

1'

5'

2'

3'

152+16 to 154+15

SECTION

TYPICAL SHOULDER WIDENING

TYPICAL SECTIONS

Profile grade

Varies

1:6

Slope varies

1:6 Varies each lift

Tack coat between ground

Existing

Sawcut existing pavement

Finish trail grade

Existing ground section information for pavement

See sheet C.2 barrier or curb

Existing concrete proposed trail limits pavement within

Remove existing

4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1

C le a r in g li m it s

C le a r in g li m it s

C o n s t r u c t io n li m it s

4' to 7'

Varies

C o n s t r u c t io n li m it s

C o n s t r u c t io n li m it s

2" lifts type 1, 4" compacted depth, Asphalt concrete pavement, Min. Min.

1:2 m ax.

1:2 m ax

Max.

Max.

Geotextile, class 1, type C

6" compacted depth

Roadway aggregate, method 2, barrier to be painted

Existing concrete

Select borrow class 3

Placed riprap, method A, 6" compacted depth

Roadway aggregate, method 2, 97.50 drain south

Slope to

2' edge for placement of new barrier.

pavement width from edge of lane to pavement

The intent of widening is to provide 11.5' of

217+25 to 217+83.

See Landscape sheet I.7 for Starvation Trailhead, Max.

pavement existing

Sawcut

EB I-84 shoulder

Match existing surface grade

Match existing ground type 1, 6" compacted depth

Asphalt concrete pavement, Remove existing pavement

1:2

See sheet C.8 for details

Relocate electrical line

Tack coat between each lift

Varies 12'-7'

12" compacted depth

Roadway aggregate, method 2, o f1 c h .d g n

I n t_ ft

SHEET

A u g

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

LC

TYPICAL SECTION

SUBEXCAVATION AREA

161+40 to 164+50

154+00 to 157+80

12’

NOTE:

SUBEXCAVATION TRANSITION DETAIL

Geogrid, stabilization

16" compacted depth

Select borrow, 1:2 1:2

Existing pavement grade geotextile, class 1, type B

Separation-stabilization

Taper Taper

Quantities are shown on Sheet D.1.

for subexcavation.

Transition tapers included in lengths shown

See Sheet C.2 for typical trail section.

NO SCALE

FOOTNOTE:

M in

UNDERGROUND POWER TRENCH DETAIL

TRENCH DETAILS

SUBEXCAVATION AND

12"-28"

3.

2.

1.

C.8

Trail

1.0%

Existing ground

PROFILE

B e g in s u b e x c a v a t io n

E n d s u b e x c a v a t io n

S u b e x c a v a t io n d e p t h

Match finish grade

#2 (MV-90 or XLPE) power line

4" PVC conduit with primary

Select borrow pavement section.

select borrow to the bottom of proposed

When trench is below pavement, backfill with

Bedding material

Select borrow, 16" compacted depth

Separation-stabilization geotextile, class 1, type B

Geogrid, stabilization o f1 fa .d g n

I n t_ ft

SHEET

A u g

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

D.1

TRAIL QUANTITIES

TABULATION OF

o f1 fb .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

D.2

TABLE

CURVE DATA

CUYD

EXC.

EMB.

C h e c k e d b y

D e s ig n e d b y o f1 fc .d g n

I n t_ ft

OR

PFH 163(19)

A u g

P

M S

D a le o C

C la u s e n

C1

R

C P

C P

N

125 12

ER

W

JH

JH

JH

ER

W

ER

W

ER

W

C P

C P

C P

JH

C P

P

R

P

R

.0 f

.0

.3 f

.0

.1

-0.5257% 50’ VC

130’ VC

f

P R

W

P R

W

P I

.2

P I

.5

P I

.0

P I

.2

P C

.5

P T

.3

P C

.0

140+00

141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00

Existing ground

Future Segment C Alignment

BEGIN PROJECT

Profile grade

I-84 EP

match existing

1:4 slope to

Stream buffer

Stream buffer limits, typ.

Construction for details

See sheets M.1-M.3

151+88 to 152+80, Wall W1, box culvert

Existing 7’x12’ drain west flowline to

Grade ditch

E 7891506.16

N 739266.95 around no work area traffic control fence

Install temporary

151+18 to 152+65

Remove existing guardrail

149+71.00

OR PFH 163(19)

