ak-b-gfo201901_PLANS.pdf

BRENT L

COE

Digitally signed by

BRENT L COE

Date: 2022.03.17 07:16:07 -07'00'

3/17/22

11".JDEX TO SHEETS

A. GEr\lESAL INFORMATION

A.1 TTTLF SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

VICHiiITY M/\P

B. SUMMARIES

B.1-2 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

\_, HPICAL SECTIONS

D. PLAN & PROFILE

D.l

D.2

D.3

MAINLINE Af\lD ROADWAY DIVERSIOf\i QUANTITIES

Mt\lNUNE PLAl'J Al'JD PROFILE

ROADWAY DIVERSION PLAN AND PROFILE

0.4 STAGTNG ARF.:A

D.5 SURVEY CONTROL

D.6 SURVEY CONTROL MAP

D. SELECTIVE CLEf\RING LIMITS

E. EROSION CONTROL

E.1 MAINLINE AND DIVERSION EROSION CONTROL PLANS

E.2 STAGING AREA EROSION CONTROL PLAf\iS s:: ".? ROLEED EROSION CONTROE PRODUCT LOC/\TIONS

E.4 TEMEORP·.RY DIVERSION CHANNELS

F.:.5 STLT FEl'JCE

E.6 FIBER ROLL

E.7 ROLLED EROSION CONTROL PRODUCT ON SLOPES

E.8 SWPPP SIGN DETAIL

F. STRUCTURES

F.1 PLAN AND ELEVATION

F.2 GENERAL NOTES

s:: ".? FOUNDATION UWOUT

F.4 ABUTMENT LWOUT

F.5 .ARUTME'!'JT FNDWA! L

F.6 ABUTMENT WINGWALL

F.7 TYPICAL SECTION & FRAMING

F.8 EXTERIOR GIRDER

F.9 INTERIOR GIRDER

F.JO GTRDF.R SECTION

F.11 EXTERIOR GIRDER TOP FLANGE

F.12 lf\iTERIOR GIRDER TOP FLANGE

F.13 GIRDER DETi\ILS

F.14 BRIDGE RAILING

F.J 5 PAIL TRANSITION

F.16 REINFORCING

INDEX TO SHEETS

C. RIIVEGETATI0rP

G 1 PLANTINGS

G.2 WILLOW AND COTTONWOOD INSTALLATION DETAILS

H. HYDH-AULICS

H.1 SOURDOUGH BRIDGE RIPR/1.P ELEVATIONS

H2 SOURDOUGH RRT!1GF RTPRAP P! Al'J

I. TEMPORARY TRAFFIC CONTROL

I. l

TEMPORARY TRAPFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL

J. PERMANENT TRAFFIC CONTROL

J.l

J.2

J.3

PERMAf\lENT TRAFFIC COf\lTROL QUANTITIES

PERMNJENT TRAPFIC CONTROL

AL\fSKA DELINEATORS

STATE PRO.1FCT

AK BLM GFO 2019(1)

INDEX TO SHEETS

SHEET

\fUMDER

A.2

AK BLM GFO 2019(1) A.3

Sheet and Description

Section D Section E Section F Section G Section H Section I Section J

Plan & Profile Erosion Control Structures Revegetation Hydraulics Temporary Traffic Control

Permanent Traffic Control 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 LPSM All ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,012 88 1,100

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,028 52 1,080

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0200 20101-0000 CLEARING AND GRUBBING ACRE 1.4 0.1 1.5

A0220 20201-0000 SELECTIVE CLEARING ACRE 0.3 0.3

A0240 20301-2400 REMOVAL OF SIGN EACH 8 8

A0260 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0280 20403-0000 UNCLASSIFIED BORROW CUYD 3,104 316 3,420

A0300 20801-0000 STRUCTURE EXCAVATION CUYD 190 190

A0320 20803-0000 STRUCTURAL BACKFILL CUYD 200 200

A0340 20820-0000 DEWATERING LPSM All ALL

A0360 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5 CUYD 860 90 950

A0380 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 512 88 600

A0400 30303-3000 ROADWAY RECONDITIONING SQYD 432 28 460

A0420 55101-2100 STEEL H-PILE, 14X 117, IN PLACE LNFT 630 630

A0440 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2

A0460 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 75 75 Contract quantity

A0480 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE) CUYD 30 30 Contract quantity

A0500 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE

GIRDER (42-INCH) LNFT 364 364

A0520 55401-1000 REINFORCING STEEL LB 4,673 4,673 Contract quantity

A0540 55401-2000 REINFORCING STEEL, EPOXY COATED LB 2,048 2,048 Contract quantity

A0560 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (TUBE) LNFT 240 240 Contract quantity

A0580 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8

A0600 57502-0000 TEMPORARY BRIDGE LPSM All ALL

A0620 61901-0000 FENCE (TEMPORARY) LNFT 197 23 220

A0640 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0660 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

A0680 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

A0700 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0720 62301-0000 GENERAL LABOR HOUR 40 40

A0740 62501-0000 TURF ESTABLISHMENT ACRE 2.6 2.6

A0760 62631-0000 PLANTINGS (RIPARIAN) ACRE 0.1 0.1

A0780 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 2,124 116 2,240

MileStone: 100% Date Completed: In Progress Report Date: 03/11/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-M ar

-2

9:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

M yF ile s\

D es ig n\

So ur do ug h C am pg ro un d

B ri dg e\

0% t o

A cq ui si ti on s W or ki ng

0%

S um m ar y of

Q ua nt it ie s.

