Finalized or-14003_plans.pdf

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Lake Buck

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N A T I O N A L

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SCALE IN MILES

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KLAMATH FALLS

N A T I O N A L F O R E S T

W I N E M A

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F O R E S T

Aspen Lake

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PROJECT LOCATION

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Malheur Lake

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Klamath

Upper

Abert

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OREGON KEY MAP

LAKE N.P.

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REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

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WASHINGTON

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NEVADACALIFORNIA

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FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MITIGATION SITE FOR OR 140

Construct wetland mitigation area on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

PLANS PREPARED BY

Western Federal Lands Highway Division

Acting Chief of Engineering, DATE

LAKE

KLAMATH

UPPER

Valley

Swan Lake

PLANS FOR PROPOSED PROJECT

DOT 140(3) OR

OREGON

KLAMATH COUNTY

OREGON DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

SPECIFICATION:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT MANAGER

H. OPPENHEIMER

APPROVED:

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STATE PROJECT

NUMBER

SHEET

OR DOT 140(3) A.1

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1000 184937.534 249871.490 4213.120 42° 15' 26.57583" N 121° 47' 47.46132" W 4138.6858 1.00000237 FD 2-1/2" ALUMINUM CAP "T38S R9E S18,17,19,20 O 1.

1001 187107.723 245522.284 4152.482 42° 15' 47.98209" N 121° 48' 45.30569" W 4077.9952 1.00000542 FD YPC "LS58985"

1002 187084.061 245577.760 4152.065 42° 15' 47.74880" N 121° 48' 44.56784" W 4077.5794 1.00000544 FD RPC "ADKIN CONSULT ENG LLC"

1004 187068.736 245613.997 4151.444 42° 15' 47.59771" N 121° 48' 44.08586" W 4076.9582 1.00000547 FD YPC "LS58985"

1005 186979.709 245797.232 4155.242 42° 15' 46.71975" N 121° 48' 41.64865" W 4080.7588 1.00000528 FD YPC "LS58985"

1006 186908.288 245924.554 4157.848 42° 15' 46.01527" N 121° 48' 39.95507" W 4083.3664 1.00000515 FD YPC "RHINE CROSS GROUP LLC"

1007 186716.184 246210.079 4152.792 42° 15' 44.11996" N 121° 48' 36.15686" W 4078.3132 1.00000538 FD RR SPIKE

1008 186582.839 246376.939 4152.075 42° 15' 42.80415" N 121° 48' 33.93703" W 4077.5963 1.00000541 FD RR SPIKE

1009 186316.638 246622.902 4144.436 42° 15' 40.17671" N 121° 48' 30.66426" W 4069.9584 1.00000576 FD YPC "RHINE CROSS GROUP LLC"

1010 186314.239 246467.993 4143.239 42° 15' 40.15196" N 121° 48' 32.72389" W 4068.7579 1.00000583 FD 5/8" REBAR

1011 186313.100 246390.596 4144.311 42° 15' 40.14018" N 121° 48' 33.75294" W 4069.8284 1.00000578 FD 5/8" REBAR LEANING SOUTHERLY

1012 186428.358 246250.094 4143.867 42° 15' 41.27755" N 121° 48' 35.62213" W 4069.3831 1.00000581 FD YPC "RHINE CROSS GROUP LLC"

1013 186557.116 246089.033 4144.174 42° 15' 42.54810" N 121° 48' 37.76480" W 4069.6894 1.0000058 FD YPC "RHINE CROSS GROUP LLC"

1014 186789.747 245727.673 4146.025 42° 15' 44.84310" N 121° 48' 42.57169" W 4071.5368 1.00000572 FD 5/8" REBAR

1015 186790.422 245513.244 4145.565 42° 15' 44.84822" N 121° 48' 45.42279" W 4071.0722 1.00000575 FD YPC "RHINE CROSS GROUP LLC"

1016 186804.058 245477.292 4145.487 42° 15' 44.98264" N 121° 48' 45.90095" W 4070.994 1.00000576 FD RPC "ADKIN CONSULT ENG LLC"

1017 187231.970 245195.914 4150.601 42° 15' 49.20683" N 121° 48' 49.64647" W 4076.1104 1.00000552 FD YPC "RHINE CROSS GROUP LLC"

1018 187395.578 244765.770 4162.716 42° 15' 50.81947" N 121° 48' 55.36751" W 4088.2203 1.00000496 FD 5/8" REBAR

1019 187412.540 244578.126 4156.909 42° 15' 50.98556" N 121° 48' 57.86270" W 4082.4095 1.00000525 FD RPC "ADKIN CONSULT ENG LLC"

1020 187639.089 243986.208 4152.141 42° 15' 53.21845" N 121° 49' 05.73557" W 4077.638 1.0000055 FD RPC "ADKIN CONSULT ENG LLC"

1021 187642.423 243978.166 4152.067 42° 15' 53.25132" N 121° 49' 05.84253" W 4077.5634 1.0000055 FD YPC "RHINE CROSS GROUP LLC"

1022 187642.961 243476.622 4156.947 42° 15' 53.25260" N 121° 49' 12.51140" W 4082.4348 1.00000529 FD YPC "RHINE CROSS GROUP LLC"

1023 187342.380 244063.782 4153.567 42° 15' 50.28863" N 121° 49' 04.70094" W 4079.0568 1.00000543 FD YPC "RHINE CROSS GROUP LLC"

1024 187342.284 244044.623 4154.835 42° 15' 50.28754" N 121° 49' 04.95569" W 4080.3239 1.00000537 FD YPC "RHINE CROSS GROUP LLC"

1025 185506.518 247610.970 4158.234 42° 15' 32.18209" N 121° 48' 17.52006" W 4083.7613 1.00000507 FD YPC "RHINE CROSS GROUP LLC"