See sheet H.15

151+02, transition railing

Install structure

See sheet H.6-H.10

150+08 to 151+02, class B, wood posts system, type 4, Place new guardrail

See sheet H.1 for details

151+23 to 169+75, mounted steel railing, 22" barrier

Construct pedestrian

See sheet H.9

149+71, terminal section

Install flared

D.3

ODOT R/W

ODOT R

/W

ODOT

L in d s e y

C r e e k

USFS P/L

I-84 Eastbound

ODOT

O D

O T

U S F S for details sheet E.2 area, See

Turnaround drain west (RT) flowline to

Grade ditch

Guardrail (LT) details

See sheet H.4 for

151+88 to 152+80, mounted steel railing, 42" wall

Construct pedestrian and H.12

See sheets H.11

151+23 to 169+75, concrete barrier

Construct

C h e c k e d b y

D e s ig n e d b y o f1 fd .d g n

I n t_ ft

J u l-

A

M S

D a le o C

C la u s e n

12202

CP

12203

CP

12204

CP

N

135 135

JH

JH

JH

JH

JH

JH

JH

JH

JH

62264

MP

CP

12204

CP

12203

CP

12202 f

.0

.0

.0

.4

.0

.6

.0

.0

-0.3096% 0.7368% -1.7500% 0.7556%

2.0357%

180' VC

180' VC 120' VC 400' VC

200' VC0.1000%

PRW

PRW

C6

P C

.0

P T

.0

P C

.9

P T

.9

P C

.9

P C

.2

P T

.2

P C

.3

P T

.5

P C

.5

P T .5

P T

.2

155+00

156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00

Profile grade

169+95 to 170+36

Existing Fence

Remove details

See sheet H.11-H.12 for

151+23 to 169+75, Construct concrete barrier

2.0357%

C2

C4 C5

C6

C7

C3 drain west

Grade ditch flowline to

Construction limits

D.4

ODOT

ODOT R/W

ODOT

USFS P/L

I-84 EP

I-84 Eastbound

ODOT

Existing ground

E x is t in g in c h c u lv e r t

E x is t in g in c h c u lv e r t drain west (RT)

Grade ditch flowline to drain west (RT)

Grade ditch flowline to drain west (RT)

Grade ditch flowline to details

See sheet H.1 for

151+23 to 169+75, mounted steel railing, 22" barrier

Construct pedestrian

See sheet E.3 for details

169+76 to 170+36, Construct fence, 4' v-type drain west

Grade ditch flowline to

Connect to existing culvert

Install 18-inch CMP culvert - 11'

C h e c k e d b y

D e s ig n e d b y o f1 fe .d g n

I n t_ ft

J u l-

A

M S

D a le o C

C la u s e n

CP

12204

CP

12205

CP

12206

12207

CP

CP

12211

CP

12212

CP

12210

N

125 12

JH

ORANGE

JH

JH

PINK

JH

JH

JH

JH

JH

JH

ORANGE

PINK

CP

12204

CP

12205

CP

12206

CP

12207

CP

12210

CP

12211

CP

12212

P C

.5

PT

.5

P T

.6

P C

.5

P C

.0

P T

.7

P R

C

.9

P T

.0

P C

.9

P T

.7

4 P R

C

.2

P T

.6

P C

.7

P T

.8

P T

.2

P T

.2

P C

.2

PC

1+ .3

P C

.6 f

.0

.0

.7

.0

.0

.8

2.0357% -5.0000%

4.65 17%

220' VC

130' VC

f

.0

.5

.0

.9

.0

.0

1.3462% 1.2927%

4.78 37%

120' VC

120' VC

140' VC

200' VC

P C

.9

P R

C

.2

170+00

171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 limits

Construction

Wetland buffer

150 150

Wetland buffer

Stream

C7

I-84 EP

I.3 for details

See sheet pull-off, Proposed side See sheet I.2 for details

Proposed side pull-off, for details

See sheet E.5

184+75 to 185+10, Rockery fill wall details

See sheet E.1 for

Construct access road, 2.0357%

C

C9

C10 C11

C12

C13

C1

C15 C16

C17

C18 for details

See sheets L.1-L.11

177+51 to 178+30 and approaches

Warren Creek Bridge

Tree pruning

FOOTNOTE:

CO prior to construction.

Field verify location with tree

Removal, individual

Place boulders pipe culvert - 41'

Install 18"-Inch CMP

173+04

Profile grade

Existing ground c u lv e r t in c h

175+40 to 177+40

Flow Through Embankment around no work area traffic control fence

Install temporary

D.5

W a r r e e k

ODOT R/W

ODOT

S T

A T

E

O F

R

E G

O N

USFS P/L

U S

S

L

W o n d e e k

STATE OF OR

W a r r e e k buffer

Stream buffer

Stream buffer

Stream

USFS

493 1618

OREGON

STATE OF

ODOT

c u lv e r t

In c h steel pipe - 53'

Install 48-Inch aluminumized

175+80

Grade ditch to drain east buffer

Stream

See sheet J.6 for details

Construction access geotextile filter class 2 riprap with

Place class 1

177+75.70, 16.10' RT

Abandon existing piezometer class 2 geotextile filter

Place class 4 riprap with drain east (RT)

