proposal form 09... · 2016. 12. 16. · proposal form north dakota department of transportation...

PROPOSAL FORMNorth Dakota Department of Transportation

JobPage of

12/5/2016Rev:

009

Project:

BID OPENING:December 16, 20161 10

SNH-4-002(097)171 (PCN-19236)

The company, firm, corporation, or individual hereby acknowledges that it has designated a responsible

person or persons as having the authority to obligate the company, firm, or individual, through electronic or

paper submittal, to the terms and conditions described herein and in the contract documents. The

designated responsible person submitting this proposal shall be hereafter known as the bidder. By

submitting this proposal, the bidder fully accepts and agrees to all the provisions of the proposal. The bidder

also certifies that the information given in this proposal is true and the certifications made in this proposal

are correct.

The bidder acknowledges that they have thoroughly examined the plans, proposal form, specifications,

supplemental specifications, special provisions and agrees that they constitute essential parts of this

proposal.

The bidder acknowledges that all line items which contain a quantity shall have a unit price bid. Any line item

which is bid lump sum shall contain a lump sum bid price.

The bidder acknowledges that they understand that the quantities of work required by the plans and

specifications are approximate only and are subject to increases and decreases; the bidder understands that

all quantities of work actually required must be performed and that payment therefore shall be at the prices

stipulated herein; that the bidder proposes to timely furnish the specified materials in the quantities required

and to furnish the machinery, equipment, labor and expertise necessary to competently complete the

proposed work in the time specified.

NON‐COLLUSION AND DEBARMENT CERTIFICATION

The bidder certifies that neither he/she, nor any official, agent or employee of the bidder has entered into

any agreement, participated in any collusion, or otherwise taken any action which is in restraint of free

competitive bidding in connection with this bid.

By submitting this proposal, the bidder certifies to the best of his/her knowledge and belief that he/she and

his/her principles:

a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily

excluded from covered transactions by any Federal Department or agency;

b. Have not within a three‐year period preceding this proposal been convicted of or had a civil

judgment rendered against them for commission of fraud or a criminal offense in connection with

obtaining, attempting to obtain, or perform a public (Federal, State or Local) transaction or contract

under a public transaction; violation of Federal or State antitrust statutes or commission of

embezzlement, theft, forgery, bribery, falsification or destruction of records; making false

statements; or receiving stolen property


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Project: SNH-4-002(097)171 (PCN-19236)


c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity

(Federal, State or Local) with commission of any of the offenses enumerated in paragraph b. of the

certification; and

d. Have not within a three‐year period preceding this proposal had one or more public transactions

(Federal, State or Local) terminated for cause or default

Where the prospective bidder is unable to certify to any of the statements in this certification, the bidder

shall submit an explanation in the blanks provided herein. The explanation will not necessarily result in

denial of participation in a contract:

Explanation:

If the prequalified bidder’s status changes, he/she shall immediately submit a new fully executed non‐

collusion affidavit and debarment certification with an explanation of the change to the Contract Office prior

to submitting the bid.

Failure to furnish a certification or an explanation will be grounds for rejection of a bid.

BID LIMITATION (Optional)

The bidder who desires to bid on more than one project on which bids are to be opened on the same date,

and who also desires to avoid receiving an award of more projects than the bidder is equipped to handle,

may bid on multiple projects and limit the total amount of work awarded to the bidder on selected projects

by completing the “Bid Limitation”.

The Bid Limitation must be filled in on each proposal form for which the Bidder desires protection. Each such

proposal must be covered by a proposal guaranty.

The bid limitation can be made by declaring the total dollar value of work OR total number of projects a

bidder is willing to perform.

The Bidder desires to disqualify all of his/her bids on this bid opening that exceed a total dollar value of

$

OR

that exceed a total number of projects.

The Bidder hereby authorizes the Department to determine which bids shall be disqualified.


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Project: SNH-4-002(097)171 (PCN-19236)


PERMISSIBLE DISCOUNT (optional)

Only when invited to do so in the Request for Proposal by Special Provision, Bidders are permitted to offer a

discount on a specific project (discount project) if they are awarded the contract on one or more additional

projects bid at the same bid opening time and date. The bidder must present the proposal so that it can be

considered with or without the discount. The bid or discount offered on the “discount project” will not affect

the determination of the low bid of any other project.

