Project Information 13/Adde… · 08/02/2019 · 059 714 4099 PIPE CONDUIT 18IN-APPROACH LF 52.200 060 714 4106 PIPE CONDUIT ... 077 752 0911 TEMPORARY SAFETY FENCE LF 168. 078 754

Plan Addendum Summary and Approval Page 1

PLAN ADDENDUM SUMMARY AND APPROVAL

Project Information

Project: NH‐2‐013(060)243 PCN: 21701

Location: Jct. 30‐Lehr E to E Jct. 56‐Kulm

Date: 2/4/19 Lead Designer: Aaron Murra

Bid Opening Date: 2/8/19 JOB#: 13 Addendum#: 2

Section Sheet Description of Change

2 1‐2 Added Sheets 9 and 10 to Section 11.

6 1‐2 Adjusted note 203‐010 to include additional embankment volume requirements and added note 203‐P02.

8 1‐3 Adjusted quantities for Common Excavation – Type B, Borrow‐Excavation, Water, and Traffic Control Signs. (See summary below)

11 1‐10

Separated the grade raise and sliver grade quantities. Switched to 100% added volume for embankments under elevation 1993.0. Added missing stations to earthwork tabulation tables. Added two sheets of earthwork tabulation and readjusted sheet numbering. Readjusted mass diagram for additional fill and third borrow location.

51 6 Allowable pipe list update for jacked and bored pipe.

100 1 Removed signs CW21‐10 and CW21‐10a.

‐ ‐ Included documentation for Hahne, Haag, and Lautt borrow areas. APPROVAL Should the revisions described above be processed as a plan addendum? __X___ Yes ______ No Roger Weigel /s/________________________________ 2/5/19_________ Roger Weigel, P.E. – Design Engineer Date

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

$$$$$ 000 $$$$$ 00

PROPOSAL FORMNorth Dakota Department of Transportation

013Page 5 of 12

2/5/2019

JobFebruary 08, 2019BID OPENING:

CodeNo.

Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further than three (3) decimal places.

ItemNo.

Projects: NH-2-013(060)243 (PCN-21701) and HEN-2-281(043)048 (PCN-21745)Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

ESCROW OF BID DOCUMENTATION 1.002 103 0200 L SUM

RAILWAY PROTECTION INSURANCE 1.003 107 0100 L SUM

REMOVAL OF PAVEMENT 2,045.004 202 0136 TON

REMOVAL OF END SECTION-ALL TYPES & SIZES 61.005 202 0169 EA

REMOVAL OF PIPE ALL TYPES AND SIZES 237.006 202 0174 LF

COMMON EXCAVATION-TYPE B 14,440.007 203 0102 CY

TOPSOIL 97,390.008 203 0109 CY

COMMON EXCAVATION-SUBCUT 4,433.009 203 0138 CY

BORROW-EXCAVATION 207,745.010 203 0140 CY

WATER 5003,406.011 216 0100 M GAL

SEEDING CLASS II 882166.012 251 0200 ACRE

TEMPORARY COVER CROP 882166.013 251 2000 ACRE

STRAW MULCH 764333.014 253 0101 ACRE

ECB TYPE 1 4,896.015 255 0101 SY

TRM TYPE 1 30,975.016 255 0201 SY

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


013Page 6 of 12

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CodeNo.


ItemNo.


RIPRAP GRADE II 5001,197.017 256 0201 TON

SILT FENCE SUPPORTED 4,486.018 260 0200 LF

REMOVE SILT FENCE SUPPORTED 4,486.019 260 0201 LF

FIBER ROLLS 12IN 75,350.020 261 0112 LF

REMOVE FIBER ROLLS 12IN 75,350.021 261 0113 LF

FIBER ROLLS 20IN 500586.022 261 0120 LF

REMOVE FIBER ROLLS 20IN 500586.023 261 0121 LF

FLOTATION SILT CURTAIN 1,253.024 262 0100 LF

REMOVE FLOTATION SILT CURTAIN 1,253.025 262 0101 LF

AGGREGATE BASE COURSE CL 5 66,749.026 302 0120 TON

TEMPORARY TRAFFIC SURFACE AGGREGATE 2,965.027 302 0314 TON

TACK COAT 31,885.028 401 0050 GAL

PRIME COAT 28,581.029 401 0060 GAL

FOG SEAL 16,217.030 401 0070 GAL

MILLING PAVEMENT SURFACE 15,486.031 411 0100 TON

RAP - SUPERPAVE FAA 42 59,720.032 430 0142 TON

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


013Page 7 of 12

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CodeNo.


ItemNo.


CORED SAMPLE 440.033 430 1000 EA

PG 58S-28 ASPHALT CEMENT 2,688.034 430 5803 TON

MOBILIZATION 1.035 702 0100 L SUM

FLAGGING 4,060.036 704 0100 MHR

TRAFFIC CONTROL SIGNS 5,195.037 704 1000 UNIT

PORTABLE RUMBLE STRIPS 7.038 704 1048 EA

TYPE III BARRICADE 2.039 704 1052 EA

DELINEATOR DRUMS 21.040 704 1060 EA

TUBULAR MARKERS 329.041 704 1067 EA

FLEXIBLE DELINEATORS 81.042 704 1072 EA

STACKABLE VERTICAL PANELS 126.043 704 1080 EA

VERTICAL PANELS-BACK TO BACK 32.044 704 1081 EA

PILOT CAR 1,500.045 704 1185 HR

FIELD OFFICE 1.046 706 0400 EA

AGGREGATE LABORATORY 1.047 706 0500 EA

BITUMINOUS LABORATORY 1.048 706 0550 EA

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


013Page 8 of 12

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CodeNo.


ItemNo.


CONTRACTOR'S LABORATORY 1.049 706 0600 EA

GEOSYNTHETIC MATERIAL TYPE G 6,991.050 709 0100 SY

GEOSYNTHETIC MATERIAL TYPE RR 3001,718.051 709 0155 SY

PIPE CONC REINF 24IN CL III 858.052 714 0615 LF




CURED-IN-PLACE PIPE-24IN 186.056 714 2524 LF

END SECT-CONC REINF 24IN 12.057 714 3020 EA

END SECT-CONC REINF 30IN 4.058 714 3030 EA

PIPE CONDUIT 18IN-APPROACH 20052.059 714 4099 LF

PIPE CONDUIT 24IN-APPROACH 174.060 714 4106 LF

PIPE CONDUIT 24IN-JACKED OR BORED 75.061 714 4165 LF

PIPE CORR STEEL .064IN 15IN 112.062 714 5010 LF

PIPE CORR STEEL .064IN 18IN 1,529.063 714 5015 LF


SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


013Page 9 of 12

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CodeNo.


ItemNo.



END SECT CORR STEEL .064IN 15IN 2.066 714 5805 EA




CATTLE PASS CONC INTERMED SECTION 434.070 714 9200 LF

REMOVE & RELAY CONC CATTLE PASS END SECTION 16.071 714 9611 EA

REMOVE & RELAY END SECTION-ALL TYPE & SIZES 153.072 714 9660 EA

PLUG PIPE-ALL TYPES & SIZES 1.073 714 9680 EA

RIGHT OF WAY MARKERS 330.074 720 0110 EA

ALIGNMENT MONUMENTS 68.075 720 0125 EA

IRON PIN R/W MONUMENTS 42.076 720 0130 EA

TEMPORARY SAFETY FENCE 168.077 752 0911 LF

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 174.078 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 212.079 754 0112 SF

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 1,943.080 754 0206 LF

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


013Page 10 of 12

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CodeNo.


ItemNo.


REFERENCE MARKER-TYPE C 20.081 754 0563 EA

RESET SIGN PANEL 78.082 754 0592 EA

OBJECT MARKERS - TYPE III 4.083 754 0803 EA

RUMBLE STRIPS - ASPHALT SHOULDER 30038.084 760 0005 MILE

RUMBLE STRIPS - ASPHALT CENTERLINE 20019.085 760 0007 MILE

RUMBLE STRIPS - INTERSECTION 1.086 760 0010 SET

PVMT MK PAINTED-MESSAGE 265.087 762 0103 SF

SHORT TERM 4IN LINE-TYPE NR 589,729.088 762 0430 LF

PVMT MK PAINTED 4IN LINE 305,691.089 762 1104 LF

PVMT MK PAINTED 24IN LINE 48.090 762 1124 LF

MAILBOX-ALL TYPES 11.091 766 0100 EA

REPAIR AND SEALING CULVERT JOINT 27.092 910 0810 EA

POLYURETHANE FOAM - 90 LBS 350.093 930 3639 GAL

PIPE CLEANOUT 2.094 990 0400 EA

BOX CULVERT CLEANOUT 5.095 990 0410 EA

TOTAL SUM BID

STATE PROJECT NO.SECTION

NO.SHEET

NO.

2/4/2019 1:44:28 PM agroff

ND 2

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Revised 2/4/2019

TABLE OF CONTENTS 1

.. .. ....