Grade ditch flowline to

See sheet C.7

Construct flow through embankment

C h e c k e d b y

D e s ig n e d b y o f1 ff .d g n

I n t_ ft

A u g

P

M S

D a le o C

C la u s e n

12213

CP

12214

CP

CP

12215

CP

12216

CP

12217

CP

12218

CP

12219

CP

12220

N

125 12

JH

JH

PINK

PINK

PINK

PINK

PINK

PINK

JH

CP

12217

CP

12213

CP

12218

CP

12216

CP

12219

CP

12220

CP

12214

CP

12215

P T

.2

P C

.7

P T

.8

P C

.9

P T

.6

P C

.6

P T

.6

P C

.4

P T

.2

P C

.7

P T

.4

P C

.6

PR

C

.3

P C

.0

P T

.7

P C

.1

P T

.2

P C

.6

P T

.6

P I

.3

.0

.0

.0

4.95 35%

-5.0000%

2.5493

0.1979%

180’ VC

100’ VC 200’ VC

f

.0

.0

.0

0.4722% 1.3090%200’ VC

100’ VC

110’ VC

185+00

186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00

198+70

Highway Overlay

Begin Historic

Existing ground

Profile grade

198+70

Highway Overlay

Begin Historic buffer

Stream

Stream Buffer

197+35 to 198+16

Remove existing barrier

See sheet E.3 for details

193+16 to 199+61, Construct fence, 4’ v-type 199+43 to 207+18

Remove existing guardrail

C22

C23

C24

C25

C26

C27 and M.5 for details

See sheets M.4

191+40 to 193+25, Wall W4

FOOTNOTE:

CMP culvert - 16 LF

Extend existing 18-inch

191+81, 64.73 LT

Install junction box for details

See sheet M.13

197+50 to 198+70, 1:1 reinforced soil

See sheet H.3 for details

189+60 to 193+25, railing, 42" wood

Pedestrian

See Sheet E.4 for details

189+25 to 191+00, Construct galvanized gabion

See sheets E.6-E.11 for details

197+45 to 198+25, Install rockfall protection

See sheet E.3 for details

Place trail medallions, See sheet H.9

199+43, terminal section

Install flared around no work area traffic control fence

Install temporary

See sheets H.3, M.6 and M.7 for details

42" wood, 190+75 to 193+25, 1:1 vegetated slope with pedestrian railing, Wall W5

Do not disturb, 198+20 to 200+68

Existing masonry wall See sheet C.8 for details

Place new underground power line, and leave in place underground power

Abandon existing

Contractor to provide splicing detail.

box, splice to new underground power line.

primary power cable, route into junction

Intercept existing underground direct bury existing guardrail that is being removed.

Place new guardrail in same location as

D.6

ODOT R/WSTATE OF OREGON

ODOT R/W

I-84 EP

I-84 Eastbound

STATE OF OREGON

ODOT

E x is t in g in c h c u lv e r t

(LT)

Guardrail

191+28 to 199+82

Remove existing fence

C19

C18 C20 C2 limits

Construction

See sheets H.6-H.10

199+80 to 208+07, type 4, class B, wood posts

Place new guardrail system, C h e c k e d b y

D e s ig n e d b y o f1 fg .d g n

I n t_ ft

J u l-

A

M S

D a le o C

C la u s e n

CP

12220

CP

12221

12222

CP

CP

12223

N

JH

JH

JH

JH

ERW

JH

JH

W A R N I N G

B U R I E D

U T I L I T Y

CP

12220

CP

12221

CP

12222

CP

12223

P I

.2

P I

.1

P C

.0

P T

.1

P C

.6

P R

C

.2

P T

.7

P

C

.3

P T

.6

P C

.8

P T

.0

P I

.4

P I

.8

P C

.6

P T

.1 f

.0

.0

.2

.0

.0

.4

.0

.0

.0

.0

.0

-3.6493%

0.1588% -0.4416% 0.6666%

4.63 64%

0.2286% 2.2143%

0.2286% 1.3636% 2.3529

200' VC

170' VC 150' VC

130' VC

120' VC 140' VC

120' VC

60' VC

80' VC

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00

205+79

Highway Overlay

End HIstoric

205+77

Highway Overlay

End Historic

Profile grade

Existing ground

Buffer

Stream

See sheet I.5 for details

Starvation Ridge Trail access, C32

C31

C30

C29

C28

.0

200' VC

FOOTNOTE:

buffer

Stream tree individual

Removal, line, See sheet C.8 for details

Place new underground power shown on sheet K.3.

provide clear line of sight to relocated sign

Remove trees as directed by the CO to existing guardrail that is being removed.

Place new guardrail in same location as

D.7

ODOT R/

W

STATE OF

OREGON

ODOT R/

W

STATE OF

OREGON

Stream buffer

C a b in e e k

Starvation Ramp EP

Existing

198+14 to 200+68

Do not disturb

Existing masonry wall, limits

Construction

ODOT

See sheet H.2 for details

208+25 to 216+37, 42" barrier mounted steel, Construct pedestrian railing, E x is t in g in c h c u lv e r t for details

See sheet E.5

212+60 to 215+30, Rockery cut wall

Guardrail (LT)

P C

.1

209+61 to 218+38 pavement

Remove existing

Stream buffer

C33

207+93, 14.00' LT

Install junction box

207+93, 11.60' RT

Install junction box

208+25 to 216+37 existing barrier on barrier and paint

Remove existing fence

214+61, 9.4' Rt.