When discounts are offered, they must be presented as a reduction in the unit price for one or more items of

work in the specified proposal (discount project).

Space for Offering Discounts:

Item No:

Description:

Unit:

Proposal Quantity: Unit Price Reduction: $ Discount: $

Item No:

Description:

Unit:


Item No:

Description:

Unit:


TOTAL DISCOUNT

It is understood that the discount will only apply if awarded under the conditions as listed above and signed

by the bidder.


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Project: SNH-4-002(097)171 (PCN-19236)


RECEIPT OF ADDENDA ACKNOWLEDGEMENT

We hereby acknowledge receipt of the following addenda:

Addendum # Dated

Addendum # Dated

Addendum # Dated

Addendum # Dated

Addendum # Dated

Addendum # Dated

PROPOSAL GUARANTY

A proposal guaranty is required. The proposal guaranty must comply with Section 102.09, “Proposal

Guarantee” of the Standard Specifications.

TYPE OF PROPOSAL GUARANTY APPLIED TO THIS PROJECT (Check one):

_____ Annual Bid Bond*

_____ Single Project Bid Bond

_____ Certified or Cashier’s Check

*Annual Bid Bond is required when submitting proposals electronically

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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


009Page 5 of 10

12/5/2016

JobDecember 16, 2016BID 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.

Project: SNH-4-002(097)171 (PCN-19236)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

REMOVAL OF PAVEMENT 2,081.002 202 0136 TON

TOPSOIL 42,235.003 203 0109 CY

COMMON EXCAVATION-SUBCUT 6,142.004 203 0138 CY

BORROW-EXCAVATION 49,579.005 203 0140 CY

WATER 1,467.006 216 0100 M GAL

SEEDING CLASS II 04674.007 251 0200 ACRE

TEMPORARY COVER CROP 04674.008 251 2000 ACRE

STRAW MULCH 092148.009 253 0101 ACRE

SILT FENCE SUPPORTED 29,202.010 260 0200 LF

REMOVE SILT FENCE SUPPORTED 29,202.011 260 0201 LF

FIBER ROLLS 12IN 26,742.012 261 0112 LF

REMOVE FIBER ROLLS 12IN 26,742.013 261 0113 LF

AGGREGATE BASE COURSE CL 5 10030,727.014 302 0120 TON

TACK COAT 26,424.015 401 0050 GAL

PRIME COAT 8,119.016 401 0060 GAL

SpecNo.

Amount


Unit Price

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


009Page 6 of 10

12/5/2016


CodeNo.


ItemNo.

Project: SNH-4-002(097)171 (PCN-19236)

Rev: BID ITEMS

MILLING PAVEMENT SURFACE 11,978.017 411 0100 TON

RAP - SUPERPAVE FAA 45 90047,111.018 430 0145 TON

COMMERCIAL GRADE HOT MIX ASPHALT 300685.019 430 0500 TON

CORED SAMPLE 333.020 430 1000 EA

PG 64-28 ASPHALT CEMENT 8002,025.021 430 6428 TON

MOBILIZATION 1.022 702 0100 L SUM

FLAGGING 800.023 704 0100 MHR

TRAFFIC CONTROL SIGNS 2,767.024 704 1000 UNIT

TYPE III BARRICADE 17.025 704 1052 EA

DELINEATOR DRUMS 27.026 704 1060 EA

TUBULAR MARKERS 279.027 704 1067 EA

STACKABLE VERTICAL PANELS 44.028 704 1080 EA

SEQUENCING ARROW PANEL-TYPE C 1.029 704 1087 EA

FIELD OFFICE 1.030 706 0400 EA

AGGREGATE LABORATORY 1.031 706 0500 EA

BITUMINOUS LABORATORY 1.032 706 0550 EA

SpecNo.

Amount


Unit Price

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


009Page 7 of 10

12/5/2016


CodeNo.


ItemNo.

