ak-r-kna119201_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2023.09.25 15:59:28 -07'00'

STATE PROJECT

SHEET

NUMBER

AK FWS KNA 1192(1) A.2

SHEET INDEX

A. GENERAL INFORMATION

A.l TITLE SHEET

A.2 SHEET INDEX

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-2 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1 TYPICAL SECTION

D. PLAN-PROFILE

D.l TABULATION OF PLAN AND PAVEMENT

QUANTITIES

D.2 EARTHWORK SUMMARY

D.3 CONNECTION DETAILS

D.4-9 PLAN - PROFILE

D.10 SURVEY CONTROL

E. (NOT USED)

F. EROSION CONTROL

F.1 TABULATION OF EROSION CONTROL

QUANTITIES

F.2-4 EROSION CONTROL PLANS

F. 5-9 STANDARD DRAWINGS AND DETAILS

G. DRAINAGE

G.1 TABULATION OF DRAINAGE QUANTITIES

G.2-4 CULVERT PLAN-PROFILE

G.5-10 STANDARD DRAWINGS AND DETAILS

G.11 RIPRAP HEADWALL DETAILS

G.12 LARGE CULVERT REINFORCED CONCRETE

COLLAR DETAILS

G.13 SIMULATED STREAM CULVERT TREATMENT

G.14 CULVERT SEDIMENT RETENTION SILL

DETAILS

G.15 ROCK WEIR DETAIL

H. TEMPORARY TRAFFIC CONTROL

H.l TABULATION OF TEMPORARY TRAFFIC

CONTROL QUANTITIES

H.2-6 STANDARD DRAWINGS

H.7-12 AOP CONSTRUCTION STAGING PLAN

H.13 AOP CONSTRUCTION STAGING - SECTION

DETAILS

H.14 BIPARTISAN INFRASTRUCTURE LAW SIGN

H.15 SWPPP SIGN

SHEET INDEX

Sheet and Description

SECTION D SECTION F SECTION G SECTION H

PLAN-PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0030 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION LPSM All ALL

A0070 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER ACRE 2.0 0.1 2.1

A0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 600 30 630

A0090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 6,100 300 6,400

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (AT INLET) LNFT 90 10 100

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 26 2 28

A0120 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0130 20101-0000 CLEARING AND GRUBBING ACRE 2.0 0.1 2.1

A0140 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 1 4

A0150 20401-0000 ROADWAY EXCAVATION CUYD 945 50 995

A0160 20403-0000 UNCLASSIFIED BORROW CUYD 1,845 95 1,940

A0170 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (HEADWALL) CUYD 20 1 21

A0180 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 (HEADWALL) CUYD 241 14 255

A0190 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,195 215 4,410

A0200 60201-1000 36-INCH PIPE CULVERT LNFT 68 4 72

A0210 60201-1600 72-INCH PIPE CULVERT LNFT 62 3 65

A0220 60201-2200 108-INCH PIPE CULVERT (AOP) LNFT 216 11 227

A0230 60202-0800 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 112 118

A0240 60301-0260 156-INCH STRUCTURAL PLATE PIPE (AOP) LNFT 82 4 86

A0250 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0260 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 40 40

A0270 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

A0280 62201-2050 ROLLER HOUR 40 40

A0290 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40 40

A0300 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40 40

A0310 62201-3750 CHAIN SAW HOUR 10

A0320 62301-0000 GENERAL LABOR HOUR 40 40

A0330 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 2.2 0.1 2.3

A0340 62501-0000 TURF ESTABLISHMENT ACRE 2.2 0.1 2.3

A0350 62701-0000 SOD (VEGETATIVE MAT) SQYD 250 20 270

A0360 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 50 3 53

A0370 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 200 10 210

A0380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 360 20 380

A0390 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 750 750

MileStone: 100% Report Date: 09/12/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

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A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FWS KNA 1192(1)AK

NUMBER

Sheet and Description

SECTION D SECTION F SECTION G SECTION H

PLAN-PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0400 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 80 5 85

A0410 63703-0000 RESIDENTIAL HOUSING EACH 1

A0420 63704-0000 VEHICLE EACH 1

A0430 64704-1000 MITIGATION, STREAMBED MATERIAL (SIMULATED STREAM CULVERT TREATMENT) CUYD 681 39 720

A0440 64704-1500 MITIGATION, STREAMBED CHANNEL REALIGNMENT CUYD 34 2 36

A0450 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION CUYD 32 2 34

A0460 64704-2000 MITIGATION, ROCK WEIR CUYD 19 1 20

A0470 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TRAFFIC) LPSM All ALL

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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.2FWS KNA 1192(1)AK