Protect in place

Existing foundation

See sheet H.6-H.10

199+43 to 208+07, class A, wood posts system, type 2, Place new guardrail

See sheet E.3 for details

Place trail medallions, See sheet H.15 railing 208+07, Install structure transition guardrail, 199+43 to 207+18

Remove/replace existing line, see Sheet C.8 for details

Place new underground power for details power line, See sheet C.8

Place new underground leave in place power and underground existing

Abandon

C h e c k e d b y

D e s ig n e d b y o f1 fh .d g n

I n t_ ft

J u l-

A

M S

D a le o C

C la u s e n

GPS

CRH15

N D.8

JH

JH

T

GPS

CRH15

P T

.7

P I

.1

P C

.4

P T

.3

PI

.2

PI

.6

PC

.9

PT 219+

33.56

P C

.1 f

.0

.0

.0

.0

.3

.9

0.5785% 3.000 0%

2.1348%

80' VC

60' VC

50' VC

50' VC

215+00

216+00 217+00 218+00 219+00 220+00

END PROJECT

E 7898037.14

N 739326.80

Match Existing Trail

219+33.56

OR PFH 163(19)

Ramp EP

Existing Starvation

C34

C3

C3

80' VC

M A

T C

H E

X I S

T I N

G T

R A I L

See sheet H.2 for details

208+25 to 216+37, 42" barrier mounted steel, Construct pedestrian railing, FOOTNOTE:

Protect in place telephone

Existing underground

Abandoned telephone to be left in place

208+25 to 216+37 and paint existing barrier

Remove existing fence on barrier

Existing underground power, protect in place for details

See sheet I.7-I.10 end of barrier, 216+50, Construct curb at details

See sheet C.8 for underground power line, Place new to provide splicing detail.

underground power line. Contractor into junction box, splice to new direct bury primary cable, route

Intercept existing underground and leave in place

Abandon existing underground power

STA

TE

OF

OR

E

GON

OD

OT

R

W

O D

W

S T

A

E

G O

N

S T

A

E

G O

N

Trailhead

Creek

Starvation

Construction limits

Profile grade ground

Existing buffer

Stream

See sheet H.5 for details

218+47.42, 10.1' LT

218+40.28, 9.4' LT,

218+33.14, 8.7' LT,

Construct bollard post

218+38.30

Match existing trail protect in place

Existing Centurylink telephone box, ODOT

STATE OF OREGON

See sheet E.5 for details

Rockery fill wall, 218+05 to 218+30, See sheet I.6-I.8 for details

Starvation Creek Trailhead, Install junction box, 217+91, 33.62' RT

See sheet E.5 for details

Rockery cut wall, 212+60 to 215+30, 565 171

-4.1439%

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

12198 739919.265 7890843.243 102.837 45°41'23.101702" N 121°43'05.004224" W 32.8664 0.99993436 5/8" IR w/FHWA alum cap

12199 739692.761 7891107.336 101.811 45°41'20.904948" N 121°43'01.236161" W 31.8469 0.99993431 5/8" IR w/FHWA alum cap

12200 739368.270 7891423.066 102.233 45°41'17.748503" N 121°42'56.720068" W 32.2755 0.99993415 5/8" IR w/FHWA alum cap

12201 739080.056 7891823.498 103.228 45°41'14.962704" N 121°42'51.018736" W 33.277 0.99993398 5/8" IR w/FHWA alum cap

12202 738940.848 7892329.986 101.864 45°41'13.663528" N 121°42'43.855233" W 31.9196 0.99993399 5/8" IR w/FHWA alum cap

12203 738851.531 7893010.851 103.321 45°41'12.882535" N 121°42'34.246203" W 33.3766 0.99993388 5/8" IR w/FHWA alum cap

12204 738824.142 7893474.682 104.783 45°41'12.680655" N 121°42'27.707256" W 34.8419 0.9999338 5/8" IR w/FHWA alum cap

12205 738694.250 7893561.479 108.548 45°41'11.411165" N 121°42'26.457356" W 38.6102 0.99993357 5/8" IR w/FHWA alum cap

12206 738575.921 7893715.995 103.193 45°41'10.265810" N 121°42'24.256077" W 33.2584 0.99993377 5/8" IR w/FHWA alum cap

12207 738550.480 7893881.839 100.573 45°41'10.039105" N 121°42'21.914801" W 30.6384 0.99993389 5/8" IR w/FHWA alum cap

12208 738495.768 7894114.503 99.317 45°41'09.533265" N 121°42'18.626216" W 29.3824 0.99993393 5/8" IR w/FHWA alum cap

12209 738498.541 7894327.240 107.248 45°41'09.591960" N 121°42'15.630390" W 37.3134 0.99993355 5/8" IR w/FHWA alum cap

12210 738587.693 7894440.024 115.263 45°41'10.488667" N 121°42'14.060536" W 45.3252 0.99993321 5/8" IR w/FHWA alum cap

