Plans_wa-ef1712303_flat.pdf

Project Location

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WASHINGTON KEY MAP

TYPE OF CONSTRUCTION:

Drainage, aggregate base, and aquatic organism passage structure

DESIGN DESIGNATION:

ADT(2017)

ADT(2037)

V e (max)

<400 <400

20MPH

0.080

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

C. SANDERS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FSR 5140

FSR 5100-100

FSR 4200-400

FSR 5008-100

FSR 4415-040

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PLANS FOR PROPOSED PROJECT

WAFS ERFO 2017(1)-23(3)

OKANOGAN-WENATCHEE

2017 REPAIRS, PHASE 3

OKANOGAN-WENATCHEE NATIONAL FOREST

OKANOGAN COUNTY

N WASHINGTON

1.660 MILES (11 SITES)

See Sheet A.3-8 for road locations.

SCALE IN MILES

10 0 10 20 30

FSR 3300-100

STATE PROJECT

WA FS ERFO 2017(1)-23(3)

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.3-8 VICINITY MAPS

B. SUMMARY OF QUANTITIES

B.1-3 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C .1-6 TYPICAL SECTIONS

D. PLAN-PROFILE

D.1 PLAN AND PROFILE - FSR 3300-100 MP 8.9

D.2 PLAN AND PROFILE - FSR 4010-050 MP 0.78

D.3 PLAN AND PROFILE - FSR 4010-050 MP 2.3

D.4 PLAN AND PROFILE - FSR 4150 MP 0.3

D.5 PLAN AND PROFILE - FSR 4150 MP 2.2

D.6 PLAN AND PLAN - FSR 4200-400 MP 0.2

D.7-8 PLAN AND PLAN - FSR 4415 AT FSR 4415-040 AND

FSR 4415-040 MP 0.0 TO 0.4

D.9 PLAN AND PROFILE - FSR 5008-100 MP 0.75

D.10 PLAN - FSR 5100-100 MP 2.3

D.11-12 PLAN AND PLAN - FSR 5140 MP 8.75

D.13 PLAN AND PROFILE - FSR 5140 MP 10.2

D.14 SURVEY CONTROL

E. SOIL EROSION AND SEDIMENT CONTROL

E.1 STANDARD DRAWINGS (157-5)

E.2-3 DETAIL DRAWINGS (W157-17 & W157-21)

E.4

F.

F.1 F.2 F.3 F.4 F.5-8 F.9 F.10 F.11 F.12 F.13 F.14

SWPPP SIGN

DRAINAGE

FSR 4010-050 MP 0.78 AOP CULVERT PLAN AND PROFILE

FSR 4010-050 MP 2.3 CULVERT PLAN AND PROFILE

FSR 5008-100 MP 0.75 AOP CULVERT PLAN AND PROFILE

FSR 5140 MP 10.2 AOP CULVERT PLAN AND PROFILE

STANDARD DRAWINGS (602-1, 602-2, 602-3, & 602-6)

DETAIL DRAWINGS (W251-1)

RIPRAP HEADWALL DETAILS

SIMULATED STREAM CULVERT INTERIOR TREATMENT

REVETMENT ENHANCEMENTS

LARGE CULVERT REINFORCED CONCRETE COLLAR DETAILS

OUTFALL RIPRAP PROTECTION DETAILS

G. TEMPORARY TRAFFIC CONTROL PLAN

SHEET

NUMBER

A.1

G. l TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

G.2-4 STANDARD DRAWINGS (635-1, 635-5, & 635-14)

APPROVED:

EDWARDS DigitallysignedbyEDWARDS

HAMMONTREE

HAMMONTREE Date:2019.09.1214:14:38-07'00'

Chief of Engineering, Western Federal Lands Highway Division

DATE ____ _

Sheet and Description

FSR 3300-100 FSR 4010-050 FSR 4010-050 FSR 4150 FSR 4150 FSR 4200-400 FSR 4415-040 FSR 5008-100 FSR 5100-100 FSR 5140 FSR 5140

MP 8.9 MP 0.78 MP 2.3 MP 0.3 MP 2.2 MP 0.2 MP 0.0 to 0.4 MP 0.75 MP 2.3 MP 8.75 MP 10.2 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 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 4150, MP 0.3) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 4150, MP 2.2) LPSM All ALL

A0160 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 5008-100 MP 0.75) LPSM All ALL

A0180 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 5140, MP 10.2) LPSM All ALL

A0200 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 4010-050, MP 2.30) LPSM All ALL

A0220 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 4010-050, MP 0.78) LPSM All ALL

A0240 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 35 141 249 537 182 476 84 1,704

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 1 3

A0280 20401-0000 ROADWAY EXCAVATION CUYD 7 122 8 5 2,126 37 174 91 2,570

A0300 20403-0000 UNCLASSIFIED BORROW CUYD 155 317 488 267 12 790 623 956 646 261 4,515

A0320 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(non-woven) SQYD 162 38 200

A0340 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C SQYD 221 34 255

A0360 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 63 12 75

MileStone: 100% Date Completed: 12/06/19 Report Date: 12/06/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

6-

D ec

-2

1:

P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities c:

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2_ ba .x ls m

]S he et

STATE PROJECT

B.1FS ERFO 2017(1)-23(3)WA

SHEET

NUMBER

FSR 3300-100 FSR 4010-050 FSR 4010-050 FSR 4150 FSR 4150 FSR 4200-400 FSR 4415-040 FSR 5008-100 FSR 5100-100 FSR 5140 FSR 5140

MP 8.9 MP 0.78 MP 2.3 MP 0.3 MP 2.2 MP 0.2 MP 0.0 to 0.4 MP 0.75 MP 2.3 MP 8.75 MP 10.2 ALLOWANCE Bid Schedule

A0380 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 (riprap end treatment) CUYD 250 80 288 284 103 1,005

A0400 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 (riprap outfall protection) CUYD 85 10 95

A0420 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 30 60 14 104

A0440 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 65 10 75

A0460 25120-0200 RIPRAP DITCH, METHOD A, CLASS

2 LNFT 150 150

A0480 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 9 29 31 40 41 136 79 70 102 20 15 79 651

A0500 30302-1000 DITCH RECONDITIONING LNFT 2,540 2,540

A0520 30302-6000 ROADWAY RECONDITIONING LNFT 814 1,000 690 2,504

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 86 23 16 125

A0560 60201-0600 18-INCH PIPE CULVERT LNFT 14 6 20

A0580 60201-0800 24-INCH PIPE CULVERT LNFT 120 148 32 300

A0600 60201-1000 36-INCH PIPE CULVERT LNFT 40 110 30 180

A0620 60201-1200 48-INCH PIPE CULVERT LNFT 40 10 50

A0640 60201-2000 96-INCH PIPE CULVERT LNFT 69 69

A0660 60201-2400 132-INCH PIPE CULVERT LNFT 58 58

A0680 60201-2500 144-INCH PIPE CULVERT LNFT 74 68 142

A0700 60704-0000 CLEANING CULVERT IN PLACE EACH 3 3

A0720 61920-2000 REMOVE AND RESET GATE EACH 1 1

A0740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80

A0760 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 80

A0780 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 10 10

A0800 62301-0000 GENERAL LABOR HOUR 80

A0820 62405-0400 PLACING CONSERVED TOPSOIL,

6-INCH DEPTH SQYD 62 9 71

6- D ec -2

1:

P M

MileStone: 100% Date Completed: 12/06/19 Report Date: 12/06/19 c:

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2_ ba .x ls m

]S he et

2)

SUMMARY OF QUANTITIES

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.2FS ERFO 2017(1)-23(3)WA

FSR 3300-100 FSR 4010-050 FSR 4010-050 FSR 4150 FSR 4150 FSR 4200-400 FSR 4415-040 FSR 5008-100 FSR 5100-100 FSR 5140 FSR 5140

MP 8.9 MP 0.78 MP 2.3 MP 0.3 MP 2.2 MP 0.2 MP 0.0 to 0.4 MP 0.75 MP 2.3 MP 8.75 MP 10.2 ALLOWANCE Bid Schedule

A0840 62501-0000 TURF ESTABLISHMENT ACRE 0.1 0.2 0.2 0.1 0.3 0.1 0.2 0.2 1.4

A0860 62635-3000 CUTTINGS, WILLOW POLE EACH 62 62

A0880 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0900 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 17 17 17 51

A0920 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 223 28 395 437 1,083

6- D ec -2

1:

P M

MileStone: 100% Date Completed: 12/06/19 Report Date: 12/06/19 c:

\p w -w or k\ d0 w a-ef

2_ ba .x ls m

]S he et

3)

SUMMARY OF QUANTITIES

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.3FS ERFO 2017(1)-23(3)WA

CL

Traveled Way

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

CL

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

Traveled Way

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

[2]

1:1.5

1:4 1:4

1:4

[2

[2

[2]

1:4

1:4

SHEET 1 OF 8

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

[1]Slope

475+75 to 476+30

FSR 3300-100 MP 8.9

[1]Slope

40+70 to 42+25

FSR 4010-050 MP 0.78

45+70 to 47+20

FSR 4010-050 MP 2.30

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

P

M

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

[3]

TYPICAL SECTION 01

TYPICAL SECTION 02

See site D.2 and D.3 for additional limits for each site.[4]

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

4" compacted depth

Roadway aggregate, method 1 unclassified borrow

Embankment and unclassified borrow

Embankment and

[2]

Existing ground

Profile point

[3]Variable point

Profile

[3]Variable

[3]Variable

4" compacted depth

Roadway aggregate, method 1

12'

12'

Variable5' 5'

[4]5' [4]5'

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it sTraveled Way

Traveled Way

C o n s tr u c ti o n l im it s

CL

w o r k c o n s tr u c ti b le

L im it s o f

Traveled Way

C o n s tr u c ti o n l im it s

CL

w o r k c o n s tr u c ti b le

L im it s o f w o r k c o n s tr u c ti b le

L im it s o f w o r k c o n s tr u c ti b le

L im it s o f

1:4 1:4

[2

[2]

1:4

1:

21:2

1:4

1:

21:2

SHEET 2 OF 8

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

52+00 to 54+41

FSR 4150 MP 0.3

[1]Slope

105 LNFT

FSR 4200-400 MP 0.2

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

A

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 03

TYPICAL SECTION 04

45 LNFT

FSR 4200-400 MP 0.2

TYPICAL SECTION 05

Confirm layout distance with CO prior to construction.[4]

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

4" compacted depth

Roadway aggregate, method 1 unclassified borrow

Embankment and

Existing ground

[3]Variable

Roadway reconditioning

3' m a x

[3]Variable

14'

12'

Riprap ditch, method A, class 2

5' 5'

3' (min.) 15' 5'

Roadway reconditioning

3' m a x

14'

Riprap ditch, method A, class 2

15' 5' [4]Variable

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

Traveled Way

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

1:4 1:4

1:4

1:4 1:4

1:4 1:4

1:4

1:4 1:4

Slope 4%

TYPICAL SECTION 06

Slope 4%

TYPICAL SECTION 07

614 LNFT

FSR 4200

200 LNFT

FSR 4200-400 MP 0.2

SHEET 3 OF 8

TYPICAL SECTIONS

NO SCALE

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Roadway reconditioning

Existing ground

3' ditch flow line

Tie to existing

3'12' 5'5'

Roadway reconditioning

Existing ground

3' ditch flow line

Tie to existing

3'14' 5'5'

LC

4" compacted depth method 1, Roadway aggregate, LC

4" compacted depth method 1, Roadway aggregate, c o n s tr u c ti b le w o r k

L im it s o f c o n s tr u c ti b le w o it s o f c o n s tr u c ti b le w o it s o f c o n s tr u c ti b le w o it s o f

E d g e

W a te r

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

LC

Traveled Way

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

Way

Traveled

[2]

1:4 [2]

1:4

[2]

1:1.5

[2]

1:1.5

1:4 [2]

[2]

1:4 [2]1:4

SHEET 4 OF 8

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

[1]Slope

60+80 TO 61+44

FSR 4150 MP 2.2

[1]Slope

61+44 to 62+06

62+06 to 63+30

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 08

see sheet F.12 for details

Mitigation, streambed material, see sheet F.12 for details

Placed riprap, method B, class 3, 4" compacted depth

Roadway aggregate, method 1

4" compacted depth

Roadway aggregate, method 1

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

[2]

[3]Variable

6' [3]Variable

[3]Variable

12'

5'

5'

5'

5'

LC

LC

Traveled Way

C o n s tr u c ti o n l im it s w o r k c o n s tr u c ti b le

L im it s o f

C o n s tr u c ti o n l im it s w o r k c o n s tr u c ti b le

L im it s o f

C o n s tr u c ti o n l im it s w o r k c o n s tr u c ti b le

L im it s o f

L im it s o f c o n s tr u c ti b le w o r k

C o n s tr u c ti o n l im it s

LC

LC

Traveled Way

C o n s tr u c ti o n l im it s w o r k c o n s tr u c ti b le

L im it s o f w o r k c o n s tr u c ti b le

L im it s o f

C o n s tr u c ti o n l im it s

1:4

1:4 1:4

1:

2 m ax

1:4

SHEET 5 OF 8

TYPICAL SECTIONS

NO SCALE

Slope 4%

Slope 4%

45 LNFT

FSR 4415

FSR 4415-040

RIPRAP DIP

SECTION A-A

C.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 09

TYPICAL SECTION 10

Slope 4%

60 LNFT

FSR 4415-040 MP 0.0 TO 0.4

TYPICAL SECTION 11

235 LNFT

90 LNFT

275 LNFT

95 LNFT

105 LNFT

FSR 4415-040 MP 0.0 TO 0.4 TYPICAL SECTION 17

43 LNFT

691 LNFT

385 LNFT

FSR 4415-040 MP 0.0 TO 0.4

FOOTNOTE:

with CO prior to performing work.