NUMBER

EPOCH DATE : 2010.00

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

19101 2368909.058 1620197.011 291.747 60°29'03.355317"N 150°06'43.562919"W 324.7754 0.999884973 5/8" IR W/FHWA ALUM CAP

19102 2368739.068 1619665.714 284.506 60°29'01.672044"N 150°06'54.161091"W 317.5029 0.999885345 5/8" IR W/FHWA ALUM CAP

19103 2368597.421 1619313.582 284.702 60°29'00.270840"N 150°07'01.184131"W 317.6789 0.999885353 5/8" IR W/FHWA ALUM CAP

19104 2368472.637 1618796.627 286.787 60°28'59.032673"N 150°07'11.497174"W 319.7327 0.999885281 5/8" IR W/FHWA ALUM CAP

19105 2368242.301 1618157.933 327.423 60°28'56.752454"N 150°07'24.235710"W 360.3326 0.999883376 5/8" IR W/FHWA ALUM CAP

19201 2358747.112 1584701.997 426.631 60°27'22.152825"N 150°18'31.047026"W 457.5214 0.999881709 5/8" IR W/FHWA ALUM CAP

19202 2358500.723 1584348.388 409.781 60°27'19.709767"N 150°18'38.075311"W 440.6589 0.999882558 5/8" IR W/FHWA ALUM CAP

19203 2358384.643 1584240.447 412.545 60°27'18.561477"N 150°18'40.216823"W 443.4215 0.99988244 5/8" IR W/FHWA ALUM CAP

19303 2353339.390 1582903.931 286.945 60°26'28.807816"N 150°19'06.381558"W 318.0264 0.999888594 5/8" IR W/FHWA ALUM CAP

19305 2354073.042 1583370.479 350.505 60°26'36.055692"N 150°18'57.152312"W 381.5783 0.999885502 5/8" IR W/FHWA ALUM CAP

22301 2353772.711 1583164.896 327.284 60°26'33.087999"N 150°19'01.221494"W 358.3594 0.999886636 5/8" IR W/FHWA ALUM CAP

22302 2353552.138 1583000.700 300.738 60°26'30.907778"N 150°19'04.473196"W 331.814 0.999887924 5/8" IR W/FHWA ALUM CAP

22304 2353149.846 1582832.174 275.888 60°26'26.937575"N 150°19'07.793552"W 306.9752 0.999889131 5/8" IR W/FHWA ALUM CAP

PROJECT :Skilak Lake Road AOP Improvements

DATE OF FIELD WORK : 10/2019, 9/2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :Alaska Zone 4 SPCS NAD83 2011

DESIGN SOFTWARE COORDINATE SYSTEM:AK83/2011-4F NSRS11(NAD83/2011)

datum, Alaska State Plane; Zone 4, US Foot 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.

Site 1 (Jean Creek)

Site 2

Site 3

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STATE PROJECT

D.

SHEET

NUMBER

FWS KNA 1192(1)AK

SURVEY CONTROL

Clinton.Choy Rectangle PSE Comment: What are the information only quantities for these LPSM Pay Items? We should be providing these so bidders can bid on these pay items, and WFL-Construction has a basis for the bids that are submitted.

stacy.bluhm Sticky Note PM Response: Given that the temporary stream diversions are to be developed by the contractor, we cannot provide a lump sum breakdown.

Clinton.Choy Sticky Note PSE Response: Even though the PS&E requires the Contractor to develop stream diversions, we should be looking a the individual components involved with this pay item. That said, the designer indicated the EEBACS bid history was used to estimate the cost since a detailed estimate for this work was not done, but the designer indicated that they have evaluated the construction limits needed to construct the required temporary stream diversions.

10.4 x 16 20301 -1900

25101 -0200

25101 -2300

60201 -1000

60201 -1600

60201 -2200

60202 -0800

60301 -0260

62701 -0000

64704 -1000

64704 -1500

64704 -1600

64704 -2000

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REMARKS

See below for numbered notes

FEET CUYD EACH CUYD CUYD LNFT LNFT LNFT LNFT LNFT SQYD CUYD CUYD CUYD CUYD Lt Rt

Jean Creek

212+58 7 525 68 82 52 337 32 7 GS 1.5 1.5

213+05 7 131 34 62 --- GS 1.5 1.5

Lower Ohmer Creek 253+99 1

254+03 8 51 20 68 3 GS 1.5 1.5

254+83 1

255+05 6 393 60 98 118 181 18 39 GS 1.5 1.5

Unnamed Creek

304+78 8 482 53 118 80 163 16 19 53 GS 1.5 1.5

305+08 6 173 26 112 52 GS 1.5 1.5

305+20 1

PROJECT TOTAL 1755 3 20 241 68 62 216 112 82 250 681 34 32 19

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel required by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 6. Structural excavation quantity based on material excavated inside the vertical planes located P Plastic

3. Aluminum pipe culvert minimum wall thickness is the 18 inches outside and parallel to the limits of footings or foundations. (blank) Any appropriate material thickness required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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STATE PROJECT

G.1

SHEET

NUMBER

FWS KNA 1192(1)AK

Note: The quantities shown hereon are approximate and are subject to field adjustments.