12211 738648.298 7894570.307 122.919 45°41'11.106125" N 121°42'12.238202" W 52.9812 0.99993287 5/8" IR w/FHWA alum cap

12212 738707.371 7894782.867 140.226 45°41'11.720543" N 121°42'09.256648" W 70.2849 0.99993207 5/8" IR w/FHWA alum cap

12213 738860.588 7894869.051 147.666 45°41'13.245770" N 121°42'08.074847" W 77.7216 0.99993178 5/8" IR w/FHWA alum cap

12214 738919.477 7894937.768 145.539 45°41'13.837219" N 121°42'07.119289" W 75.5946 0.99993191 5/8" IR w/FHWA alum cap

12215 738942.963 7895062.851 141.322 45°41'14.087443" N 121°42'05.362372" W 71.3743 0.99993212 5/8" IR w/FHWA alum cap

12216 738916.860 7895225.543 126.360 45°41'13.853633" N 121°42'03.065331" W 56.4156 0.99993282 5/8" IR w/FHWA alum cap

12217 738961.693 7895335.017 114.368 45°41'14.312289" N 121°42'01.532736" W 44.4203 0.99993342 5/8" IR w/FHWA alum cap

12218 739066.017 7895519.838 108.193 45°41'15.369283" N 121°41'58.951284" W 38.242 0.99993376 5/8" IR w/FHWA alum cap

12219 739052.210 7895877.397 112.151 45°41'15.285369" N 121°41'53.912018" W 42.200 0.99993357 5/8" IR w/FHWA alum cap

12220 738999.763 7896224.279 115.023 45°41'14.818377" N 121°41'49.015082" W 45.072 0.99993341 5/8" IR w/FHWA alum cap

12221 738978.811 7896500.742 109.117 45°41'14.651958" N 121°41'45.116615" W 39.166 0.99993368 5/8" IR w/FHWA alum cap

12222 739059.525 7896840.438 110.510 45°41'15.498385" N 121°41'40.348667" W 40.559 0.99993365 5/8" IR w/FHWA alum cap

12223 739131.556 7896999.742 118.450 45°41'16.232726" N 121°41'38.119789" W 48.4958 0.99993331 5/8" IR w/FHWA alum cap

CRH15 739329.153 7897704.904 124.767 45°41'18.286178" N 121°41'28.228245" W 54.8062 0.99993309 ODOT GPS control, W&H Pacific 1999 alum cap

CRH16 740909.826 7899201.033 127.677 45°41'34.107912" N 121°41'07.480942" W 57.6867 0.99993366 ODOT GPS control, W&H Pacific 1999 alum cap

Note:

PROJECT :Lindsey creek to Starvation creek DATE OF FIELD WORK : Multiple entries

PROJECT UNITS :International foot COORDINATE SYSTEM : Oregon North SPCS NAD83(91)

VERTICAL DATUM : Elevations determined through differential leveling

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

STATE PROJECT

PFH163(19) D.9OR

C

M yF ile s\

Pr oj ec ts

\O re go n\

S ta te _T ra il\

G

PS

_C on tr ol

O

R _p fh

3(

Li nd se y cr t o st ar va ti on

-F eb

-2

:3

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

C h e c k e d b y

D e s ig n e d b y o f1 q a .d g n

I n t_ ft

J u l-

A

M S

D a le o C

C la u s e n

CP

CP

N

CP

CP

f

.7

.7

.4

-1.1703%

11.1117%

10' VC

f

.3

.3

.5

4.29 55%

7.3

2%

30' VC

25' VC

0+

PC

0+

.6

P T

.5

P I

.7

P C

.6

P T

.5

PI

.5

C

C39

4.29 55%

0+00 0+50

Profile grade

1+50 2+50

LC

Existing ground

LC

1+00 2+00

BPA Access Road

BPA Access Road

0+80.01 trail grade

Match proposed

16'

PLAN

ACCESS ROAD AT 170+80

PROFILE

ACCESS ROAD AT TRAIL 170+80

E 7893551.589

N 738689.365

END APPROACH RD

1+81.40

0+11.30

E 7893501.959

N 738846.287

0+11.30

E 7893501.959

N 738846.287

BEGIN APPROACH RD

BEGIN APPROACH RD

0+11.30

Match existing

END APPROACH RD

1+81.40

E 7893551.589

N 738689.365

3+00

APPROACH DETAILS

ACCESS ROAD AND

16' Min.

LC

Approach Road

E.1

Profile grade

5'Edge of trail pavement

Trail finish grade

Trail

BPA ACCESS ROAD

SECTION A-A

R=20' finish grade

Trail

SECTION B-B

PLAN VIEW - ASPHALT APPROACH

approach

Asphalt

See plan

Radii vary, max.

1:3 ma x.