See sheet D.8 for width dimensions. Field verify dimensions [1]

30'30'

Original grade

Existing ground

Construct low point as directed by the CO

4" compacted depth

Roadway aggregate, method 1

Existing ground

Roadway reconditioning

4" compacted depth

Roadway aggregate, method 1

Unclassifed borrow

Existing ground

3'

Unclassifed borrow

[3]Variable

Roadway reconditioning

4" compacted depth

Roadway aggregate, method 1

3'5' 12'

6'

20'5' 5'

Traveled Way

Existing ground

Roadway reconditioning

4" compacted depth

Roadway aggregate, method 1 w o r k c o n s tr u c ti b le

L im it s o f

C o n s tr u c ti o n l im it s 12' w o r k c o n s tr u c ti b le

L im it s o f

C o n s tr u c ti o n l im it s5'5'

Placed riprap, method A, class 2 class 1, type A (non-woven)

Separation-stabilization geotextile, (63 CUYD) class 2

Placed riprap, method A, (162 SQYD) type A (non-woven) geotextile, class 1, Separation-stabilization

Existing ground

Unclassifed borrow

12' 5'[1]Variable o n s tr u c ti o n l im it s

CL

C o n s tr u c ti o n l im it s

Traveled Way

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

CL

w o r k c o n s tr u c ti b le

L im it s o f w o r k c o n s tr u c ti b le

L im it s o f

1:4 1:4

1:4

1:4

1:4 1:4

[2

[2]

690 LNFT

FSR 5100-100 MP 2.3

Slope 4%

SHEET 6 OF 8

TYPICAL SECTIONS

NO SCALE

67+25 to 69+70

FSR 5008-100 MP 0.75

[1]Slope

FOOTNOTE:

Turf establishment[3]

Report Data Listing.

Construct slopes as shown in the Staking [2]

Staking Report Data Listing.

Superelevate roadway as indicated in the [1]

C.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 12

TYPICAL SECTION 13

3" compacted depth

Roadway aggregate, method 1, Roadway reconditioning

Existing ground ditch flow line

Tie to existing

12' 3'[3]Variable

(est. 450 CUYD) via Roadway reconditioning

Remove slide material

4" compacted depth

Roadway aggregate, method 1, E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

Existing ground

12' [3]Variable [3]Variable unclassified borrow

Embankment and

5'5' o n s tr u c ti o n l im it s

CL

Traveled Way

CL

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s w o r k c o n s tr u c ti b le

L im it s o f c o n s tr u c ti b le w o r k

L im it s o f

C o n s tr u c ti o n l im it s c o n s tr u c ti b le w o r k

L im it s o f c o n s tr u c ti b le w o r k

L im it s o f

1:4

1:4 1:4

1:4

[1]

1:2 (m ax.

SHEET 7 OF 8

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

Slope 4%

2,540 LNFT

FSR 5140 MP 8.75

and Asphalt Patch Locations

New culvert locations

FSR 5140 MP 8.75

C.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 14

TYPICAL SECTION 15

Estimated for 25' long removal patch.[1]

Existing ground

Existing ground ditch flow line

Tie to existing

Variable

3" compacted depth

Roadway aggregate, method 1, 14'

14'

Variable

Unclassifed borrow

Ditch reconditioning, E x is ti n g R o a d w a y

E d g e o f

3" compacted depth type 1, Asphalt concrete pavement, 5'

E x is ti n g R o a d w a y

E d g e o f

5'

Variable

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it s

[2]

1:4

1:4

[2

1:4

[2

1:4

[2]

1:4 1:4 [2

[2]

SHEET 8 OF 8

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

25+25 TO 27+15

FSR 5140 MP 10.2

[1]Slope

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

C.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION 16

3" compacted depth type 1, Asphalt concrete pavement, 3" compacted depth

Roadway aggregate, method 1, Existing ground

14'

[3]Variable [3]Variable

[3]Variable [3]Variable 5'

5'

G

S

G P

S

G P

S

45 4250

LO

G S

P O

T

.0

P O

T

.2

BEGIN CONSTRUCTION

MP 8.9

FSR 3300-100

END CONSTRUCTION

FOOTNOTE:

El= Match Existing

E= 2059896.11

N= 646948.27

El= Match Existing

E= 2059890.59

N= 647002.99

475+75.00 (MAIN01)

476+30.00 (MAIN01)

pay item 62201-3400.

and place on slope as directed by CO under

Remove logs from current location [1]

476+30.00

475+75.00

CUYD

EXC.

CUYD

EMB.

477+00476+00475+00

4230 4230

4232 4232

4234 4234

4236 4236

4238 4238

4240 4240

4242 4242

4244 4244

4246 4246

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fb .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

N

Existing ground

Line to be constructed

Slope stake limits

Existing Roadway Tie-in

CONNECTION DETAIL

Slope stake limits

[1](2 each)

Remove and reset log

Do not disturb culvert

See Section E Plan Sheets for details fiber roll (35 LNFT), Soil erosion control, 475+75 to 476+10 RT pavement structure

See Section C Plan Sheets for

7 CUYD (Excavation)

155 CUYD (Embankment)

Construction limits

C P

G P S

G P S

5 2

POT 40+00.00

PC 40+30.04

P T

.1

P C

.7

PT 4

.7

3Curve= C1001

D

R= 70.00'

T= 82.19'

L= 121.15'

Curve= C1002

D

R= 90.00'

T= 37.45'

L= 70.98'

,2

.2

,2

.4

7.

60' VC

K = 17

SSD = 330'

,2

.5

+3.7

0%

8.

80' VC

K = 18

8.

,2

.8

N

BEGIN CONSTRUCTION

END CONSTRUCTION

MP 0.78

FSR 4010-050

El= Match existing

E= 1828821.03

N= 382202.95

El= Match existing

E= 1828703.72

N= 382279.39

FOOTNOTE:

40+70.00 (MAIN02)

42+25.00 (MAIN02)

42+25.00

40+70.00

CUYD

EXC.

CUYD

EMB.

44+0043+0042+0041+0040+00

2264 2278

2266 2280

2268 2282

2270 2284

2272 2286

2274 2288

2276 2290

2278 2292

2280 2294

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fc .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y equals needed emabkment (317 CUYD).

report (521 CUYD) minus volume of culvert (204 CUYD)

Quantity determine from earthwork embankment [1]

Line to be constructed

Profile grade

Existing ground

Tie-in

CONNECTION DETAIL

roadway

Existing limits

Slope stake for pavement structure

See Section C Plan Sheets See Sheet F.1 for details

(125 CUYD)

class 4 (riprap end treatment), Placed riprap, method A, 41+88

See Section E Plan Sheets for details fiber roll (36 LNFT), Soil erosion control, 41+94 to 42+21 LT for details

See Section E Plan Sheets fiber roll (24 LNFT), Soil erosion control, 42+08 to 42+25 RT

See Sheet F.1 for details

(125 CUYD)

(riprap end treatment), method A, class 4

Placed riprap, 41+88

See Section E Plan Sheets for details fiber roll (41 LNFT), Soil erosion control, 41+45 to 47+79 RT

52' LT

41+66

55' LT

41+98

122 CUYD (Excavation)

See Sheet F.1 for details

(58 LNFT)

132-inch pipe culvert, 41+88

Construction limits

Construction limits

17' LT

41+67

21' LT

42+03

Sheets for details

See Section E Plan fiber roll (40 LNFT), Soil erosion control, 41+48 to 41+78 LT

27' RT

42+22

39' RT

42+34

48' RT

41+68

18' RT

41+68

[1]317 CUYD (Embankment)

P

C P

C P

,8

.6

,8

.1

-7.3500%

.4

150' VC

K = 9

,8

.2

Curve= C200

D

R= 75.00'

T= 156.43'

L= 168.56'

POT 45+00.00

PC 45+70.78

PT 47+39.34

POT 47+95.51

N

BEGIN CONSTRUCTION

END CONSTRUCTION

47+20.00

45+70.00

MP 2.3

FSR 4010-050

CUYD

EXC.