Project: SNH-4-002(097)171 (PCN-19236)

Rev: BID ITEMS

CONTRACTOR'S LABORATORY 1.033 706 0600 EA

GEOSYNTHETIC MATERIAL TYPE G 5,858.034 709 0100 SY

CURED-IN-PLACE PIPE-24IN 65.035 714 2524 LF

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 186.036 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 138.037 754 0112 SF

DIAMOND GRADE DELINEATORS-TYPE A 142.038 754 0195 EA

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 755.039 754 0206 LF

INTERSTATE MILE POSTS-TYPE C 14.040 754 0557 EA

RESET SIGN PANEL 29.041 754 0592 EA

RESET SIGN SUPPORT 6.042 754 0593 EA

RUMBLE STRIPS - ASPHALT SHOULDER 51028.043 760 0005 MILE

SHORT TERM 4IN LINE-TYPE NR 56,457.044 762 0430 LF

PVMT MK PAINTED 4IN LINE 169,373.045 762 1104 LF

AUTOMATIC TRAFFIC RECORDER SYSTEM 1.046 772 9010 EA

POLYURETHANE FOAM - 90 LBS 75.047 930 3639 GAL

PIPE CLEANOUT 1.048 990 0400 EA

SpecNo.

Amount


Unit Price

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


009Page 8 of 10

12/5/2016


CodeNo.


ItemNo.

Project: SNH-4-002(097)171 (PCN-19236)

Rev: BID ITEMS

TOTAL SUM BID


Job 009

12/5/2016Rev:

BID OPENING:December 16, 2016

Project:

Type of Work:

County: MCHENRY

Length: 14.2580 Miles

MILL & HMA OVERLAY WITH SLIVER GRADING, SUBCUTS

SNH-4-002(097)171 (PCN-19236)

Page 9 of 10

TIME FOR COMPLETION:

The undersigned Bidder agrees, if awarded the contract, to prosecute the work with sufficient

forces and equipment to complete the contract work within the allowable time specified as follows:

WORKING DAY CONTRACT: working days are provided. The Department will begin

charging working days beginning or the date work begins on the project site,

NA

CALENDAR DAY CONTRACT:

begins on the project site, whichever is earlier.

COMPLETION DATE CONTRACT:

provides a minimum of

or the date workwill be determined by adding

whichever is earlier.

NA

calendar days are provided. The completion date

N

NA

NA calendar days to NA

The project completion date is . The Department10/07/2017

working days. The Department will begin charging workingNA

or the date work begins on the project site, whichever is earlier.days beginning NA


Job 009Page 10 of 10

12/5/2016Rev:

BID OPENING:December 16, 2016

Project: SNH-4-002(097)171 (PCN-19236)

Type of Work: MILL & HMA OVERLAY WITH SLIVER GRADING, SUBCUTS

County: MCHENRY

Length: 14.2580 Miles

has met the assigned goals or has met the good faith effort requirements of the Special Provision."Utilization of Disadvantaged Business Enterprise" (M/WBE), is true and correct and that the bidderThe undersigned Bidder certifies that the information given on behalf of the Bidder in Special Provision,UTILIZATION OF DISADVANTAGED BUSINESS ENTERPRISE (M/WBE):

CONTRACT EXECUTION:The undersigned Bidder agrees, if awarded the contract, to execute the contract form and furnisha contract bond within fifteen calendar days, as determined by NDCC Section 1-02-15, after date ofnotice of award, in accordance with the provisions of Sections 103.05 and 103.06 of the StandardSpecifications.

AFFIDAVIT:

The undersigned bidder, being duly sworn, does depose and say that they are an authorized

representative ofCONTRACTOR NAME

MAILING ADDRESS

and that they have read, understand, acknowledge, and accept the entire proposal form; and

STATE OF

COUNTY OF

of , a

Individual Partnership Joint Venture Corporation

)

)) ss.

that all statements made by said bidder are true and correct.

BIDDER MUST SIGN ON THIS LINE, TITLE

Subscribed and sworn to before me this day.

COUNTY

STATE DATE

NOTARY PUBLIC

My commission expires

TYPE OR PRINT SIGNATURE ON THIS LINE

(Seal)

SP 397(14) Page 1 of 3

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

CURED-IN-PLACE PIPE (CIPP)

PROJECT # 4-002(097)171 – PCN 19236 DESCRIPTION This work consists of cleaning pipes and installing cured-in-place pipe (CIPP) liner. MATERIALS A. CIPP Liner.

Provide a liner manufactured according to ASTM F 2019.