1:3 |2.0%* |2.0%*

*Match proposed trail grade

0+11.30 to 0+69.11

Varies*

BPA access road

*Match proposed trail grade

1+68.03 trail grade

Match proposed

1+81.40

Match existing

See detail this sheet

Approach road, R=20' existing gate

Remove and reinstall

169+95 to 170+36

Remove existing fence

Wetland buffer see detail this sheet

Approach road

R=2' method 2, 8" compacted depth

Roadway aggregate, 12" compacted depth

Roadway aggregate, method 2, 4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1, R=10'

B

B

A

A

169+76 to 170+36, for details

4' v-type

Construct fence, See sheet E.3 o f1 q b .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

CP

12201

CP

CP

12218

N

JH

CP

12201

CP

CP

12218

PRW

PRW

P C

.5

P T

.3

P C

.0

P I .0

P I .2

20'

2'Varies 12' 20'

TURNOUT

154+24

2'

TURNOUT

192+08

DETAILS

TURNOUT

E.2

Stream buffer grade trail Match

1:61:6

SECTION A-A

SECTION B-B

1%

1:6 1:6

1:3 barrier

Concrete

TurnoutTrail

L in d s e e k

1%

6.0' LT

PT 191+59.14

L=53.04'

T=27.95'

R=68'

=44°41'13"?

depth method 2, 6" compacted

Roadway aggregate, 4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1 depth method 2, 6" compacted

Roadway aggregate, 4" compacted depth, 2" lifts

Asphalt concrete pavement, type 1, 8.53' LT

PT 192+32.24

6.00' LT

PC 192+56.63,

8.53' LT

PC 191+83.53

R=5'

B

B

Y

WHGI

H

R E

VI

R

AI

BMULOC CI

R

O T

SI

H STATE TRAIL

T N

E

M

NGILA L

A

NI

GI

R

O E

H T

S K

R

A M

NOITAC

O

L

SI

H T

R E

VI

R

AIBM

U

L O

C

Y

A

WHGI

H

1913 -1922 o f1 q c .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

TYPE A TYPE B

V-FENCE

TRAIL MEDALLION MOUNTING

600'-0" max. run

1"

" 2

6' max.

9" dia. min.9" dia. min.12" dia. min.

6' max.

FOOTNOTE:

text is legible from direction of travel.

Medallian orientation shall be such that the

Medallion shall be supplied by others.

1 1

LC

3'

3'

V-FENCE DETAILS

TRAIL MEDALLION AND

Install medallion flush into wet mix concrete

Pour concrete flush with asphalt

End cap

Concrete Footing

Finish grade

Stretcher bar intermediate end post

Symmetrical about post for

Concrete footing

E.3 accept …" cable

Drill holes to

Fill with concrete for medallion installation.

from shoulder to depth of 1'.

Core 8" diameter hole into asphalt offset 3'

Trail

Edge of traveled way

Edge of traveled way pavement overlay

Existing trail

New trail pavement

Type A medallion

Type B medallion of travel

Direction of travel

Direction or intermediate end post

2•" dia. end, gate, corner 2" dia. galvanized pipe

42" galvanized "v" mesh cable steel

…" dia. galvanized

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE --/----

DRAFT: 9/2011

REVISED:

W253-1

GABION BASKET

(CUYD)

1.0

1.0

1.0

1.5

1.5

1.5

3.0

3.0

3.0

3.0

3.0

1.33

1.00

0.67

2.00

1.50

1.00

6.00

5.00

4.00

3.00

2.00

Size in feet

NO SCALE

NOMINAL SIZES AND CAPACITY

GABION BASKET

Letter

Size Code

Length Height Partitions

Diaphragm Capacity

I

H

G

F

E

D

Y

X

C

B

A

OR PFH 163(19)

p r il

I n t_ ft p w w o r k d ir c h m h il l_ tb g o v e g v a r y d o f1 q d .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

"2

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

0.150" DIAMETER

, 1 5', o r 1

8'

6', 9', 12'

Le ng th

6', or 8'

3' (ty p.

)3'

3'

3' ( typ

H e ig h t

3' 3'

3'

H e ig h t

3' 3'

12"

12"

12"

0.118" wire diameter

0.118" wire diameter

.8

.9

.0

1.0"

.8

"0.45"

(min.)

4'

H e ig h t

3' 3'

12"

12"

12"

0.087" diameter lacing wire

0.150" diameter

0.120" diameter mesh wires

Tie mesh with 0.150" diameter selvage

4"± nominal spacing hitch loops at 3" spacing

Tie mesh with 0.150" diameter

0.150" diameter

1" overlap

TYPICAL INSTALLATION GABION BASKETS

SPIRAL BINDER

ALTERNATE TYING FASTENERS

GABION BASKET

TYPICAL ASSEMBLED

WALL GRADE TRANSITION AREAS

ASSEMBLED GABION BASKET IN

TYPICAL CULVERT INSTALLATION

ALL GABION CELLS

ALL END GABION CELLS ALL INTERIOR GABION CELLS

HALF HITCH LACING DETAIL

OVERLAPPING RING WIRE FASTENER

THROUGH GABION WALL

TYPICAL STIFFENERS

WELDED WIRE GABION BASKET

OPTIONAL STIFFENERS

Side

End

Base

Side

Stiffeners

WELDED WIRE MESH TWISTED WIRE MESH

Culvert

CL

Cut wire basket mesh front and back. Lid

BEFORE CLOSURE AFTER CLOSURE

(Not allowed for basket to basket connection)