xl sm ]S he et

STATE PROJECT

B.1BLM GFO 2019(1)AK

SHEET

NUMBER

Sheet and Description

Section D Section E Section F Section G Section H Section I Section J

Plan & Profile Erosion Control Structures Revegetation Hydraulics Temporary Traffic Control

Permanent Traffic Control Allowance Bid

Schedule

A0800 63301-0000 SIGN SYSTEM EACH 2 2

A0820 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0840 63309-0000 DELINEATOR EACH 12 12

A0860 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0880 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0900 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 430 50 480

-M ar -2

9:

A M

MileStone: 100% Date Completed: In Progress Report Date: 03/11/22

C

M yF ile s\

D es ig n\

So ur do ug h C am pg ro un d

B ri dg e\

0% t o

A cq ui si ti on s W or ki ng

0%

S um m ar y of

Q ua nt it ie s.

xl sm ]S he et

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.2BLM GFO 2019(1)AK

NUMBER

N

Line to be constructed

Edge of roadway

Slope stake limits

See F Sheets

12+26.49 to 13+18.49

Sourdough Campground Bridge

See H Sheets

Placed riprap, method B, class 5

[1] Temporary power line

(to remain)

Underground power line

(to be relocated)

[1]

Underground power line

Existing ground

Profile grade

END PROJECTBEGIN PROJECT

S74°3 8'05"W

S78°42'01"W e = 3.0%

'106.44L =

'53.24T =

'1,500.00R =

(RT)04°03'56"Δ =

11+49.31PI

e = 3.0% '322.30L = '161.87T = '1,400.00R =

(RT)13°11'26"Δ =

14+83.93PI 1

.0

P C

.5

T

.0

C

1 1

2 1 3 1

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

1,880 1,880

1,890 1,890

1,900 1,900

-1.422%

-0.996%

-2.811%

+2.053

.8

.6

.4

' VC91

50.00K =

'226.68SSD =

' VC128

300K =

'INFHLSD =

' VC122

25K =

'159.20HLSD =

,8

.7

El= 1887.71 E= 1721730.36 N= 3116079.25

15+94.00

AK BLM GRO 2019(1)

El= 1894.78 E= 1722301.37 N= 3116176.35

10+13.04

AK BLM GRO 2019(1)

MAINLINE PLAN AND PROFILE

Exact location may vary slightly, within Selective Clearing area.

after Selective Clearing is performed (see Sheet D.7) and prior to removal of existing bridge.

Underground power line to be rerouted to temporary power line by Copper Valley Electric Association,[1]

FOOTNOTES:8

:2

A

M o v e m b e r

M a in li n e

P la n

S h e e t] c p w

-w o rk

\d \a k -b

-g fo

P

L N

.d g n

STATE PROJECT

NUMBER

AK BLM GFO 2019(1) D.2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

19101 3117130.099 1722095.848 1896.176 62°31'48.698350"N 145°30'59.027795"W 1943.1034 0.999814927 5/8" IR w/FHWA Alum Cap 1.

19102 3116146.194 1722340.289 1894.888 62°31'38.992992"N 145°30'53.975309"W 1941.7966 0.999815035 5/8" IR w/FHWA Alum Cap

19103 3116089.880 1721706.878 1887.572 62°31'38.485195"N 145°31'07.483466"W 1934.489 0.999815266 5/8" IR w/FHWA Alum Cap

PROJECT :Sourdough Campground Bridge DATE OF FIELD WORK : September 2019

EPOCH DATE : 2010.0000

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska zone 3 SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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.

C

M yF ile s\

D es ig n\

S ou rd ou gh C am pg ro un d B ri dg e\ w or ki ng

S ou rd ou gh _B ri dg e_ co nt ro ls he et .x ls x]

Sh ee t 9-

N ov

-2

7:

A

M W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.5

SHEET

NUMBER

BLM GFO 2019(1)AK

SURVEY CONTROL

50 10002550

Scale in feet

N

Selective clearing

E=1722269.64

N=3116131.85

E=1722275.06

N=3116102.35

E=1722259.11

N=3116128.13 E=1722076.77

N=3116072.20 E=1722020.99

N=3116061.96 E=1721897.21

N=3116057.45

E=1721882.09

N=3116057.28

E=1721887.51

N=3116027.78

E=1721902.63

N=3116027.94

E=1722026.41

N=3116032.45

E=1722082.19

N=3116042.70

E=1722264.53

N=3116098.62

:3

A

M o v e m b e r

P la n

S h e e t] c p w w o r k

\d

\D

S e le c ti v e C le a r in g L im it s .d g n

SELECTIVE CLEARING LIMITS

STATE PROJECT

NUMBER

AK BLM GFO 2019(1) D.7

AK BLM GFO 2019(1) E.4

AK BLM GFO 2019(1) E.5

AK BLM GFO 2019(1) E.6

AK BLM GFO 2019(1) E.7

SWPPP

Permit: 123456789 Contact: First Last Phone: 123-456-7890

SWPPP NOTICE SIGN [1]

[1] B ack border and text on white background. Fabricate sign panel from aluminum. Adjust text as needed for specific project information.

FOOTNOTE:

42"

3"

4"C

3.5"

2.5"B

3"

2"C

14"

2" 2"C

BORDER R = 11

8" TH = 5 8" IN = 38"

AK BLM GFO 2019(1) J.3