CUYD

EMB.

48+00 47+00 46+00 45+00

2860 2874

2862 2876

2864 2878

2866 2880

2868 2882

2870 2884

2872 2886

2874 2888

2876 2890

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fd .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

equals needed emabkment (488 CUYD).

report (616 CUYD) minus volume of culvert (128 CUYD)

Quantity determine from earthwork embankment [1]

Slope stake limits

Line to be constructed

Profile grade

Existing ground

El= Match Existing

E= 1823222.38

N= 381541.75

El= Match Existing

E= 1823123.35

N= 381620.02

45+70.00 (MAIN03)

47+20.00 (MAIN03)

culvert

Removal of

Existing Roadway Tie-in

CONNECTION DETAIL

See Sheet F.2 for details

(59 CUYD)

(riprap end treatment), Placed riprap, method A, class 4, 46+50

See Sheet F.2 for details

(69 LNFT)

96-inch pipe culvert, 46+50 for pavement structure

See Section C Plan Sheets

See Section E Plan Sheets for details fiber roll (47 LNFT), Soil erosion control, 46+05 to 46+42 LT

Plan Sheets for details

See Section E fiber roll (70 LNFT), Soil erosion control, 45+70 to 46+60 RT

See Section E plan sheets for details fiber roll (79 LNFT), Soil erosion control, 46+54 to 47+20 LT sheets for details

See Section E plan fiber roll (53 LNFT), Soil erosion control, 46+82 to 47+20 RT

8 CUYD (Excavation)

See Sheet F.2 Plan Sheets for details

(riprap end treatment) (21 CUYD), Placed riprap, method A, class 4, 46+50

Construction limits

54' LT

46+35 56' LT

46+56

24' LT

46+34

20' LT

46+62

50' RT

46+17

73' RT

45+60

51' RT

47+49

34' RT

46+87

See Sheet F.2 for details

(85 CUYD)

(riprap outfall protection), Placed riprap, method A, class 5

46+50

[1]488 CUYD (Embankment)

GPS

GPS

CP

BTBT

BT

BT

BT

CP

GPS

,1

.4

,1

.0

+3.3

7.

80' VC

K = 20

,1

.0

Curve= C1001

D

R= 200.00'

T= 51.89'

L= 101.55'

Curve= C1002

D

R= 200.00'

T= 25.18'

L= 50.10'

Curve= C1003

D

R= 130.00'

T= 51.40'

L= 97.89'

Curve= C1004

D

R= 180.00'

T= 53.68'

L= 104.33'

P O

T

.0

P C

.8

P R

C

.3

P T

.4

P C

.9

P T

.8

P C

.5

PT 54+

79.90 PO

T 54+

93.78 MP 0.30

FSR 4150

N

54+41.00

52+00.00

CUYD

EXC.

CUYD

EMB.

55+0054+0053+0052+0051+0050+00

2148 2148

2150 2150

2152 2152

2154 2154

2156 2156

2158 2158

2160 2160

2162 2162

2164 2164

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fe .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Line to be constructed

Profile grade

Existing ground

END CONSTRUCTION

CONSTRUCTION

BEGIN

EL= Match Existing

E= 1844970.16

N= 475814.47

EL= Match Existing

E= 1845169.48

N= 475709.81

52+00.00 (MAIN04)

54+41.00 (MAIN04)

Existing Roadway Tie-in

CONNECTION DETAIL

See Section F Plan Sheets for details

(40 LNFT)

48-inch pipe culvert, 52+48

See Section E Plan Sheets for details fiber roll (275 LNFT), Soil erosion control, 52+00 to 54+41 LT

Sheets for details

See Section E Plan fiber roll (262 LNFT), Soil erosion control, 52+00 to 54+41 RT

See Section F Plan Sheets for details

(40 LNFT)

36-inch pipe culvert, 53+46 for pavement structure

Plan SheetsSee Section C

5 CUYD (Excavation)

267 CUYD (Embankment)

Construction limits

Construction limits

See sheet F.10 for details

(15 CUYD)

method B, class 4

Placed riprap, 52+48 (inlet)

See sheet F.10 for details

(11 CUYD)

method B, class 3

Placed riprap, 53+46 (inlet) for detailsSee sheet F.9

(50 CUYD)

method B, class 4

Placed riprap, 52+48 (outlet) for detailsSee sheet F.9

(19 CUYD)

method B, class 3

Placed riprap, 53+46 (outlet)

C P

C P

C P

C P

C P

G P S

C P

C P

G P S

0 2625

Curve= C2001

D

R= 100.00'

T= 22.65'

L= 44.56'

Curve= C2002

D

R= 200.00'

T= 48.73'

L= 95.60'

P O

T

.0

P C

.0

P T

.6

P C

.9

P T

.5

P O

T

.1

,6

.7

,6

.2

7.

+2.9

90' VC

K = 19

SSD = 277'

,6

.8

MP 2.20

FSR 4150

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

N

63+30.00

60+80.00

CUYD

EXC.

CUYD

EMB.

64+00 63+00 62+00 61+00 60+00

2624 2634

2626 2636

2628 2638

2630 2640

2632 2642

2634 2644

2636 2646

2638 2648

2640 2650

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 ff .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Slope stake limits

Slope stake limits

END CONSTRUCTION

Profile grade

Existing ground

Existing ground

CONSTRUCTION

BEGIN El= Match Existing

E= 1852279.49

N= 470446.77

El= Match Existing

E= 1852047.20

N= 470735.68

Profile grade

60+80.00 (MAIN05)

63+30.00 (MAIN05)

Existing Roadway Tie-in

CONNECTION DETAIL

See Section F Plan Sheets for details

(extend 14 LNFT), 18-inch culvert

62+53 pavement structure

Plan Sheets for

See Section C

See Section E Plan Sheets for details fiber roll (110 LNFT), Soil erosion control, 62+06 to 63+60 RT

See Section E Plan Sheets for details fiber roll (72 LNFT), Soil erosion control, 60+80 to 61+42 RT

See Sheet F.12 for details

Revetment enhancement;

61+44 to 62+06 RT

2,036 CUYD (Excavation)

12 CUYD (Embankment)

90 CUYD (Topsoil)

FOOTNOTE:

N

NOTE:

NO SCALE

N

MP 0.2

FSR 4200-400

construction of site.