End

Side

Side

Base

Lid

Diaphragms

(Twisted wire mesh)

(Welded wire mesh)

(Welded wire mesh)

SPIRAL BINDER TIE

HALF HITCH LACING DETAIL

INTERLOCKING WIRE FASTENER

BEFORE CLOSURE AFTER CLOSURE

are nominal

All dimensions

NOTE:

are nominal

All dimensions

NOTE:

selvage wires

Diaphragms with stiffeners to prevent wall bulging wire and connect front and back mesh

Stiffeners

H e ig h t

H e ig h t each end of stiffener

Loop two meshes at

Diaphragms

Stiffeners

Stiffeners hook closed

Crimp end of joint

Crimped joint end of

Crimped double half hitch wire to next

Continuous lacing

Single half hitch to next single half hitch

Continuous lacing wire

Le ng th

Crimp ends to lock

Spiral binder.

half hitches as shown

Alternate single and double

Double half hitch.

Lacing Details)

Lacing wire (see Lacing Details)

Lacing wire (see

Lacing wire. Tie with half stiffeners to prevent wall bulging.

connect front and back mesh with selvage wire around pipe, and intersection of wires stiffener hooked at

1.4"

E.4 o f1 q e .d g n

I n t_ ft

SHEET

J u l-

C h e c k e d b y

D e s ig n e d b y

OR PFH 163(19)

S

D a le o C

C la u s e n

CAP ROCKBASE ROCK

MIN. ROCK WEIGHT (lb)

(ft)

B

ROCK WIDTH

MIN. BASE

(ft)

Hc

HEIGHT

ROCK

FACING

ROCKERY WALL DESIGN TABLE

TYPICAL SECTION

ROCKERY FILL WALL

TYPICAL SECTION

ROCKERY CUT WALL

QUANTITIES

STATION

END

STATION

BEGIN

LENGTH (ft)

TOTAL

(Hc x L, sf)

FACE AREA

Base rock

Cap rock

Top of rockery

Table

Design see Rockery

Width B

Min.

12"

NOTE:

slope

5% Min.

Varies Geotextile rockery

Bottom of s e e t a b le

H c

4 and less 2.5 660 200 200

2.75 2000 660 200

2000 660 200

4 - 5

5 - 6 3

Rock

Facing

Vertical

Geotextile Class 1, Type A

(12" Min.), see note 1

Foundation fill

Undisturbed native soil

2'-0"

Finish Grade

3.

2.

1.

Grade

Finish

Existing &

Unclassified borrow unclassified borrow

Undisturbed native soil or

Existing Grade extend beyond back of base rock

Back of all rocks must reach or

Backfill

Structural

Base rock

Cap rock

Top of rockery

Table

Design see Rockery

Width B

Min.

12" slope

5% Min.

Varies Geotextile rockery

Bottom of s e e t a b le

H c

Rock

Facing

Vertical

Geotextile Class 1, Type A

(12" Min.), see note 1

Foundation fill

Undisturbed native soil

Structural Backfill

Undisturbed native soil or extend beyond back of base rock

Back of all rocks must reach or

Grade

Finish

Existing Grade

Finish Grade

Existing &

184+75 185+10 144

212+60 215+30 270 845

218+05 218+30 115 for pipe construction requirements.

and at 100 feet (max.) spacing. See Underdrain Pipe Details Drawing permanent drainage structure at low points in the rockery

Discharge outlet pipes to a protected outlet or other

Surround the perforated pipe on all sides by at least 4" granular backfill.

according to Specification Section 252.

Construct rockery and place base, facing, and cap rocks

Place foundation fill material per Specification Subsection 208.08(d).

DETAIL

ROCKERY

rock backdrain over the Granular

12" Min., 18" max. native soil over the Granular rock backdrain

12" Min., 18" max. native soil

Granular rock backdrain Granular rock backdrain backfill underdrain. See Note 3.

4 inch dia. perforated pipe and granular backfill underdrain. See Note 3.

4 inch dia. perforated pipe and granular

E.5

150155

160165

180 180

280280 280

285 285

310 310

325 325

330 330

340340

N

197+45 to 198+25 RT

Rockfall Protection Fence (Attenuator)

Attenuator cable net

Rockfall Protection Fence (Attenuator)

PLAN VIEW

FENCE (ATTENUATOR)

ROCKFALL PROTECTION

197+45, 65' RT

End Fence Post Column

198+25, 61' RT

End Fence Post Column

197+85, 56' RT

Intermediate Fence Post Column

NOTES:

2.

1.