1026 185429.232 247547.653 4156.028 42° 15' 31.41838" N 121° 48' 18.36122" W 4081.5527 1.00000518 FD YPC "RHINE CROSS GROUP LLC"

1027 185264.561 246657.819 4146.075 42° 15' 29.78616" N 121° 48' 30.19042" W 4071.5791 1.00000569 FD YPC "RHINE CROSS GROUP LLC"

1028 185257.610 247876.563 4167.645 42° 15' 29.72543" N 121° 48' 13.98679" W 4093.1733 1.00000461 FD 5/8" REBAR BENT NORTHERLY, TIED SPINHOLE

1029 185191.138 247801.568 4164.642 42° 15' 29.06846" N 121° 48' 14.98331" W 4090.1677 1.00000476 FD YPC, DAMAGED AND LEANING WESTERLY

1030 184964.427 248079.938 4172.194 42° 15' 26.83109" N 121° 48' 11.28043" W 4097.7209 1.00000439 FD YPC "RHINE CROSS GROUP LLC"

1031 184917.692 247991.494 4164.416 42° 15' 26.36897" N 121° 48' 12.45592" W 4089.9409 1.00000476 FD RR SPIKE "LS 58985"

1032 184935.794 247877.767 4164.289 42° 15' 26.54704" N 121° 48' 13.96809" W 4089.8121 1.00000477 FD RR SPIKE "LS 58985"

1033 184649.624 248221.242 4182.948 42° 15' 23.72281" N 121° 48' 09.39919" W 4108.4722 1.00000387 FD YPC "RHINE CROSS GROUP LLC"

1034 184015.559 248323.071 4183.587 42° 15' 17.46112" N 121° 48' 08.04021" W 4109.1021 1.00000384 FD YPC "RHINE CROSS GROUP LLC"

1035 183669.962 248439.031 4190.324 42° 15' 14.04853" N 121° 48' 06.49578" W 4115.8347 1.00000351 FD YPC "RHINE CROSS GROUP LLC"

1036 184935.821 248094.514 4165.846 42° 15' 26.56049" N 121° 48' 11.01237" W 4091.373 1.00000469 FD YPC "RHINE CROSS GROUP LLC"

1037 184935.999 248150.702 4166.189 42° 15' 26.56382" N 121° 48' 10.26536" W 4091.7175 1.00000467 FD YPC "RHINE CROSS GROUP LLC"

1038 186317.766 246700.344 4153.743 42° 15' 40.18837" N 121° 48' 29.63460" W 4079.2662 1.00000532 FD RR SPIKE

PROJECT : OR140 Klamath Falls Marina Mitigation site

FIELD WORK BY ODOT

PROJECT UNITS : International foot

COORDINATE SYSTEM : Oregon, OCRS Bend-Klamath zone VERTICAL DATUM :Orthometric elevations based on the NAVD88 GEOIS12a

EPOCH DATE :2010.00000

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.

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STATE PROJECT SHEET

NUMBER

DOT 140( )OR

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

7000 187052.393 245612.931 4151.267 42° 15' 47.43629" N 121° 48' 44.09988" W 4076.784 1.00000548 PREMARK 1.

7001 186544.270 245412.195 4147.533 42° 15' 42.41638" N 121° 48' 46.76393" W 4073.036 1.00000566 PREMARK

7002 185930.489 245182.151 4148.683 42° 15' 36.35271" N 121° 48' 49.81649" W 4074.17 1.00000562 PREMARK

7003 186958.684 245844.173 4156.748 42° 15' 46.51243" N 121° 48' 41.02431" W 4082.267 1.0000052 PREMARK

7004 186740.003 246169.308 4153.207 42° 15' 44.35493" N 121° 48' 36.69917" W 4078.728 1.00000536 PREMARK

PROJECT : OR140 Klamath Falls Marina Mitigation site

FIELD WORK BY ODOT

PROJECT UNITS : International foot

COORDINATE SYSTEM : Oregon, OCRS Bend-Klamath zone VERTICAL DATUM :Orthometric elevations based on the NAVD88 GEOIS12a

EPOCH DATE :2010.00000

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.

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STATE PROJECT SHEET

NUMBER

DOT 140( )OR

SURVEY CONTROL

Sheet 2 of 2

Sheet and Description

C D E

TYPICAL

SECTIONS

MITIGATION

SITE

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL (FLOATING TURBIDITY CURTAIN, TYPE 2 DOT) LPSM ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,870 130 2,000

A0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (WITH WHEEL WASH) EACH 1 1

A0180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FOAM-FILLED CMP PIPE) LPSM All ALL

A0200 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D SQYD 2,535 250 2,785

A0220 25125-0000 BOULDER (3 FT X 3 FT MINIMUM) EACH 10 10

A0240 60201-1000 36-INCH PIPE CULVERT LNFT 110 10 120

A0260 60420-0000 OUTLET STRUCTURE EACH 1 1

A0280 61902-0000 GATE EACH 1 1

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10 10

A0320 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 10 10

A0340 62301-0000 GENERAL LABOR HOUR 10 10

A0360 62501-0000 TURF ESTABLISHMENT ACRE 18.5 18.5

A0380 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0400 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 10,950 150 11,100

A0420 63701-0000 FIELD OFFICE EACH 1 1

A0440 64701-1000 MITIGATION, WETLANDS MITIGATION LPSM All ALL

A0460 64703-5000 MITIGATION, ROOT WAD (WOODY DEBRIS PILE) EACH 4 4

A0480 64703-5000 MITIGATION, ROOT WAD EACH 37 37

MileStone: 100% Date Completed: 10/22/20 Report Date: 10/22/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1DOT 140(3)OR

SHEET

NUMBER

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