Section Page(s) DescriptionPLAN SECTIONS

1 Title Sheet12 Table of Contents1 - 24 Scope of Work16 Notes1 - 26 Environmental Notes38 Quantities1 - 310 Basis of Estimate111 Data Tables1 - 1020 General Details1 - 1030 Typical Sections1 - 550 Inlet and Manhole Summary151 Allowable Pipe List1 - 960 Plan & Profile1 - 3075 Wetland Impacts1 - 3176 Temporary Erosion Control1 - 2777 Permanent Erosion Control1 - 2781 Survey Coordinate and Curve Data1 - 382 Survey Data Layouts1 - 5100 Work Zone Traffic Control1 - 7110 Signing1 - 12180 Pit Plats and Borrow Areas1 - 16200 Cross Sections1 - 356200 Pipe Cross Sections357 - 372

Number DescriptionSPECIAL PROVISIONS

SP 003(14) Temporary Erosion and Sediment Best Management PracticesSP 5231(14) Permits and Environmental ConsiderationsSP 737(14) Flexible Pavement Surface ToleranceSP 738(14) Pipe Joint RepairSP 765(14) Cured In Place Pipe (CIPP)

STATE PROJECT NO.SECTION

NO.SHEET

NO.

2/4/2019 1:43:37 PM agroff

ND 2

NH-2-013(060)243

Revised 2/4/2019

TABLE OF CONTENTS 2LIST OF STANDARD DRAWINGS

.. .. ....

Number Description Number DescriptionNDDOT AbbreviationsD-101-1, 2,3NDDOT Utility Company and Organization AbbreviationsD-101-10Line StylesD-101-20, 21SymbolsD-101-30, 31,32Standard Rural ApproachesD-203-8Erosion And Siltation Control - Erosion Control Blanket InstallationD-255-2Erosion And Siltation Controls - Silt FenceD-260-1Erosion Control - Fiber Roll Placement DetailsD-261-1Traffic Control For Coring Of Hot Bituminous PavementD-704-2Contractor Sign DetailD-704-5Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8Construction Sign Details - Terminal And Guide SignsD-704-9Construction Sign Details - Regulatory SignsD-704-10Construction Sign Details - Warning SignsD-704-11, 11AShoulder Closure TapersD-704-12Construction Sign Punching And Mounting DetailsD-704-14Road Closure LayoutsD-704-15Road Closure And Lane Closure On A Two Way Road LayoutsD-704-19Terminal And Seal Coat Sign LayoutsD-704-20Detour And Roadway Diversion Sign LayoutsD-704-21Construction Truck And Temporary Detour LayoutsD-704-22Lane Closures On Urban Streets LayoutsD-704-25Miscellaneous Sign LayoutsD-704-26Traffic Control Plan For Moving OperationsD-704-27Windrow MarkingD-704-30Sign Layout For One Lane ClosureD-704-34Portable Sign Support AssemblyD-704-50Mobile Operation - Grinding Shoulder Rumble StripsD-704-56Bituminous LaboratoryD-706-1Erosion And Siltation Controls - Median Or Ditch Inlet ProtectionD-708-6Reinforced Concrete Pipe Culverts And End Sections (Round Pipe)D-714-1Round Corrugated Steel Pipe Culverts And End SectionsD-714-4Jacked And Bored PipeD-714-16Transverse Mainline Pipe Installation Detail for Pipes Installed in New Embankment Areas

D-714-28

Standard Monuments And Right Of Way MarkersD-720-1Letter And Arrow Details For Variable Length SignsD-754-9(Conventional Use) Reference MarkersD-754-19Perforated Tube Assembly DetailsD-754-23Mounting Details Perforated TubeD-754-24, 25Breakaway Coupler System For Perforated TubesD-754-24ASign Punching, Stringer And Support Location Details Regulatory, Warning, And Guide Signs

D-754-26, 27,29,32,33

Sign Punching, Stringer And Support Location Details For Variable Length SignsD-754-48, 49Sign Punching, Stringer And Support Location Details - Route Marker SignsD-754-51, 57,60,61Object MarkersD-754-82

Sign Punching, Stringer And Support Location Details For Street Name Signs And 911 Signs

D-754-87

Rumble Strips Undivided Highways (Shoulders Less Than 4')D-760-4Saw Slotted Rumble Strips At IntersectionsD-760-5Pavement Marking Message DetailsD-762-1Pavement MarkingD-762-4Pavement Marking for Standard 90 Degree Flared Intersection-(Center Left turn Lane on Major Road)

D-762-6

Mailbox Location DetailsD-766-1

Revised 2/4/19 NOTES

2/4/2019 2:27:16 PM R:\project\20013243.060\design\DOTSC\Plan\Addendum 1\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO. SHEET

NO.

ND NH-2-013(060)243 6 1

This document was originally issued and sealed by Aaron Murra,

Registration Number PE-6536,

on 2/4/19 and the original document

is stored at the North Dakota Department of Transportation.

GENERAL NOTES 100-P01 COORDINATION OF PROJECTS: Other projects near this project and under contract during the 2019

construction season. SS-2-046(048)030; PCN 21578 near the Jct. US 281 to Jct. ND 1. NH-2-281(045)000; PCN 22222 from the State Line N to Twp. Line NH-2-281(046)030; PCN 22223 Edgeley N to Jct. ND 46

102-P01 TIED PROJECTS: Project HEN-2-281(043)045 – PCN 21745 is tied to this project. The contract bond

and mobilization items are paid under project NH-2-013(060)243 – PCN 21701 for both tied projects. 105-P01 UTILITIES: The vertical and horizontal utility locations shown in the plans are approximate. For

bidding or construction purposes, do not interpret plans as being exact.

105-P02 UTILITIES: No utility relocations or adjustments are planned. Protect all utilities on the project, allow them to remain in place.

105-P03 UTILITY POLE: Do not disturb the existing ground around the utility poles at Sta 237+95, Sta 282+69,

Sta 307+98, and Sta 312+05. Do not grade within 6’ of the poles. Start grading 6 feet from the pole and slope the existing ground at a 2:1 ratio to tie to the proposed backslope.

107-111 RAILROAD PROTECTIVE LIABILITY INSURANCE: This project crosses the Dakota, Missouri Valley

& Western Railroad Company at RP 262.38. The type of work that will be performed within the railroad right of way is paving, base work, and earthwork. Direct inquiries regarding protective liability insurance to:

JEFF WOOD Executive Vice President Dakota, Missouri Valley & Western Railroad, Inc. 3501 East Rosser Avenue Bismarck, ND 58501 701-223-9282 off. [email protected]

Obtain information regarding crossing number DOT 690531Y – RR milepost 313.42 from the Federal Railroad Administration website:

http://safetydata.fra.dot.gov/Officeofsafety/ 107-P01 RAILROAD CROSSING MATERIAL: The railroad will replace the crossing material at RP 262.38

during the 2018 construction season. Coordinate project operations with the railroad and their crossing material replacement work. Use the following contacts:

Troy Fast Dakota, Missouri Valley & Western Railroad, Inc. MOW Manager 701-223-9282, office 701-471-3435, mobile [email protected] Jim Krieger, PE Manager Public Works – Southern Region Canadian Pacific Railroad 120 South 6th Street, Suite 900 Minneapolis, MN 55402 612-330-4555, office [email protected]

108-100 WEEKLY PLANNING & REPORTING MEETING: A weekly planning and reporting meeting is

required. 202-P01 REMOVAL OF PAVEMENT: At the subcut and grade raise locations, include the required bituminous

pavement and aggregate base removal in the contract unit price for “Removal of Pavement.” 203-010 SHRINKAGE: 25 percent additional volume is included for typical shrinkage in earth embankment.

100 percent additional volume is included for earth embankment in water at grade raise areas below an elevation of 1993.0.

203-385 AVERAGE HAUL: The average haul shown on the plans does not include the dead haul from the

borrow areas to the point of entry into the mass. 203-P01 WETLAND EXCAVATION: Pay for the excavation for wetland mitigation under the bid item “Common

Excavation – Type B.” 203-P02 COMPACTION AND DENSITY CONTROL: Compact material as specified in Section 203.04 E.3,

compaction control, type B in the areas of sliver grading. 401-P01 FOG SEAL: Fog seal after final rolling with a minimum mat temperature of 125 degrees F. 411-P01 TEMPORARY ASPHALT WEDGES: Place and maintain temporary asphalt wedges at the beginning

and ending of milled sections. Place wedges at these milled areas prior to traffic being allowed on the milled roadway section. Include all costs associated with labor, materials, and equipment for the installation, maintenance and removal of the asphalt wedges in the contract unit price for “Milling Pavement Surface”.

430-P01 CENTERLINE LONGINTUDINAL JOINT: Construct joints in a manner to provide a continuous bond

between the old and new surfaces. When constructing longitudinal joints adjacent to existing HMA Pavements; overlap the existing pavement 1 inch to 1.5 inches. The initial longitudinal roller pass will be on the un-compacted hot mat 6 inches to 1 foot from the joint. The successive roller pass will compact the overlapped material and the 6-inch to 1-foot material simultaneously.