Final fence post column locations to be approved by the CO.

construction without approval of the CO.

cable net. Do not cut any additional trees for access or

Cut all existing trees flush with the ground in area of attenuator

E.6

STATE PROJECT

NUMBER

SHEET

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d o f1 e f.

d g

OR PFH 163(19)

C h e c k e d b y

D e s ig n e d b y

CP

12219

CP

12220

0°-30°

Existing slope sheet E.9 See wire rope anchor details, FOOTNOTE:

ATTENUATOR TYPICAL CROSS SECTION

3 5

(Rope B )

" dia wire rope 4

ATTENUATOR CABLE NET DETAILS

Attenuator cable net panel tt e n u a to r c a b le n e t p a n l

Maximum length of attenuator cable net support (Rope B ) = 160'-0" r a p e l e n g th n o m side of attenuator net panel (typ.)

fasteners attached on traffic steel galvanized wire mesh and vertically using high tensile at 12" on center horizontally

Twisted wire mesh attached

P o s t H e ig h t =

Fence post column details this sheet See attenuator cable net

Historic Columbia River Highway Trail

(1 OF 5)

(ATTENUATOR) DETAILS

ROCKFALL PROTECTION FENCE

S e e S h e e t E .8 wire rope clips according to manufacturer's recommendations.

Loop end of lacing wire rope on itself and terminate with

Additional details for Rope B are provided on sheet E.8.

manufacturer's specifications.

" wire rope clips or in accordance with16 5min. (2) wire rope is to be looped on itself and terminated with dia. wire ropes through each square of net. End of lacing

"16 5Attenuator net panels to be seam laced with min.

shall be terminated at a connection or end post.

(I.E. post spacings at 40'). Attenuator net support rope

Maximum attenuator net support rope length = 160'

Area to be draped is shown on sheet E.6.

accomodate the orientation shown.

Prepare foundation for fence post column to

See post anchor details sheet E.9

30°

E.7

STATE PROJECT

NUMBER

SHEET

p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e g .d g

C h e c k e d b y

D e s ig n e d b y maximum 12" x 12" opening

Attenuator net panels with wire rope and border rope

" dia. lacing16 5Min.

ELEVATION

40'-0" max.

o a d s id e H il l s id e

PLAN

ROPE B

CAPACITY (KIPS)

HEIGHT

END & CONNECTION POSTS

SIZE PLATE A

POST ANCHORAGE

WELD Af WELD Aw PLATE B WELD B ROPE C PLATE C WELD C

SIDE ROPES CONNECTION

INTERMEDIATE POSTS

SIZE PLATE D

POST ANCHORAGE

WELD Df WELD Dw

ROPE B

PLATE E WELD E

SWIVEL E

(PER ROPE)

ROPE F

(PER ROPE)

ROPE C

(DIA.)

HOLE E

(DIA.)

HOLE B

(DIA.)

HOLE C

HEIGHT

1x4x6"W 8 x 40 16

"4 3 x 16 x 1'-4"4

3 "4

1 2

1 "4 3 x 4 x 7"2

1 "4

1 16

8' W 8 x 35 x 16 x 1'-4"4

"4 3 "2

11/2 x 3 x 3 1" 16

58 32 18

ATTENUATOR NET SUPPORT ROPE CONNECTION

INTERMEDIATE FENCE POST COLUMNS ANCHOR CAPACITY

ULTIMATE WIRE ROPE

ATTENUATOR NET SUPPORT ROPE CONNECTION

ATTENUATOR NET NOT SHOWN FOR CLARITY

(2 OF 5)

(ATTENUATOR) DETAILS

ROCKFALL PROTECTION FENCE

End fence post column (typ.)

post column (typ.)

Connection fence post column (typ.)

Intermediate fence

END AND CONNECTION FENCE POST COLUMNS

Rope B ) (typ.)

(Attenuator net support

" dia. wire rope4

Vertical deflection angle

160'-0"

Wire rope anchors (typ.)

angle

Horizontal deflection support Rope B )

(Attenuator net

" dia. wire rope4

(Side Ropes C ) (typ.)

" dia. wire rope4

(Back Rope F ) (typ.)

" dia. wire rope4

(Side Ropes C ) (typ.)

" dia. wire rope4

(Back Rope F ) (typ.)

" dia. wire rope4

FOOTNOTE:

6 7

1 2

1 2

3 5

SWIVEL B4ROPE B

8'

E.8

STATE PROJECT

NUMBER

SHEET

M a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e h .d g

C h e c k e d b y

D e s ig n e d b length of Rope B anchor.

Minimum spacing between anchors is equal to half the embedment requirements.

Capacity shall be obtained by proof testing. See special contract shall have a minimum of 60% of the required capacity for a single anchor.

the required capacity. The angle between a tag line and the axis of the used as an alternative to a single wire rope anchor in order to achieve

For Rope B , double wire rope anchors with individual tag lines may be

Use jaw end type swivels.

" (See details on sheet E.11).4 3Clip the lower corner of Plate B by 1 be terminated at a connection or end post column.

spacings at 40'). Attenuator cable net support rope shall (I.E. 4 post

Maximum attenuator cable net support rope length…