1. Site has not been surveyed. Confirm all locations with CO prior to

Place as directed by CO.[1]

Existing surface

CONNECTION DETAIL

existing surface

Taper to match

25'

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fg .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

END CONSTRUCTION

CONSTRUCTION

BEGIN

El= Match Existing

E= 1887719.61

N= 543941.07

El= Match Existing

E= 1888637.40

N= 545230.44

F S

R

F S

R

-4

FSR 4200

FSR 42

00-

(1 EACH)

Removal of culvert

F S R see Sheet C.2 for details

(150 LNFT),

Riprap ditch, method A, class 2

(1 EACH)

[1]Remove and reset gate base

Existing aggregate method 1 aggregate, Roadway

105 LNFT

LNFT

for details

Typical section 04

See sheet C.2

105 LNFT

for details

Typical section 05

See sheet C.2

45 LNFT

LNFT

750 LNFT

for details

Typical section 06

See sheet C.3

200 LNFT

No Work

L

N F T

614 LNFT

for details

Typical section 07

See sheet C.3

614 LNFT

NOTE:

NO SCALE SHEET 1 OF 2

FSR 4415-040 MP 0.0 TO 0.4

AND

FSR 4415 AT FSR 4415-040

4' wide x 6' deep.

dimensions with CO. Estimated dimensions are 45' long x

Reconstruct embankment per typical section. Field verify [1]

2. See sheet D.8 for details on FSR 4415-040.

prior to construction of site.

1. Site has not been surveyed. Confirm all locations with CO

Existing surface

CONNECTION DETAIL

existing surface

Taper to match

25'

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fh .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

BEGIN

F S

R

FS

R

FSR 4415-040

FSR 4415-040

END CONSTRUCTION

El= Match Existing

E= 1766793.64

N= 510752.79

El= Match Existing

E= 1766760.26

N= 510782.54

(40 LNFT)

24-inch culvert

(40 CUYD)

[1]Unclassifed borrow

L

N F T base

Existing aggregate method 1 aggregate, Roadway Typical section 10 for details

See sheet C.5

45 LNFT

F

R

FSR 4415-040

FSR 4415-040

N

NOTE:

NO SCALE SHEET 2 OF 2

FSR 4415-040 MP 0.0 TO 0.4

AND

FSR 4415 AT FSR 4415-040

N

2. See sheet D.7 for details on FSR 4415.

construction of site.

1. Site has not been surveyed. Confirm all locations with CO prior to

FOOTNOTE:

A A

Existing surface

CONNECTION DETAIL

existing surface

Taper to match

25'

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fi .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y dimensions with CO. Dimensions are given in Width x Depth.

Reconstruct shoulder scour per typical section. Field verify [1]

CONSTRUCTION

BEGIN

END CONSTRUCTION

El= Match Existing

E= 1766809.05

N= 510748.10

El= Match Existing

E= 1767910.02

N= 512355.92

(40 LNFT)

24-inch culvert

(40 LNFT)

24-inch culvert

5 L

NFT

90 LNFT

235 LNFT

697 LNFT 43 LNFT

105 LNFT 95 LNFT

275 LNFT

235 LNFT

(est. 2' x 2')

(58 CUYD)

[1]Unclassifed borrow

(est. 3' x 2')

(22 CUYD)

[1]Unclassifed borrow

(est. 3' x 2')

(62 CUYD)

[1]Unclassifed borrow

(est. 5' x 5')

(84 CUYD)

[1]Unclassifed borrow

(est. 2' x 2')

(35 CUYD)

[1]Unclassifed borrow

(est. 2' x 2')

(16 CUYD)

[1]Unclassifed borrow

(est. 2' x 2')

(15 CUYD)

[1]Unclassifed borrow

(est. 2' x 2')

(41 CUYD)

[1]Unclassifed borrow

(est. 4' x 2')

(32 CUYD)

[1]Unclassifed borrow

(est. 1' x 1')

(4 CUYD)

[1]Unclassifed borrow

(est. 1' x 1')

(9 CUYD)

[1]Unclassifed borrow

(est. 4' x 3')

(324 CUYD)

[1]Unclassifed borrow

(est. 4' x 3')

(33 CUYD)

[1]Unclassifed borrow

(1 EACH)

Removal of culvert base

Existing aggregate method 1 aggregate, Roadway

(est. 1' x 1')

(4 CUYD)

[1]Unclassifed borrow for details

Typical section 09

See sheet C.5

105 LNFT

for details

Typical section 09

See sheet C.5

95 LNFT

for details

Typical section 09

See sheet C.5

275 LNFT

Typical section 09 for details

See sheet C.5

90 LNFT

Typical section 09 for details

See sheet C.5

235 LNFT

Typical section 11 for details

See sheet C.5

60 LNFT

60 LNFT

(est. 100' Length x 2' Width x 2' Depth)

(15 CUYD)

[1]Unclassifed borrow

CP

CP

CP

2710 2710

P O

T

.0

P C

.7

P T

.6

8 6

P O

T

.9

Curve= C1001

D

R= 1,400.00'

T= 25.46'

L= 50.91'

,7

.1

7.

,7

.5

-1.9000%

70' VC

K = 7

SSD = 150'

,7

.0

+1.2000

60' VC

K = 19 2 ,7

.4

MP 0.75

FSR 5008-100

N

69+70.00

67+25.00

CUYD

EXC.

CUYD

EMB.

70+0069+0068+0067+0066+0065+00

2704 2714

2706 2716

2708 2718

2710 2720

2712 2722

2714 2724

2716 2726

2718 2728

2720 2730

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fj .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y equals needed emabkment (623 CUYD).

report (933 CUYD) minus volume of culvert (310 CUYD)

Quantity determine from earthwork embankment [1]

FOOTNOTE:

Slope stake limits

Slope stake limits

Line to be constructed

Existing ground

Profile grade

BEGIN CONSTRUCTION

Existing Roadway Tie-in

CONNECTION DETAIL

Existing ground

CONSTRUCTION

END

do not disturb

Existing culvert, 67+43.87

EL= 2,718.42

E= 1814587.53

N= 543770.98

EL= 2,714.15

E= 1814106.34

N= 543797.60

Profile grade

See Sheet F.3 for details

(144 CUYD)

(riprap end treatment)

Placed riprap, method A, class 4, 68+20

See Sheet F.3 for details

(74 LNFT)

144-inch pipe culvert

68+20

See Sheet F.3 for details

(144 CUYD)

(riprap end treatment)

Placed riprap, method A, class 4, 68+20

See Section E Plans Sheets for details fiber roll (260 LNFT), Soil erosion control, 67+30 to 69+70 LT pavement structure

Plan Sheets for

See Section C

See Section E Plan Sheets for details fiber roll (216 LNFT), Soil erosion control, 67+25 to 69+20 RT

67+25.00 (MAIN09) 69+70.00 (MAIN09)

37 CUYD (Excavation)

Construction limits

Construction limits

21' RT

68+32

62' RT

68+06

39' RT

67+69

19' RT

67+81

60' LT

68+31

36' LT

68+6921' LT

68+07

17' LT

68+57

[1]623 CUYD (Embankment)

NOTE:

NO SCALE

MP 2.3

FSR 5100-100

construction of site.