704-100 TRAFFIC CONTROL SUPERVISOR: Provide a Traffic Control Supervisor. 704-255 TRAFFIC CONTROL FOR SHOULDER DROP-OFF: If the shoulder and adjacent driving lane are not

even at the end of the day, the following criteria will apply:

Place the following sign assembly at the locations listed below. Sign Assembly: Sign No. W8-9a-48 "Shoulder Drop Off" and supplemental plate Sign No. W20-52-54 to identify the distance.

Locations:

In advance of the drop off; Spaced at each mile from the advance sign; and At major intersections (CMC routes, state and US highways, and

Interstate Ramps). If the difference in elevation between the shoulder and the driving lane is

2" or greater, construct a compacted slough on the driving lane that is 4:1 or flatter.

If the difference in elevation between the shoulder and driving lane is less

than 2", no slough is required.

mailto:[email protected]://safetydata.fra.dot.gov/Officeofsafety/mailto:[email protected]:[email protected]

Revised 2/4/19 NOTES

2/4/2019 2:27:16 PM R:\project\20013243.060\design\DOTSC\Plan\Addendum 1\006NT_001_notes.docm


NO.

ND NH-2-013(060)243 6 2





704-500 PORTABLE RUMBLE STRIPS (PRS): Use PRS made of rubber or engineered polymers. Install PRS that meet the following criteria:

Have no adhesives or fasteners required for placement; Have a manufacture's speed rating that meets or exceeds the posted speed limit; and Each strip in the array must weigh a minimum of 100 pounds.

Use individual PRS constructed in one of the following manners:

A single piece; Inter locking segments; or Two pieces hinged at the midpoint.

An installed array of PRS consists of a minimum of 3 individual strips. Move rumble strips with the flagging operation. Do not place rumble strips on horizontal curves. The Engineer will count and measure each array as one unit. Include the cost of providing, installing,

maintaining, and relocating PRS in the unit price bid for "Portable Rumble Strips.” 704-P01 TRAFFIC CONTROL DEVICES: The traffic control devices have been developed using layouts shown

in the plans and the following layouts shown on the Standard Drawings.

1. D-704-19, layout F 2. D-704-21, layout J 3. D-704-26, layout FF 4. D-704-27 5. D-704-30, for shoulder aggregate placement

Measure and pay for sign assemblies according to Section 704 “Temporary Traffic Control.”

704-P02 TRAFFIC CONTROL FOR HMA OVERLAYS: Provide traffic control consisting of a temporary road

closure, flagging, and a pilot car. Traffic control device quantities are based on a 6-mile limitation and the list below. Provide additional

devices at no additional cost to the Department.

1. Standard D-704-12; 2. Standard D-704-15, layout A; 3. Standard D-704-20, layout G – signing will be required at junctions: ND 56 4. Standard D-704-22, layouts K and L; and 5. Standard D-704-26, layouts CC, EE, and GG.

Place flaggers and traffic control devices as shown on Standard D-704-15, layout A at the following

intersections when the lane closure spans across them:

1. ND 56 706-P01 FIELD OFFICE: Provide a field office, which meets the following requirements:

1. Minimum total area of 440 square feet 2. Indoor bathroom facilities and supplies with weekly cleaning services. 3. Hookups for heat, electricity, internet, sewer, and potable water. 4. Minimum cabinet space of 32 cubic feet. 5. Minimum counter space of 40 square feet. 6. A heating and cooling system that is capable of maintaining the temperature

between 65°F and 78°F year around.

7. Lighting with a minimum of 110 foot-candles 8. Have a 15 cubic foot or larger refrigerator and a microwave. 9. Have 3 desks and 3 desk chairs, 3 extra chairs, one drawer file cabinet with at least two

drawers, one table minimum of 2.5’ x 5’ 10. Be wired for DSL Broadband internet capabilities. Provide internet that has a Wi-Fi router and

is capable of hard wiring to a computer. 11. Have a photocopy machine with scanning capabilities that is capable of 11” x 17” photocopies

and toner to last the duration of the project. The Engineer will be responsible to furnish the paper. A separate table or cabinet to support the copier.

754-P01 STATE ROUTE MARKERS: Deliver the removed state route markers to the Edgeley maintenance

section yard. Edgeley Maintenance yard 402 7th Ave E Edgeley, ND 58433 762-050 PAVEMENT MARKING: If the Engineer and Contractor agree, plan quantity will be used as the

measurement for payment for pavement marking items. 766-P01 MAILBOXES: Temporarily relocate existing mailboxes along the roadway as the work progresses.

Reset beyond the clear zone or replace with an assembly that meets the requirements of Section 766 "Mailboxes" and Standard Drawing D-766-01 if the existing assemblies do not meet NCHRP 350 or MASH. Reset mailbox assemblies that meet NCHRP 350 or MASH requirements adjacent to the roadway. Include the cost for temporarily relocating mailbox assemblies in the contract unit price for "Mailbox – All Types.”

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTIONNO.

SHEETNO.

ND 8

NH-2-013(060)243 1

REVISED 02/04/2019

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

103 0200 ESCROW OF BID DOCUMENTATION L SUM 1 1

107 0100 RAILWAY PROTECTION INSURANCE L SUM 1 1

202 0136 REMOVAL OF PAVEMENT TON 2,045 2,045

202 0169 REMOVAL OF END SECTION-ALL TYPES & SIZES EA 61 61

202 0174 REMOVAL OF PIPE ALL TYPES AND SIZES LF 237 237

203 0102 COMMON EXCAVATION-TYPE B CY 14,440 14,440

203 0109 TOPSOIL CY 97,025 97,025

203 0138 COMMON EXCAVATION-SUBCUT CY 4,433 4,433

203 0140 BORROW-EXCAVATION CY 207,189 207,189

216 0100 WATER M GAL 3,391 3,391

251 0200 SEEDING CLASS II ACRE 166.36 166.36

251 2000 TEMPORARY COVER CROP ACRE 166.36 166.36

253 0101 STRAW MULCH ACRE 332.72 332.72

255 0101 ECB TYPE 1 SY 4,896 4,896

255 0201 TRM TYPE 1 SY 30,975 30,975

256 0201 RIPRAP GRADE II TON 1,197.5 1,197.5

260 0200 SILT FENCE SUPPORTED LF 4,486 4,486

260 0201 REMOVE SILT FENCE SUPPORTED LF 4,486 4,486

261 0112 FIBER ROLLS 12IN LF 75,350 75,350

261 0113 REMOVE FIBER ROLLS 12IN LF 75,350 75,350

261 0120 FIBER ROLLS 20IN LF 586.5 586.5

261 0121 REMOVE FIBER ROLLS 20IN LF 586.5 586.5

262 0100 FLOTATION SILT CURTAIN LF 1,253 1,253

262 0101 REMOVE FLOTATION SILT CURTAIN LF 1,253 1,253

302 0120 AGGREGATE BASE COURSE CL 5 TON 66,255 66,255

302 0314 TEMPORARY TRAFFIC SURFACE AGGREGATE TON 2,965 2,965

401 0050 TACK COAT GAL 31,837 31,837

401 0060 PRIME COAT GAL 28,331 28,331

401 0070 FOG SEAL GAL 16,217 16,217

411 0100 MILLING PAVEMENT SURFACE TON 15,486 15,486

430 0142 RAP - SUPERPAVE FAA 42 TON 59,502 59,502

430 1000 CORED SAMPLE EA 436 436

ESTIMATE NUMBER: 19318 ESTIMATE TYPE: FINAL FINALIZED: N RUN DATE: 02/04/2019 TIME: 13:32:58


SHEETNO.

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NH-2-013(060)243 2

REVISED 02/04/2019


430 5803 PG 58S-28 ASPHALT CEMENT TON 2,678 2,678

702 0100 MOBILIZATION L SUM 1 1

704 0100 FLAGGING MHR 4,000 4,000

704 1000 TRAFFIC CONTROL SIGNS UNIT 4,449 4,449

704 1048 PORTABLE RUMBLE STRIPS EA 6 6

704 1052 TYPE III BARRICADE EA 2 2

704 1060 DELINEATOR DRUMS EA 16 16

704 1067 TUBULAR MARKERS EA 311 311

704 1080 STACKABLE VERTICAL PANELS EA 126 126

704 1081 VERTICAL PANELS-BACK TO BACK EA 32 32

704 1185 PILOT CAR HR 1,500 1,500

706 0400 FIELD OFFICE EA 1 1

706 0500 AGGREGATE LABORATORY EA 1 1

706 0550 BITUMINOUS LABORATORY EA 1 1

706 0600 CONTRACTOR'S LABORATORY EA 1 1

709 0100 GEOSYNTHETIC MATERIAL TYPE G SY 6,991 6,991

709 0155 GEOSYNTHETIC MATERIAL TYPE RR SY 1,718.3 1,718.3

714 0615 PIPE CONC REINF 24IN CL III LF 858 858




714 2524 CURED-IN-PLACE PIPE-24IN LF 186 186

714 3020 END SECT-CONC REINF 24IN EA 12 12

714 3030 END SECT-CONC REINF 30IN EA 4 4

714 4099 PIPE CONDUIT 18IN-APPROACH LF 52.2 52.2

714 4106 PIPE CONDUIT 24IN-APPROACH LF 174 174

714 4165 PIPE CONDUIT 24IN-JACKED OR BORED LF 75 75

714 5010 PIPE CORR STEEL .064IN 15IN LF 112 112

714 5015 PIPE CORR STEEL .064IN 18IN LF 1,529 1,529



714 5805 END SECT CORR STEEL .064IN 15IN EA 2 2




SHEETNO.