1. Site has not been surveyed. Confirm all locations with CO prior to

Existing surface

CONNECTION DETAIL

existing surface

Taper to match

25'

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fk .d g n

WA FS ERFO 2017(1)-23(3)

e p te m b e r

C h e c k e d b y

D e s ig n e d b y

El= Match Existing

E= 1804708.58

N= 614035.23

El= Match Existing

E= 1805371.44

N= 613915.37

FSR 5100-100

690 LNFT

BEGIN CONSTRUCTION

CONSTRUCTION

END

base

Existing aggregate method 1 aggregate, Roadway

NOTE:

NO SCALE

SHEET 1 OF 2

MP 8.75

FSR 5140

N prior to construction of site.

1. Site has not been surveyed. Confirm all locations with CO

Reconstruction ditch scour per typical section. Field verify dimension with CO.[1]

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fl .d g n

WA FS ERFO 2017(1)-23(3)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

BEGIN

El= Match Existing

E= 1785048.19

N= 625754.90

195 LNFT

260 LNFT 220 L

NFT

100 LNFT

190 LNFT

205 L

NFT

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(24" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

125 LNFT

80 LNFT

200 LNFT

110 L

NFT

60 LNFT

70 LNFT

(est. 2' x 2')

(29 CUYD)

[1]Unclassified borrow

(195 LNFT)

Ditch reconditioning

(est. 2' x 2')

(39 CUYD)

[1]Unclassified borrow

(260 LNFT)

Ditch reconditioning (220 LNFT)

Ditch reconditioning

100 LNFT

(est. 3' x 6')

(67 CUYD)

[1]Unclassified borrow

(100 LNFT)

Ditch reconditioning

(est. 3' x 6')

(67 CUYD)

[1]Unclassified borrow

(100 LNFT)

Ditch reconditioning

(est. 3' x 6')

(54 CUYD)

[1]Unclassified borrow

(80 LNFT)

Ditch reconditioning

(est. 4' x 6')

(178 CUYD)

[1]Unclassified borrow

(200 LNFT)

Ditch reconditioning

(est. 2' x 2')

(29 CUYD)

[1]Unclassified borrow

(190 LNFT)

Ditch reconditioning (est. 4' x 3')

(49 CUYD)

[1]Unclassified borrow

(110 LNFT)

Ditch reconditioning

(est. 4' x 3')

(56 CUYD)

[1]Unclassified borrow

(125 LNFT)

Ditch reconditioning

(est. 6' x 4')

(63 CUYD)

[1]Unclassified borrow

(70 LNFT)

Ditch reconditioning

(est. 5' x 3')

(34 CUYD)

[1]Unclassified borrow

(60 LNFT)

Ditch reconditioning

(205 LNFT)

Ditch reconditioning

(est. 2' wide)

(10 TON)

[1]Asphalt concrete pavement, type 1

(est. 14' wide)

(21 TON)

[1]Asphalt concrete pavement, type 1

(est. 5' wide)

(7 TON)

[1]pavement, type 1

Asphalt concrete

(est. 3' wide)

(6 TON)

[1]pavement, type 1

Asphalt concrete

(7 TON)

[1]Asphalt concrete pavement, type 1

(4 CUYD)

Roadway aggregate, method 1

(36 LNFT)

24-inch culvert

(7 TON)

[1]Asphalt concrete pavement, type 1

(4 CUYD)

Roadway aggregate, method 1

(36 LNFT)

24-inch culvert and place on slope as directed by CO.

Remove logs from current location [1]

N

NOTE:

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

NO SCALE

SHEET 2 OF 2

MP 8.75

FSR 5140

FOOTNOTE:

dimension with CO.

Reconstruction ditch scour per typical section. Field verify [1]

D.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fm .d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

END CONSTRUCTION

El= Match Existing

E= 1783615.27

N= 627671.01

(50 LNFT)

36-inch culvert

LNFT

125 LNFT

370 LNFT

LNFT

70 L

NFT

100 L

NFT

(est. 5' x 3')

(34 CUYD)

[1]Unclassified borrow

(60 LNFT)

Ditch reconditioning

(est. 6' x 4')

(63 CUYD)

[1]Unclassified borrow

(70 LNFT)

Ditch reconditioning

(est. 4' x 3')

(56 CUYD)

[1]Unclassified borrow

(125 LNFT)

Ditch reconditioning

(est. 5' x 2')

(138 CUYD)

[1]Unclassified borrow

(370 LNFT)

Ditch reconditioning

(est. 5' wide)

(7 TON)

[1]pavement, type 1

Asphalt concrete

(7 TON)[1]Asphalt concrete pavement, type 1

(4 CUYD)

Roadway aggregate, method 1

(36 LNFT)

24-inch culvert

(7 TON)

[1]Asphalt concrete pavement, type 1

(4 CUYD)

Roadway aggregate, method 1

(40 LNFT)

24-inch culvert

(7 TON)

[1]Asphalt concrete pavement, type 1

(4 CUYD)

Roadway aggregate, method 1

(60 LNFT)

36-inch culvert

C P

P O

T

.0

P O

T

.8

,7

.4

,7

.6

+0.5000% -1.8000%

70' VC

K = 30

SSD = 504'

,7

.9

MP 10.2

FSR 5140

N

27+15.00

25+25.00

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

CUYD

EXC.

CUYD

EMB.

28+0027+00 26+00 25+00 24+00

4710 4710

4712 4712

4714 4714

4716 4716

4718 4718

4720 4720

4722 4722

4724 4724

4726 4726

D.13

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fn .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

equals needed emabkment (646 CUYD).

report (931 CUYD) minus volume of culvert (285 CUYD)

Quantity determine from earthwork embankment [1]

END CONSTRUCTION

Limits of construction

BEGIN CONSTRUCTION

Profile gradeExisting ground

EL= Match Existing

E= 1781772.41

N= 632476.31

EL= Match Existing

E= 1781709.60

N= 632655.63

Existing Roadway Tie-in

CONNECTION DETAIL

Edge of traveled way

27+15.00 (MAIN12)

25+25.00 (MAIN12)

See Sheet F.4 for details

(140 CUYD)

(riprap end treatment)

Placed riprap, method A, class 4, 26+45

See Sheet F.4 for details

(68 LNFT)

144-inch pipe culvert, 26+45

See Sheet F.4 for details

(144 CUYD)

(riprap end treatment)

Placed riprap, method A, class 4, 26+45 for pavement structure

See Section C Plan Sheets

Slope stake limits

Removal of pipe culvert

26+22

174 CUYD (Excavation)

Consturction limits

31' LT

26+36

62' LT

26+52

41' LT

26+92

28' LT

26+84

28' RT

26+54

57' RT

26+39

37' RT

26+00

23' RT

26+07

[1]646 CUYD (Embankment)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

GPS1 647061.430 2059899.770 4244.830 48°45'38.94617"N 119°05'38.865964"W 4188.1418 0.99980531 Rebar

GPS2 646887.760 2059882.910 4243.800 48°45'37.236735"N 119°05'39.176094"W 4187.6453 0.99980524 Rebar

GPS3 646991.610 2059898.250 4239.820 48°45'38.257769"N 119°05'38.91219"W 4185.0885 0.99980541 spike 2.