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NH-2-013(060)243 3

REVISED 02/04/2019




714 9200 CATTLE PASS CONC INTERMED SECTION LF 434 434

714 9611 REMOVE & RELAY CONC CATTLE PASS END SECTION EA 16 16

714 9660 REMOVE & RELAY END SECTION-ALL TYPE & SIZES EA 153 153

714 9680 PLUG PIPE-ALL TYPES & SIZES EA 1 1

720 0110 RIGHT OF WAY MARKERS EA 330 330

720 0125 ALIGNMENT MONUMENTS EA 68 68

720 0130 IRON PIN R/W MONUMENTS EA 42 42

752 0911 TEMPORARY SAFETY FENCE LF 168 168

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 154 154

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 212 212

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 1,908 1,908

754 0563 REFERENCE MARKER-TYPE C EA 20 20

754 0592 RESET SIGN PANEL EA 78 78

754 0803 OBJECT MARKERS - TYPE III EA 4 4

760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 38.3 38.3

760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 19.2 19.2

760 0010 RUMBLE STRIPS - INTERSECTION SET 1 1

762 0103 PVMT MK PAINTED-MESSAGE SF 265 265

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 589,729 589,729

762 1104 PVMT MK PAINTED 4IN LINE LF 305,691 305,691

762 1124 PVMT MK PAINTED 24IN LINE LF 48 48

766 0100 MAILBOX-ALL TYPES EA 11 11

910 0810 REPAIR AND SEALING CULVERT JOINT EA 27 27

930 3639 POLYURETHANE FOAM - 90 LBS GAL 350 350

990 0400 PIPE CLEANOUT EA 2 2

990 0410 BOX CULVERT CLEANOUT EA 5 5


Location

Subcut*

Excavation -

Common

(Pay Item)

Type B

Excavation

Common

Embankment**

(Pay Item)

Excavation

Borrow

(Pay Item)

Topsoil

CY CY CY CY CY

H I J K=J-I-H L

Sliver Grade 4433 14440 210171 191298 96218

Grade Raise (Sta 979+00 to Sta 992+00)

Above Elevation 1993.0 0 0 14422 14422 807

Below Elevation 1993.0 0 0 1469 1469 0

Totals 4433 14440 226062 207189 97025

*Incorporate material in the embankment at field drives.

**25% volume added to "Sliver Grade" and "Grade Raise - Above Elevation 1993.0" embankment values to account for shrinkage.

**100% volume added to "Grade Raise - Below Elevation 1993.0" embankment values in water.

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

2/4/2019 agroff R:\project\20013243.060\design\DOTSC\Plan\Addendum 1\011EW_001_Summary.dgn12:22:08 PM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

11

NH-2-013(060)243 1

Earthwork Summary

Jct. 30-Lehr E to E Jct. 56-Kulm

Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

CY CY CY CY CY CY CY CY CY

105+00 0 0 0 135+50 1 2 0 176+00 0 43 0

105+50 0 9 0 135+72 13 48 0 177+00 0 85 0

106+00 0 25 0 135+75 1 5 0 178+00 0 133 0

106+50 0 42 0 136+00 16 97 0 179+00 0 129 0

107+00 0 52 0 136+50 19 173 0 179+60 0 87 0

107+50 0 68 0 137+00 0 70 0 179+84 0 31 0

108+00 0 86 0 137+50 0 70 0 180+00 0 50 0

108+50 0 88 0 138+00 0 63 0 181+00 0 324 0

109+00 0 91 0 138+50 0 137 0 182+00 0 137 0

109+50 0 99 0 138+83 0 102 0 183+00 0 141 0

110+00 0 101 0 139+00 0 34 0 184+00 0 141 0

110+50 0 108 0 139+09 0 25 0 185+00 0 134 0

111+00 0 108 0 139+50 0 94 0 186+00 0 149 0

111+50 0 87 0 140+00 0 38 0 187+00 0 125 0

112+00 0 70 0 140+50 0 41 0 188+00 0 122 0

112+50 0 206 0 141+00 0 49 0 189+00 0 179 0

112+69 0 138 0 141+50 0 63 0 190+00 0 201 0

113+00 0 187 0 142+00 0 74 0 191+00 0 197 0

113+18 0 86 0 142+50 0 63 0 192+00 0 176 0

113+50 0 128 0 143+00 0 52 0 193+00 0 137 0

114+00 0 118 0 143+50 0 70 0 194+00 0 109 0

114+50 0 100 0 144+00 0 83 0 195+00 0 110 0

115+00 0 94 0 144+50 0 95 0 196+00 0 123 0

115+50 0 80 0 145+00 0 141 0 196+45 0 84 0

116+00 0 78 0 145+22 0 47 0 196+65 0 42 0

116+50 0 88 0 145+50 0 15 0 197+00 0 82 0

117+00 0 87 0 145+52 0 1 0 198+00 0 266 0

117+50 0 84 0 146+00 0 19 0 198+07 0 14 0

118+00 0 93 0 146+50 0 48 0 198+32 0 41 0

118+50 0 80 0 147+00 0 72 0 199+00 0 105 0

119+00 0 66 0 147+50 0 56 0 200+00 0 113 0

119+50 0 62 0 148+00 0 56 0 201+00 0 116 0

120+00 0 67 0 148+15 0 23 0 202+00 0 114 0

120+50 0 85 0 148+50 0 51 0 203+00 0 114 0

120+65 0 74 0 149+00 0 73 0 204+00 0 111 0

120+90 0 146 0 150+00 0 462 0 205+00 0 133 0

121+00 0 31 0 150+08 0 69 0 206+00 0 161 0

121+14 0 53 0 150+39 0 318 0 207+00 0 146 0

122+00 0 265 0 151+00 0 375 0 208+00 0 138 0

123+00 0 111 0 152+00 0 131 0 209+00 0 120 0

124+00 0 120 0 153+00 0 145 0 210+00 0 89 0

125+00 0 184 0 154+00 0 142 0 211+00 0 86 0

125+39 0 128 0 155+00 0 134 0 212+00 0 102 0

126+00 0 139 0 156+00 0 149 0 213+00 0 104 0

126+43 0 165 0 157+00 0 159 0 214+00 0 108 0

127+00 0 250 0 158+00 0 136 0 215+00 0 106 0

128+00 0 126 0 159+00 0 122 0 215+89 0 53 0

129+00 0 138 0 159+46 0 93 0 216+00 0 2 0

129+15 0 24 0 160+00 0 269 0 216+15 0 3 0

129+50 0 59 0 160+03 0 20 0 217+00 0 40 0

130+00 0 83 0 161+00 0 385 0 218+00 0 72 0

130+50 0 86 0 162+00 0 42 0 219+00 0 137 0

131+00 0 86 0 163+00 0 16 0 220+00 0 160 0

131+50 0 78 0 164+00 0 31 0 221+00 0 181 0

132+00 0 77 0 165+00 0 33 0 222+00 0 186 0

132+50 0 114 0 166+00 0 33 0 223+00 0 239 0

132+85 0 99 0 167+00 0 29 0 223+22 0 67 0

133+00 0 35 0 168+00 0 27 0 223+47 0 99 0

133+08 0 14 0 169+00 0 28 0 224+00 0 272 0

133+50 0 77 0 170+00 0 32 0 224+30 0 105 0

134+00 0 118 0 171+00 0 47 0 224+50 0 62 0

134+50 9 241 0 172+00 0 59 0 225+00 0 145 0

135+00 42 292 0 173+00 0 46 0 226+00 0 202 0

135+25 29 131 0 174+00 0 31 0 227+00 0 194 0

135+49 19 98 0 175+00 0 48 0 228+00 0 166 0

Total 99 6596 0 Total 49 5758 0 Total 0 7941 0

included in Earthwork Tablulation.

Note: Pipes shown in Section 200 are not

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

2/4/2019 mlschumacher R:\project\20013243.060\design\DOTSC\Plan\Addendum 1\011EW_002_EW Tabulation.dgn1:42:14 PM

of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 2

Earthwork Tabulation


Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


229+00 0 106 0 273+00 0 125 0 309+00 0 129 0

230+00 0 110 0 274+00 0 152 0 309+25 0 28 0

231+00 0 124 0 275+00 0 220 0 309+50 0 26 0

232+00 0 110 0 275+25 0 71 0 309+75 70 33 0

233+00 0 138 0 275+50 0 89 0 310+00 150 37 0

233+49 0 102 0 275+66 0 73 0 310+25 156 37 0

233+73 0 66 0 275+75 0 38 0 310+50 131 36 0

234+00 0 95 0 275+90 0 63 0 310+75 120 34 0

235+00 0 280 0 276+00 0 56 0 311+00 130 34 0

235+25 0 36 0 276+25 42.5 104 0 311+25 130 32 0

235+50 0 32 0 276+50 89.4 44 0 311+50 118 32 0

235+75 175.6 31 0 276+75 92.7 29 0 311+75 124 35 0

236+00 337.9 42 0 277+00 83.8 30 0 312+00 128 38 0

236+25 299.5 56 0 277+25 85.6 30 0 313+00 231 135 0

236+50 252.6 61 0 277+50 101.8 29 0 314+00 0 137 0

236+75 213.8 67 0 277+75 105.3 31 0 315+00 0 157 0

237+00 198.8 74 0 278+00 98.2 33 0 316+00 0 160 0

237+25 212.6 73 0 278+25 93.6 34 0 317+00 0 148 0

237+50 235.4 65 0 278+50 92.6 34 0 318+00 0 130 0

237+75 279.5 58 0 278+75 98.3 34 0 319+00 0 124 0

238+00 337.6 56 0 279+00 101.5 41 0 320+00 0 115 0

239+00 724.6 207 0 279+25 49.4 44 0 321+00 0 296 0

240+00 0 207 0 279+50 0 48 0 321+25 0 144 0

241+00 0 229 0 279+75 0 87 0 321+56 0 159 0

242+00 0 203 0 279+85 0 35 0 322+00 0 105 0

243+00 112.9 159 0 280+00 0 31 0 323+00 0 122 0

243+61 225.2 156 0 280+08 0 26 0 324+00 0 111 0

243+85 124.8 86 0 280+25 0 83 0 325+00 0 125 0

244+00 58.5 67 0 280+50 0 82 0 326+00 0 159 0

245+00 114.3 342 0 280+75 102.2 44 0 327+00 0 186 0

246+00 0 153 0 281+00 202.8 56 0 328+00 0 164 0

247+00 0 203 0 281+25 197 50 0 329+00 0 135 0

248+00 0 282 0 281+50 181.5 40 0 330+00 0 132 0

249+00 0 297 0 281+75 159 38 0 331+00 0 130 0

250+00 0 309 0 282+00 164.3 38 0 332+00 0 127 0

251+00 0 426 0 283+00 361.6 150 0 333+00 0 154 0

251+44 0 413 0 284+00 0 138 0 334+00 0 162 0

251+64 0 264 0 285+00 0 161 0 335+00 0 141 0

252+00 0 414 0 286+00 0 160 0 336+00 0 150 0

253+00 0 536 0 287+00 0 128 0 336+25 27 72 0

254+00 0 143 0 288+00 0 160 0 336+37 27 40 0

255+00 189.3 140 0 288+52 0 163 0 336+50 30 36 0

255+34 170.1 47 0 288+75 0 117 0 336+61 27 42 0

255+63 159.3 36 0 289+00 0 143 0 336+75 36 68 0

256+00 94.7 50 0 290+00 0 368 0 337+00 72 80 0

257+00 0 145 0 291+00 0 113 0 337+25 67 30 0

258+00 0 136 0 292+00 0 92 0 337+50 44 30 0

259+00 0 127 0 293+00 0 124 0 337+75 40 28 0

260+00 0 138 0 294+00 0 103 0 338+00 60 27 0

260+44 0 251 0 295+00 0 80 0 338+25 75 28 0

260+68 0 237 0 296+00 0 97 0 338+50 79 31 0

261+00 0 245 0 297+00 0 101 0 338+75 72 33 0

262+00 0 311 0 298+00 0 107 0 339+00 59 34 0

263+00 0 129 0 299+00 0 164 0 340+00 99 128 0

264+00 0 121 0 300+00 0 176 0 341+00 0 264 0

265+00 0 156 0 301+00 0 136 0 341+20 0 122 0

266+00 0 204 0 302+00 0 131 0 341+44 0 160 0

267+00 0 196 0 303+00 0 143 0 342+00 0 169 0

268+00 0 218 0 303+86 0 202 0 343+00 0 198 0

268+64 0 216 0 304+00 0 29 0 344+00 0 231 0

268+87 0 95 0 304+12 0 14 0 345+00 0 143 0

269+00 0 57 0 305+00 0 122 0 346+00 0 117 0

270+00 0 354 0 306+00 0 126 0 347+00 0 135 385

271+00 0 170 0 307+00 0 149 0 348+00 0 127 713

272+00 0 127 0 308+00 0 147 0 349+00 0 118 370




11

NH-2-013(060)243 3



Aaron Murra

6536

2/4/19

Revised 2/4/19STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


350+00 0 124 0 396+00 0 23 0 453+00 0 109 0

351+00 0 132 0 397+00 0 23 0 454+00 0 121 0

352+00 0 174 0 398+00 0 22 0 455+00 0 129 0

353+00 0 186 0 399+00 0 21 0 456+00 0 121 0

354+00 0 199 558 400+00 0 23 0 457+00 0 131 0

355+00 0 188 716 401+00 0 23 0 458+00 0 137 0

356+00 0 132 165 402+00 0 22 0 459+00 0 135 0

356+70 0 180 0 402+80 0 36 0 460+00 0 132 0

357+00 0 87 0 403+00 0 14 0 461+00 0 163 0

357+00 0 0 0 403+04 0 3 0 461+35 0 108 0

358+00 0 161 0 404+00 0 49 0 461+60 0 100 0

359+00 0 160 0 405+00 0 23 0 462+00 0 116 0

360+00 0 188 0 406+00 0 24 0 463+00 0 187 0

361+00 0 162 0 407+00 0 23 0 464+00 0 771 0

362+00 0 189 0 408+00 0 15 0 464+01 0 9 0

363+00 0 217 0 409+00 0 30 0 464+23 0 288 0

364+00 0 157 0 410+00 0 86 0 465+00 0 550 0

365+00 76.4 132 0 411+00 0 122 0 466+00 0 127 0

365+25 32.7 33 0 412+00 0 132 0 467+00 0 131 0

365+50 30 30 0 413+00 0 125 0 468+00 0 129 0

365+75 39.4 28 0 414+00 0 120 0 469+00 0 140 0

366+00 59.5 31 0 415+00 0 161 0 470+00 0 179 0

366+25 87.8 35 0 416+00 0 169 0 471+00 0 197 0

366+50 99.4 38 0 416+09 0 12 0 472+00 0 156 0

366+75 100 37 0 416+36 0 32 0 473+00 0 124 0

367+00 111.2 34 0 417+00 0 89 0 474+00 0 121 0

367+25 116.7 33 0 418+00 0 143 0 475+00 0 128 0

367+50 119.5 34 0 419+00 0 150 0 476+00 0 124 0

367+75 122.4 35 0 420+00 0 149 0 477+00 0 120 0

368+00 98.1 37 0 421+00 0 149 0 478+00 0 148 0

369+00 151.4 146 0 422+00 0 142 0 478+79 0 203 0

370+00 0 221 0 423+00 0 142 0 478+95 0 54 0

370+34 0 117 0 424+00 0 156 0 479+00 0 19 0

370+57 0 93 0 425+00 0 222 0 480+00 0 346 0

371+00 0 153 0 426+00 0 288 0 480+68 0 163 0

371+28 0 110 0 427+00 0 303 0 480+89 0 67 0

371+52 0 98 0 428+00 0 298 0 481+00 0 40 0

372+00 0 108 0 429+00 0 343 0 482+00 0 265 0

373+00 0 133 0 429+31 0 267 0 483+00 0 107 0

374+00 0 181 0 429+52 0 277 0 484+00 0 131 0

374+67 0 752 0 430+00 0 408 0 485+00 0 108 0

374+89 0 300 0 431+00 0 256 0 485+23 0 20 0

375+00 0 80 0 432+00 0 150 0 485+49 0 93 0

376+00 0 448 0 433+00 0 151 0 486+00 0 184 0

377+00 0 216 0 434+00 0 165 0 487+00 0 110 0

378+00 0 210 0 435+00 0 201 0 488+00 0 106 0

379+00 0 150 0 436+00 0 166 0 489+00 0 109 0

380+00 0 129 0 437+00 0 106 0 490+00 0 120 0

381+00 0 119 0 438+00 0 117 0 491+00 0 118 0

382+00 0 83 0 439+00 0 117 0 492+00 0 116 0

383+00 0 29 0 440+00 0 164 0 493+00 0 124 0