CP1 381578.780 1823295.160 2877.790 48°02'37.123747"N 120°05'08.510375"W 2817.5014 0.99980854 Rebar w/cap

CP2 381693.330 1823139.930 2884.470 48°02'38.269063"N 120°05'10.778444"W 2824.1847 0.99980821 Rebar w/cap

CP3 381570.640 1823144.950 2865.520 48°02'37.057812"N 120°05'10.722095"W 2805.238 0.99980912 spike

GPS1 382229.800 1828832.070 2277.490 48°02'43.009442"N 120°03'46.931109"W 2216.9193 0.99983718 Rebar w/cap

GPS2 382407.020 1828689.340 2298.840 48°02'44.772430"N 120°03'49.005560"W 2238.2725 0.99983615 Rebarw/cap

CP3 382240.880 1828712.170 2277.950 48°02'43.130625"N 120°03'48.694030"W 2217.3858 0.99983715 spike

CP4 382397.250 1828817.400 2257.710 48°02'44.663370"N 120°03'47.122339"W 2197.136 0.99983811 spike

CP5 382096.900 1828607.180 2286.170 48°02'41.720121"N 120°03'50.260339"W 2225.6124 0.99983677 spike

GPS1 475785.760 1845171.110 2163.540 48°18'04.552164"N 119°59'31.422129"W 2103.9535 0.99984688 Rebar

GPS2 475834.310 1844759.990 2162.130 48°18'05.075558"N 119°59'37.494797"W 2102.5501 0.99984696 12" spike

GPS3 475810.880 1844990.140 2152.140 48°18'04.819560"N 119°59'34.094633"W 2092.5568 0.99984743 spike

CP4 475727.080 1844854.940 2134.330 48°18'04.007197"N 119°59'36.107785"W 2074.7468 0.99984827 H&T

CP1 543799.230 1814554.200 2720.860 48°29'18.754478"N 120°06'54.869672"W 2663.1141 0.99983599 Rebar w/ypc

CP2 543776.700 1814172.850 2706.690 48°29'18.567237"N 120°07'00.533727"W 2648.9276 0.99983666 Rebar w/ypc

CP3 543779.180 1814340.330 2714.680 48°29'18.576314"N 120°06'58.047234"W 2656.9242 0.99983628 spike

CP1 632683.188 1781710.606 4716.822 48°43'58.543788"N 120°14'52.384973"W 4661.4612 0.99977736 Rebar w/cap

CP2 632468.602 1781803.771 4721.939 48°43'56.419482"N 120°14'51.019695"W 4666.5684 0.999777 Rebar w/cap

GPS1 470436.846 1852320.500 2650.500 48°17'10.984945"N 119°57'46.577246"W 2590.7427 0.99982284 Rebar w/cap

GPS2 470693.360 1852043.020 2638.524 48°17'13.547152"N 119°57'50.637152"W 2578.7733 0.99982345 Rebar w/cap

CP2 470689.823 1852046.846 2625.297 48°17'13.511823"N 119°57'50.581172"W 2565.5463 0.99982408 Rebar w/cap

CP3 470699.810 1852058.832 2628.630 48°17'13.609037"N 119°57'50.402279"W 2568.8793 0.99982393 Rebar w/cap

CP4 470566.258 1852173.101 2638.791 48°17'12.278417"N 119°57'48.735023"W 2579.037 0.99982342 spike

PROJECT : Okanogan-Wenatchee 217 Repairs Phase 3

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington North SPCS NAD83 (2011)

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

4150 mp 2.2

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.

RD 3300-100 mp 8.9

RD 4010-050 mp 2.3

4010-050 mp 0.78

5008-100 MP 0.75

5140 MP 10.2

RD 4150 mp 0.3

No control points for sites FSR 4200-400 MP 0.2, FSR 4415 MP 0.0 to 0.4, FSR 5100-100 MP 2.3, and FSR

5140 MP 8.75.

c:

\p w -w or k\ d0 ok an og an _w en at ch ee

_c on tr ol sh ee t.

xl sx ]S he et

-A ug -2

4:

U

FS

U S

FS

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.14

SHEET

NUMBER

FS ERFO 2017(1)-23(3)WA

SURVEY CONTROL

50 30 2040 10 0 10 20 30 40 50

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.1

STATE PROJECT

WA

FS ERFO 2017(1)-23(3)

D A

T E

P

A T

H h e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

AOP

Riprap Riprap

4.0 ft

NA

N

100 100 1.4

1.0

5.2 ft

2.75 ft2.75 ft

0.062 ft/ft 1V : 2H1V : 2H0.04ft/ft

11 ft 11 ft

PLAN AND PROFILE

AOP CULVERT

FSR 4010-050 MP 0.78

PC 41+81.75

58 ft

382227.53/1828701.22/2266.60 382268.44/1828742.33/2264.28

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed

Existing ground

Flow Flo w

' m in

Slope 4.0%

Slope 6.2%

132-inch pipe culvert

Traveled way

See sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap road centerline elev. 2271.8' channel elev. 2268.3' channel

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap elev. 2264.28' downstream invert elev. 2266.60' upstream invert surface elevation 100yr water

See Section D for details

50 30 2040 10 0 10 20 30 40 50

70 60

C P

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

Q :

INFILL TYPE: TYPE:

F.2

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

8 ft 8 ft

NA

PLAN AND PROFILE

CULVERT

FSR 4010-050 MP 2.3

N

0 ft0 ftHW : 100 100

HW :25Q : 4.1

3.5

25 165

BURN BURN

FUTURE FUTURE

69 ft

1V : 2H 1V : 2H

2'-0" 2'-0"

0.108 ft/ft 0.108 ft/ft

Riprap with concrete collar Riprap with concrete collar

381534.01/1823131.67/2858.08 381590.52/1823170.27/2850.62

46+40

46+60

Scale in feet

5 2.5 0 5 10 15 20

LC

Flow

Flo w

' m in .1

Traveled Way see Sheet F.14 for details

(riprap outfall protection) method A, class 5

Placed riprap see Sheet F.10 for details

(riprap end treatment) method A, class 4

Placed riprap

See Section D for details

Construction limits see Sheet F.10 for details

(riprap end treatment) method A, class 4

Placed riprap see Sheet F.13 for details

Concrete collar see Sheet F.13 for details

Concrete collar

96-inch pipe culvert

Existing ground surface elevation

100yr water see sheet F.13 for details

Concrete collar

Channel

Centerline see Sheet F.10 for details

(riprap end treatment) method A, class 4

Place riprap elev. 2858.08'