384+00 0 212 0 440+74 0 309 0 494+00 0 130 0

384+21 0 60 0 440+94 0 100 0 495+00 0 126 0

384+46 0 30 0 441+00 0 35 0 496+00 0 120 0

385+00 0 29 0 442+00 0 414 0 497+00 0 125 0

386+00 0 20 0 443+00 0 124 0 498+00 0 132 0

387+00 0 23 0 444+00 0 126 0 499+00 0 131 0

388+00 0 22 0 445+00 0 128 0 500+00 0 134 0

389+00 0 20 0 446+00 0 132 0 501+00 0 139 0

390+00 0 19 0 447+00 0 131 0 502+00 0 138 0

391+00 0 19 0 448+00 0 108 0 503+00 0 136 0

392+00 0 19 0 449+00 0 101 0 504+00 0 127 0

393+00 0 19 0 450+00 0 103 0 505+00 0 125 0

394+00 0 19 0 451+00 0 112 0 506+00 0 160 0

395+00 0 21 0 452+00 0 118 0 507+00 0 307 0




STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 4



Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


507+12 0 36 0 564+00 0 202 0 598+00 0 66 0

507+37 0 48 0 565+00 0 200 0 598+50 0 65 0

508+00 0 107 0 566+00 0 148 0 599+00 0 68 0

509+00 0 130 0 567+00 0 133 0 599+50 0 75 0

510+00 0 129 0 568+00 0 124 0 600+00 0 82 0

511+00 0 125 0 569+00 0 147 0 600+50 0 91 0

512+00 0 125 0 569+48 0 84 0 601+00 0 58 0

513+00 0 124 0 569+69 0 30 0 601+50 0 65 0

514+00 0 123 0 570+00 0 59 0 602+00 0 544 0

515+00 0 116 0 571+00 0 194 0 602+50 0 1300 0

516+00 0 149 0 572+00 0 155 0 603+00 0 1642 0

516+84 0 232 0 573+00 0 176 0 603+50 0 1537 0

517+00 0 46 0 574+00 0 162 0 604+00 0 1052 0

517+10 0 27 0 575+00 0 151 0 604+50 0 546 0

518+00 0 207 0 575+80 0 117 0 605+00 0 290 0

519+00 0 123 0 576+00 0 30 0 605+50 0 145 0

520+00 0 126 0 576+50 0 74 0 606+00 0 103 0

521+00 0 114 0 577+00 0 68 0 606+50 0 99 0

522+00 0 130 0 577+50 0 63 0 607+00 0 97 0

523+00 0 153 0 578+00 0 57 0 607+50 0 181 0

524+00 0 139 0 578+50 0 53 0 608+00 0 182 0

525+00 0 117 0 579+00 0 201 0 608+50 0 82 0

526+00 0 111 0 579+25 0 181 0 609+00 0 75 0

527+00 0 109 0 579+39 0 71 0 609+50 0 69 0

528+00 0 106 0 579+50 0 28 0 610+00 0 232 0

529+00 0 112 0 580+00 0 91 0 610+18 0 160 0

530+00 0 110 0 580+50 0 37 0 610+48 0 290 0

531+00 0 107 0 581+00 0 50 0 611+00 0 267 0

532+00 0 112 0 581+50 0 44 0 612+00 0 132 0

533+00 0 241 0 582+00 0 49 0 613+00 0 134 0

533+22 0 61 0 582+50 0 85 0 614+00 0 158 0

533+45 0 56 0 583+00 0 119 0 615+00 0 181 0

534+00 0 120 0 583+50 0 151 0 616+00 0 204 0

535+00 0 136 0 584+00 0 177 0 617+00 0 164 0

536+00 0 129 0 584+50 0 177 0 618+00 0 122 0

537+00 0 117 0 585+00 0 128 0 619+00 0 136 0

538+00 0 121 0 585+50 0 79 0 620+00 0 129 0

539+00 0 124 0 586+00 0 69 0 621+00 0 122 0

540+00 0 122 0 586+49 0 125 0 622+00 0 144 0

541+00 0 121 0 586+50 0 2 0 623+00 0 199 0

542+00 0 129 0 586+75 0 94 0 624+00 0 231 0

543+00 0 321 0 587+00 0 90 0 624+92 0 759 0

543+45 0 201 0 587+50 0 108 0 625+00 0 112 0

543+64 0 82 0 588+00 0 65 0 625+14 0 192 0

544+00 0 231 0 588+50 0 70 0 626+00 0 695 0

544+42 0 222 0 589+00 0 81 0 627+00 0 122 0

545+00 0 132 0 589+50 0 136 0 628+00 0 121 0

546+00 0 163 0 589+67 0 43 0 629+00 0 116 0

547+00 0 145 0 589+91 0 28 0 630+00 0 117 0

548+00 0 144 0 590+00 0 13 0 631+00 0 105 0

549+00 0 127 0 590+50 0 75 0 632+00 0 99 0

550+00 0 120 0 591+00 0 55 0 633+00 0 108 0

551+00 0 128 0 591+50 0 60 0 634+00 0 95 0

552+00 0 124 0 592+00 0 65 0 635+00 0 94 0

553+00 0 114 0 592+50 0 64 0 636+00 0 94 0

554+00 0 112 0 593+00 0 63 0 637+00 0 75 0

555+00 0 122 0 593+50 0 68 0 638+00 0 98 0

556+00 0 192 0 594+00 0 76 0 638+92 0 402 0

557+00 0 266 0 594+50 0 117 0 639+00 0 44 0

558+00 0 321 0 595+00 0 215 0 639+14 0 54 0

559+00 0 537 0 595+50 0 248 0 640+00 0 215 0

560+00 0 564 0 596+00 0 177 0 641+00 0 101 0

561+00 0 343 0 596+50 0 111 0 642+00 0 108 0

562+00 0 265 0 597+00 0 80 0 643+00 0 117 0

563+00 0 212 0 597+50 0 71 0 644+00 0 114 0




STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 5



Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


645+00 0 109 0 680+00 0 123 0 737+00 0 227 0

645+50 0 66 0 681+00 0 120 0 738+00 0 154 0

646+00 0 101 0 682+00 0 126 0 739+00 0 131 0

646+50 0 154 0 683+00 0 131 0 740+00 0 116 0

647+00 0 216 0 684+00 106.6 135 0 741+00 0 107 0

647+50 0 314 0 685+00 506.5 141 0 742+00 0 107 0

648+00 0 370 0 685+28 294.2 23 0 742+50 0 56 0

648+50 0 345 0 686+00 1319.3 21 0 743+00 0 61 0

649+00 0 321 0 686+15 381.1 5 0 743+50 0 89 0

649+50 0 320 0 687+00 1119.8 33 0 744+00 0 125 0

650+00 0 285 0 688+00 0 84 0 744+50 0 265 0

650+50 0 229 0 689+00 0 144 0 745+00 0 684 0

651+00 0 210 0 689+22 0 705 0 745+50 0 1156 0

651+50 0 167 0 689+43 0 1337 0 746+00 0 1531 0

652+00 0 112 0 690+00 0 259 0 746+50 0 2013 0

652+50 0 97 0 691+00 0 269 0 747+00 0 2187 0

653+00 0 85 0 692+00 0 187 0 747+50 0 1747 0

653+50 0 72 0 693+00 0 166 0 748+00 0 1015 0

654+00 0 71 0 694+00 0 149 0 748+50 0 434 0

654+50 0 62 0 695+00 0 161 0 749+00 0 164 0

655+00 0 58 0 696+00 0 166 0 749+50 0 63 0

655+50 0 59 0 697+00 0 207 0 750+00 0 60 0

656+00 0 59 0 698+00 0 799 0 750+50 0 60 0

656+50 0 58 0 699+00 0 1780 0 751+00 0 58 0

657+00 0 58 0 700+00 0 2011 0 751+50 0 58 0

657+50 0 59 0 701+00 0 1119 0 752+00 0 60 0

658+00 0 61 0 702+00 0 279 0 752+50 0 62 0

658+50 0 68 0 703+00 0 130 0 753+00 0 57 0

659+00 0 73 0 704+00 0 130 0 753+50 0 51 0

659+50 0 56 0 704+83 0 380 0 754+00 0 183 0

659+80 0 22 0 705+00 0 133 0 754+24 0 115 0

660+00 0 10 0 705+06 0 43 0 754+48 0 129 0

660+36 0 8 0 706+00 0 426 0 754+50 0 17 0

660+50 0 7 0 707+00 0 129 0 755+00 0 254 0

661+00 0 57 0 708+00 0 131 0 755+50 0 64 0

661+22 0 88 0 709+00 0 144 0 756+00 0 67 0

661+50 0 163 0 710+00 0 152 0 756+50 0 147 0

662+00 0 179 0 711+00 0 303 0 757+00 0 190 0

662+50 0 89 0 712+00 0 323 0 757+50 0 125 0

663+00 0 98 0 713+00 0 159 0 758+00 0 98 0

663+50 0 100 0 714+00 0 131 0 758+50 0 95 0

664+00 0 94 0 715+00 0 143 0 759+00 0 91 0

664+50 0 96 0 716+00 0 152 0 759+50 0 99 0

665+00 0 86 0 717+00 0 135 0 760+00 0 114 0

665+50 0 75 0 718+00 0 120 0 760+50 0 206 0

666+00 0 82 0 719+00 0 116 0 761+00 0 387 0

666+50 0 103 0 720+00 0 168 0 762+00 0 1160 0

667+00 0 122 0 720+00 0 0 0 763+00 0 1411 0

667+50 0 136 0 720+67 0 119 0 764+00 0 1085 0

668+00 0 145 0 721+00 0 157 0 765+00 0 679 0

668+50 0 131 0 722+00 0 445 0 766+00 0 854 0

669+00 0 102 0 723+00 0 106 0 767+00 0 880 0

669+50 0 79 0 724+00 0 100 0 768+00 0 514 0

670+00 0 67 0 725+00 0 127 0 769+00 0 248 0

671+00 0 109 0 726+00 0 158 0 770+00 0 241 0

672+00 0 88 0 727+00 0 271 0 771+00 0 435 0

673+00 0 128 0 728+00 0 430 0 772+00 0 752 0

674+00 0 137 0 729+00 0 460 0 773+00 0 1134 0

675+00 0 840 0 730+00 0 489 0 774+00 0 1573 0

675+08 0 120 0 731+00 0 457 0 775+00 0 1395 0

675+32 0 297 0 732+00 0 284 0 776+00 0 593 0

676+00 0 422 0 733+00 0 195 0 776+82 0 161 0

677+00 0 136 0 734+00 0 210 0 777+00 0 31 0

678+00 0 146 0 735+00 0 241 0 777+16 0 25 0

679+00 0 137 0 736+00 0 271 0 778+00 0 93 0




STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 6



Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


779+00 0 111 0 830+00 0 97 0 883+10 0 73 0

780+00 0 155 0 830+48 0 68 0 884+00 0 548 0

781+00 0 171 0 830+70 0 43 0 885+00 0 117 0

782+00 0 298 0 831+00 0 90 0 886+00 0 88 0

783+00 0 1034 0 832+00 0 264 0 887+00 0 109 0

784+00 0 2278 0 833+00 0 114 0 888+00 0 116 0

785+00 0 2248 0 833+67 0 147 0 889+00 0 110 0

786+00 0 1072 0 833+91 0 92 0 890+00 0 107 0

787+00 0 370 0 834+00 0 51 0 891+00 0 115 0

788+00 0 168 0 835+00 0 386 0 892+00 0 118 0

789+00 0 136 0 836+00 0 107 0 893+00 0 115 0

790+00 0 111 0 837+00 0 154 0 894+00 0 120 0

791+00 0 120 0 838+00 0 186 0 895+00 0 114 0

792+00 0 118 0 839+00 0 143 0 896+00 0 108 0

793+00 0 110 0 840+00 0 124 0 897+00 0 122 0

794+00 0 105 0 841+00 0 123 0 898+00 0 127 0

795+00 0 132 0 842+00 0 124 0 899+00 0 115 0

796+00 0 165 0 843+00 0 117 0 900+00 0 113 0

797+00 0 119 0 844+00 0 109 0 901+00 0 113 0

798+00 0 97 0 845+00 0 104 0 902+00 0 110 0

799+00 0 123 0 846+00 0 110 0 902+62 0 211 0

800+00 0 136 0 847+00 0 119 0 902+93 0 228 0

801+00 0 149 0 848+00 0 108 0 903+00 0 64 0

802+00 0 133 0 849+00 0 97 0 904+00 0 517 0

803+00 0 106 0 850+00 0 110 0 905+00 0 107 0

804+00 0 110 0 851+00 0 118 0 906+00 0 98 0

805+00 0 154 0 852+00 0 109 0 907+00 0 109 0

806+00 0 184 0 853+00 0 129 0 908+00 0 114 0

807+00 0 156 0 854+00 0 125 0 909+00 0 101 0

808+00 0 117 0 855+00 0 93 0 910+00 0 103 0

809+00 0 95 0 856+00 0 99 0 911+00 0 165 0

810+00 0 83 0 856+84 0 144 0 912+00 0 158 0

811+00 0 94 0 857+00 0 34 0 913+00 0 92 0

812+00 0 88 0 857+06 0 12 0 914+00 0 102 0

813+00 0 53 0 858+00 0 164 0 915+00 0 109 0

814+00 0 86 0 859+00 0 129 0 916+00 0 110 0

815+00 0 166 0 860+00 0 138 0 917+00 0 107 0

815+50 0 104 0 861+00 0 125 0 918+00 0 106 0

816+00 0 113 0 862+00 0 121 0 919+00 0 112 0

816+50 0 109 0 863+00 0 123 0 920+00 0 104 0

817+00 0 75 0 864+00 0 123 0 921+00 0 98 0

817+50 0 50 0 865+00 0 126 0 922+00 0 108 0

818+00 0 129 0 866+00 0 132 0 922+48 0 127 0

818+33 0 203 0 867+00 0 132 0 922+72 0 93 0

818+50 0 111 0 867+85 0 193 0 923+00 0 112 0

818+56 0 28 0 868+00 0 46 0 924+00 0 272 0

819+00 0 140 0 868+05 0 14 0 925+00 0 118 0

819+50 0 61 0 869+00 0 202 0 926+00 0 107 0

820+00 0 62 0 870+00 0 131 0 927+00 0 116 0

820+50 0 64 0 871+00 0 150 0 928+00 0 125 0

821+00 0 64 0 872+00 0 146 0 929+00 0 94 0

821+50 0 62 0 872+86 0 171 0 930+00 0 42 0

822+00 0 54 0 873+00 0 33 0 930+69 0 131 0

822+50 0 47 0 873+10 0 26 0 930+93 0 83 0

823+00 0 52 0 874+00 0 205 0 931+00 0 27 0

823+50 0 61 0 875+00 0 129 0 932+00 0 217 0

824+00 0 79 0 876+00 0 128 0 933+00 0 22 0

824+50 0 91 0 877+00 0 105 0 934+00 0 22 0

825+00 0 81 0 878+00 0 112 0 935+00 0 22 0

825+50 0 69 0 879+00 0 130 0 936+00 0 21 0

826+00 0 60 0 880+00 0 98 0 936+30 0 4 0

826+50 0 47 0 881+00 0 99 0 937+00 0 7 0

827+00 0 39 0 882+00 0 155 0 938+00 0 12 0

828+00 0 76 0 882+85 0 301 0 939+00 0 13 0

829+00 0 89 0 883+00 0 67 0 940+00 0 12 0




STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 7



Aaron Murra

6536

2/4/19

Revised 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut


941+00 0 8 0 1000+00 0 126 0 1055+00 0 208 0

942+00 0 8 0 1001+00 0 122 0 1056+00 0 148 0

943+00 0 12 0 1002+00 0 129 0 1057+00 0 140 0

944+00 0 18 0 1003+00 0 131 0 1058+00 0 157 0

945+00 0 20 0 1004+00 0 125 0 1059+00 0 175 0

946+00 0 11 0 1005+00 0 123 0 1060+00 0 226 0

947+00 0 9 0 1006+00 0 127 0 1061+00 0 412 0

948+00 0 10 0 1006+96 0 191 0 1062+00 0 426 0

949+00 0 8 0 1007+00 0 10 0 1063+00 0 294 0

950+00 0 8 0 1007+20 0 62 0 1064+00 0 246 0

951+00 0 8 0 1008+00 0 209 0 1064+76 0 150 0

952+00 0 44 0 1009+00 0 147 0 1065+00 0 44 0

953+00 0 44 0 1010+00 0 127 0 1065+00 0 1 0

954+00 0 14 0 1011+00 0 107 0 1066+00 0 144 0

955+00 0 21 0 1012+00 0 102 0 1067+00 0 105 0

956+00 0 69 0 1013+00 0 122 0 1068+00 0 100 0

957+00 0 103 0 1014+00 0 148 0 1069+00 0 116 0

958+00 0 97 0 1015+00 0 140 0 1070+00 0 105 0

959+00 0 93 0 1016+00 0 128 0 1071+00 0 75 0

960+00 0 107 0 1016+72 0 124 0 1071+65 0 261 0

960+73 0 159 0 1016+96 0 55 0 1071+88 0 163 0

960+98 0 103 0 1017+00 0 10 0 1072+00 0 52 0

961+00 0 9 0 1018+00 0 197 0 1073+00 0 160 0

962+00 0 336 0 1019+00 0 98 0 1074+00 0 173 0

963+00 0 109 0 1020+00 0 103 0 1075+00 0 159 0

964+00 0 93 0 1021+00 0 103 0 1076+00 0 158 0

965+00 0 102 0 1022+00 0 91 0 1077+00 0 142 0

966+00 0 114 0 1022+57 0 193 0 1078+00 0 99 0

967+00 0 109 0 1022+87 0 137 0 1079+00 0 91 431

968+00 0 118 0 1023+00 0 67 0 1080+00 0 98 706

969+00 0 131 0 1024+00 0 432 0 1081+00 0 104 389

970+00 0 138 0 1025+00 0 109 0 1081+56 0 110 0

971+00 0 122 0 1026+00 0 111 0 1081+92 0 99 0

972+00 0 107 0 1027+00 0 105 0 1082+00 0 26 0

973+00 0 113 0 1028+00 0 67 0 1083+00 0 234 0

973+94 0 320 0 1029+00 0 40 0 1084+00 0 81 0

974+00 0 33 0 1030+00 0 71 0 1085+00 0 74 0

974+18 0 88 0 1031+00 0 103 0 1086+00 0 79 0

975+00 0 266 0 1032+00 0 105 0 1087+00 0 68 0

976+00 0 153 0 1033+00 0 107 0 1088+00 0 59 0