Upstream invert see Sheet F.10 for details

(riprap end treatment) method A, class 4

Placed riprap

Flow line see sheet F.13 for details

Concrete collar elev. 2850.62'

Downstream invert

Slope 10.9% see Sheet F.14 for details

(riprap outfall protection) method A, class 5

Placed riprap

50 30 2040 10 0 10 20 30 40 5060 60

70 80

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.3

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

AOP

5.8 ft

Riprap Riprap

5.6 ft

NA

N

0.035 ft/ft

100 100

PLAN AND PROFILE

AOP CULVERT

FSR 5008-100 MP 0.75

0.033 ft/ft

3.0 ft

206 cfs

30 cfs

4.2 ft

1.1 ft

1V : 2H 1V : 2H

12 ft 12 ft

3.0 ft 74 ft

543810.48/1814445.65/2706.0 543751.28/1814402.08/2703.5

68+

68+

68+

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed elev. 2711.8' Prop. channel

Existing ground

Flow

Slope 3.4%

Slope 3.5% elev. 2703.5' DS invert elev. 2709.1' prop. channel m in

' m in

Flow elev. 2706.0' US invert

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap road grade road centerline see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap

Traveled way surface elevation 100yr water

50 30 2040 10 0 10 20 30 40 5060 60

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.4

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

68 ft

AOP

6.1 ft

Riprap Riprap

5.2 ft

NA

N

0.054 ft/ft

100 100

1V : 2H

12 ft 12 ft

0.04 ft/ft

3 ft 3 ft

PLAN AND PROFILE

AOP CULVERT

FSR 5140 MP 10.220 cfs

70 cfs 1.3 ft

0.7 ft

1V : 2H

632584.6/1781764.0/4705.30 632594.8/1781696.6/4702.57

[1]

+40

+60

FOOTNOTE:

pay item 62201-0700.

on slope as directed by CO under

Remove existing debris and place [1]

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed elev. 4707.8' Prop. channel

Existing ground

Remove existing 24" CMP

Flow

Flow

Slope 5.4% elev. 4702.6' DS invert m in m in

Slope 4.0% debris in channel Remove existing elev. 4711.4' Prop. channel see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap road centerline

144-inch pipe culvert see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap elev. 4705.3' downstream invert

Traveled Way surface elevation 100yr water

F.10 WA FS ERFO 2017(1)-23(3)

DETAILS

RIPRAP HEADWALL

STATE PROJECT

L e o n

J

N e ig h o

C h e c k e d b y

D e s ig n e d b y

U

S S u r ft p w w o r k d w a e f1 e k .d g n

N o v e m b e r

NOTE:

FOOTNOTE:

Sl op e

PIPE BEVEL DETAIL

Sl op e

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOP

(DIAMETER OR SPAN GREATER OR EQUAL TO 48-INCHES)

(DIAMETER OR SPAN LESS THAN 48-INCHES)

.2

D o r R

.2

D o r R o r R is e

R

D ia m e te r

D o r R is e

R

D ia m e te r

D

W

RIPRAP END TREATMENT

Sl op e

FRONT VIEW SIDE VIEW

24" shown in the plans

Streambed material where shown in the plans

Streambed material where

V a r ia b le R is e

W2

Variable W2

V a r ia b le R is e

[1]

[1]

Manufacturer's standards

0.25 D or R or per the

Optional

Skew

Placed riprap

Placed riprap

NO SCALE

geotextile filter, class 1, type C

Place earthwork geotextile between riprap and soil.

Contractor to field verify all invert elevations, prior to installation.

2.

1.

[3

" m in

[2 class 1, type C geotextile filter, diameter or 24" minimum. 2 1 [4] shown on site specific details, whichever is greater.

Construct riprap end treatment to a thickness of 36-inches or as[3]

Riprap end treatment slope to match roadway embankment slope.[2]

Bevel to match roadway embankment.[1]

[4][4]

NO SCALE

SECTION A-A

PLAN

F lo w

A A

B

B

NOTE:

FOOTNOTE:

3.

2.

1.

Streambed sediment

Streambed cobble

Pipe arch culvert wall

Box culvert wall boulder

Fish passage

Stagger in-channel fish passage boulder within the culvert span.

streambed cobble, and bank stone gradations.

See special contract requirements for streambed sediment, Mix streambed cobbles evenly throughout streambed sediment.

[2]Bank stones

[1] d e p th b u r ia l b u r ia l d e p th

Round pipe culvert wall top

Streambed

TREATMENT

CULVERT INTERIOR

SIMULATED STREAM

depressed low-flow

Channel flowline with

18-inches or as specified on plan sheet.[4] dimension.

smallest4 3 Embed fish passage boulders within active channel [3] streambed sediment.

Construct well defined banks with bank stone and[2] parabolic shape. Include meandering depressed low-flow.

Slope streambed aggregate towards flowline to ensure[1]

F.11

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c p w w o r k d w a e f1 e l.

d g n

WA FS ERFO 2017(1)-23(3)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

W

Flow

D2

SECTION B-B

LC

D

D ty p

D ty p

(typ.)

(typ.)

36" min.

or Length on plan sheet boulder

Fish passage

[3]Fish passage boulder

[2]Bank stone

Culvert outlet

Culvert wall sediment

Streambed

Culvert inlet

Streambed cobble

Streambed sediment

Channel flowline low-flow through culvert

Meander depressed of revetment

Spaced every 4' on flood plain bench and at toe [1]

CL_SG

CL_SG

MIN

1:4

REVETMENT ENHANCEMENTS

1.5

F.12

STATE PROJECT

NUMBER

SHEET

U

S S u r

D c p w w o r k d w a e f1 e m .d g n

WA FS ERFO 2017(1)-23(3)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

2.5'

Varies

Finished grade

Existing grade

Edge of stream

REVETMENT TYPICAL SECTION

.5 stream and work area Preserve earthen berm between

.5

See section C for details

Turf establishment

Placing conserved topsoil, 6-inch depth

.5

NO SCALE

FOOTNOTE:

(28 CUYD)

Mitigation, streambed material, 18" depth class 3 (60 CUYD) Placed riprap, method B, (62 EACH)

[1]Cuttings, willow pole

(221 SQYD)

class 1, type C geotextile filter, 3.75'

2.

1.

stream bottom and be stable assuming 4-ft/s parallel flow.

diversion structure must have a minimum height of 3-feet above the seperation between the active channel and the work area. The flow

Provide a flow diversion structure when needed to ensure a the work area.

Preserve an earthen berm between the existing active channel and

DETAILS

BARRICADE TYPE 3

QUANTITIES

TRAFFIC CONTROL

TABULATION OF TEMPORARY

FOOTNOTE:

ROAD

CLOSED

ROAD

CLOSED

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 n a .d g

WA FS ERFO 2017(1)-23(3)

C h e c k e d b y

D e s ig n e d b y e p te m b e r

Minimum requirement for pay item 63501-0000.[3]

6 signs to be installed as directed by CO. [2] and FSR 5008-100.

Signs and flagger hours estimated to be used for FSR 4150 [1]