977+00 0 124 0 1034+00 0 116 0 1089+00 0 70 0

978+00 0 109 0 1034+69 0 111 0 1089+45 0 45 0

979+00 0 113 0 1034+93 0 51 0 1089+69 0 30 0

980+00 0 210 0 1035+00 0 19 0 1090+00 0 53 0

981+00 0 548 0 1036+00 0 245 0 1091+00 0 131 0

982+00 0 1234 0 1037+00 0 118 0 1092+00 0 281 0

983+00 0 1886 0 1038+00 0 105 0 1092+14 0 52 0

984+00 0 2203 0 1039+00 0 84 0 1092+37 0 74 0

985+00 0 2251 0 1040+00 0 78 0 1093+00 0 135 0

986+00 0 2147 0 1041+00 0 342 0 1094+00 0 302 0

987+00 0 1902 0 1041+19 0 85 0 1094+28 0 123 0

988+00 0 1528 0 1041+48 0 87 0 1094+52 0 109 0

989+00 0 1090 0 1042+00 0 103 0 1095+00 0 142 0

990+00 0 582 0 1043+00 0 113 0 1096+00 0 75 0

991+00 0 215 0 1044+00 0 109 0 1097+00 0 69 0

992+00 0 94 0 1045+00 0 104 0 1098+00 0 62 0

993+00 0 94 0 1046+00 0 112 0 1099+00 0 65 0

993+45 0 138 0 1047+00 0 121 0 1100+00 0 65 0

993+89 0 132 0 1048+00 0 120 0 1101+00 0 50 0

994+00 0 14 0 1049+00 0 181 0 1102+00 0 43 0

995+00 0 149 0 1050+00 0 249 0 1103+00 0 41 0

996+00 0 116 0 1051+00 0 266 0 1104+00 0 61 0

997+00 0 152 0 1052+00 0 263 0 1105+00 0 97 0

998+00 0 153 0 1053+00 0 235 0 1105+87 0 368 0

999+00 0 129 0 1054+00 0 242 0 1106+00 0 84 0




STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 8



Aaron Murra

6536

2/4/19

Sheet Added 2/4/19

Station Volume

Excavated

Volume

Compacted

Common

Volume

Excavated

Subcut

CY CY CY

1106+29 0 231 0

1107+00 0 356 0

1108+00 0 21 0

1109+00 0 21 0

1110+00 0 20 0

1111+00 0 21 0

1112+00 0 22 0

1113+00 0 21 0

1114+00 0 21 0

1115+00 0 22 0

1116+00 0 22 0

1117+00 0 22 0

1118+00 0 23 0

1119+00 0 23 0

1120+00 0 24 0

1121+00 0 24 0

1122+00 0 24 0

1123+00 0 21 0

1124+00 0 20 0

1125+00 0 20 0

1126+00 0 20 0

1127+00 0 20 0

1128+00 0 20 0

1129+00 0 20 0

1130+00 0 20 0

1131+00 0 21 0

1132+00 0 21 0

1133+00 0 10 0

1134+00 0 4 0

1134+51 0 18 0

1134+76 0 14 0

1135+00 0 12 0

1136+00 0 27 0

1137+00 0 0 0

1138+00 0 0 0

1139+00 0 0 0

1140+00 0 0 0

1141+00 0 1 0

1142+00 0 2 0

1143+00 0 0 0

1144+00 0 0 0

1145+00 0 1 0

1146+00 0 1 0

Total 0 1210 0



STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



11

NH-2-013(060)243 9



Aaron Murra

6536

2/4/19

Sheet Added 2/4/19

Revised 2/4/19 Mass Diagram

2/4/2019 1:20:02 PM R:\project\20013243.060\design\DOTSC\Plan\Addendum 1\011EW_008_Mass Diagram.docm


NO.

ND NH-2-013(060)243 11 10





-60000

-40000

-20000

0

20000

40000

60000

80000

100000

Sta. 676+00.0 / MO 37054

Sta. 675+32.0 / MO -44567

Sta. 325+50.0 / MO 23778

Sta. 749+25.0 / MO 83825

Sta. 325+00.0 / MO -31222

Sta

. 235

+50.

0 / M

O -2

1346

Sta

. 254

+00.

0 / M

O -2

3122

Sta

. 276

+25.

0 / M

O -2

7361

Sta

. 283

+00.

0 / M

O -2

6118

Sta

. 309

+50.

0 / M

O -3

0194

Sta

. 339

+00.

0 / M

O 2

2274

Sta

. 369

+00.

0 / M

O 1

8390

Sta

. 479

+69.

1 / M

O 0

Sta

. 114

6+00

.0 /

MO

0

Sta

. 280

+50.

0 / M

O -2

7071

Sta

. 239

+00.

0 / M

O -1

8869

Sta

. 256

+00.

0 / M

O -2

2781

Sta

. 313

+00.

0 / M

O -2

9189

Sta

. 337

+00.

0 / M

O 2

2019

Sta

. 365

+00.

0 / M

O 1

7771

Sta

. 684

+00.

0 / M

O 3

5684

S

ta. 6

87+0

0.0

/ MO

390

81

Sta. 749+00.0 / MO 8825

Location

Begin Station /

Offset

Begin

Location

End Station /

Offset

End

(Pay Item)

Pipe Installation Allowable Material

Diameter

Required

Coatings

Steel Pipe

or Spiral Ribs

Corrugations

Steel Pipe

Thickness

Minimum

Steel Pipe

(Pay Item)

R1 Fabric

(*)

Backfill

ApplicableEnd Sections

Begin End

Coatings: = ZincZ Corrugations: = 2-2/3"x1/2"2 Spiral Ribs: = 3/4"x3/4"@7-1/2"3/4 End sections are measured and paid for separately for pipe extensions.(*)

= Aluminum A = 3"x1"3 = 3/4"x1"@11-1/2"1 = Flared End SectionFES

= Polymeric (over Zinc or Aluminum)P = 5"x1"5 = Traversable End SectionTES

Smooth Wall Steel Pipe

667+85 70' LT 667+85 54' LT 30 Pipe Conc. Reinf. 16 (barrel length = 16 LF)Reinforced Concrete Pipe - Class III 30Relay

Remove &Section 20

667+85 42' RT 667+85 50' RT 30 Pipe Conc. Reinf. 8 (barrel length = 8 LF)Reinforced Concrete Pipe - Class III 30Relay

Remove &Section 20


Remove &Section 20


Remove &Section 20

683+51 49' LT 683+51 17' LT 4' x 6'Reinf.

Cattle Pass Conc.32 (barrel length = 32 LF)Reinforced Concrete Pipe - Class III 4' x 6'

Relay

Remove &Section 20

683+51 19' RT 683+51 45' RT 4' x 6'Reinf.


Relay

Remove &Section 20


Remove &Section 20


Remove &Section 20


Remove &Section 20

711+24 49' LT 711+25 23' LT 4' x 6'Reinf.


Relay

Remove &Section 20

711+25 25' RT 711+25 49' RT 4' x 6'Reinf.


Relay

Remove &Section 20


Remove &Section 20

736+35 45' LT 736+35 17' LT 4' x 6'Reinf.


Relay

Remove &Section 20

736+35 19' RT 736+35 43' RT 4' x 6'Reinf.


Relay

Remove &Section 20

746+44 87' LT 746+44 49' LT 30 Pipe Conc. Reinf. 38 (barrel length = 38 LF)Reinforced Concrete Pipe - Class III 30 FES Section 20

746+45 60' RT 746+45 118' RT 30 Pipe Conc. Reinf. 58 (barrel length = 58 LF)Reinforced Concrete Pipe - Class III 30 FES Section 20

760+64 57' LT 760+64 27' LT 4' x 6'Reinf.


Relay

Remove &Section 20

760+64 27' RT 760+64 45' RT 4' x 6'Reinf.


Relay

Remove &Section 20


Remove &Section 20


Remove &Section 20

776+28 51' RT 776+07 52' RT 18(Approach)

Pipe Corrugated Steel21 Corrugated Steel Pipe 18 Z,A,P 2 0.064 FES

714.04 A

Specification

777+07 49' RT 777+17 49' RT 18(Approach)

Pipe Corrugated Steel10 Corrugated Steel Pipe 18 Z,A,P 2 0.064 FES

714.04 A

Specification


Remove &Section 20


Remove &Section 20

786+31 45' LT 786+32 19' LT 4' x 6'Reinf.


Relay

Remove &Section 20

786+32 17' RT 786+32 53' RT 4' x 6'Reinf.


Relay

Remove &Section 20

STATE PROJECT NO.

ND

NO.

Documents

Project Information 13/Adde… · 08/02/2019 · 059 714 4099 PIPE CONDUIT 18IN-APPROACH LF 52.200 060 714 4106 PIPE CONDUIT ... 077 752 0911 TEMPORARY SAFETY FENCE LF 168. 078 754