Provide a liner that: Fits tightly to the host pipe; Has a maximum thickness of 1/2 inch; Can continuously line the host pipe; Is UV-light-cured; and Is nontoxic when cured.

B. Void Filling Material.

Provide an expansive hydrophobic urethane grout that is nontoxic, nonflammable, and meets the requirements of Table 1.

Table 1

Test Requirement Method Tensile Strength 50 psi ASTM D 638 Compressive Strength 90 psi ASTM D 1621 Shear Strength 25 psi ASTM D 732 Water Absorption < 2 % by volume ASTM D 2842

In addition to the Certificate of Compliance provide the Manufacturer’s installation instructions to the Engineer.

CONSTRUCTION REQUIREMENTS A. SUBMITTALS

Provide work drawing, a week before the preconstruction conference, in accordance with Section 105.08, “Work Drawings”. Include detail drawings, calculations and descriptions that the proposed material and procedures meet the requirements listed below. After the Engineer has responded to the work drawings with “No Exceptions Noted”, provide one electronic and one paper copy of all engineering drawings and calculations, signed and sealed by a Professional Engineer.

SP 397(14) Page 2 of 3

Include the following information for each host pipe to be lined. Divide information into the sections listed below. Provide the contact information for the manufacturer’s representative. 1. Liner Data.

Include the following in the liner structural data: Pipe liner material type and trade name; The nominal inside and outside pipe liner diameters; and The Manufacturer’s recommended maximum and minimum fill height limits for the

identified liner.

Include the calculations that the liner meets AASHTO HL-93 for a fully deteriorated pipe. 2. Work Area Plan.

Provide a work area plan that includes: The area required for liner installation; Process of keeping the work area dry; and A restoration plan.

3. Pipe Cleaning.

Provide a plan that includes the cleaning of the host pipe and disposal of the debris.

4. Liner Installation. Provide a liner installation plan that includes the following:

Method of liner installation; Curing method identifying required curing times, anticipated bulb wattage,

temperatures, and pressures;

5. Void Filling. Provide a Void Filling Plan that shows the method of placement and method of sealing holes.

B. Host Pipe Cleaning. Remove and dispose of all material including sediment, rocks, and miscellaneous debris according to Section 107.17, “Removed Material”.

C. Host Pipe Inspection.

After cleaning, inspect all pipes identified for lining and record the conditions using a closed-circuit television (CCTV) crawler. Provide a DVD recording to the Engineer. During inspection determine the following:

Suitability of the liner for the host pipe; Deviations in the horizontal and vertical alignment; Location of gaps in joints; and Pipe damage.

Notify the Engineer if any pipe sections are impassable or unable to be lined.

SP 397(14) Page 3 of 3

D. Pipe Liner Installation. Cut or grind off any intrusions into the pipe flush with the pipe interior wall before installing the liner. Install liner into host pipes in accordance with ASTM F 2019. Trim the liner to length according to the manufacture recommendations. Provide a smooth transition taper at each end of the pipe liner. Do not leave gaps between the liner and the host pipe.

E. Void Filling.

Follow manufacturer’s installation instructions for hydrophobic urethane grout. Avoid entrapped air and water in the void to be filled with grout. Use CCTV inspection recording, road surface distresses, and repair areas to locate probable location of voids near pipe joints.

F. Acceptance.

Inspect and record the pipe with the CCTV crawler after the pipe has cured. Provide a DVD recording of the final inspection to the Engineer.

Restore and stabilize all disturbed areas.

METHOD OF MEASUREMENT The Engineer will measure as specified in Section 109.01, “Measurement of Quantities” and the following: Provide a calibrated metering device for the “Polyurethane Foam.” BASIS OF PAYMENT

Pay Item Pay Unit Pipe Cleanout Each Cured-In-Place Pipe, ___In. Linear Foot Polyurethane Foam ___ LBS. Gallon

Such payment is full compensation for furnishing all materials, equipment, labor, and incidentals to complete the work as specified.

STATE PROJECT NO.SECTION

NO.SHEET

NO.

12/1/2016 7:36:06 AM jmwagner

ND 2

SNH-4-002(097)171

Revised 12/1/2016

TABLE OF CONTENTS 1

.. .. ..

Section Page(s) DescriptionPLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1

6 Notes1 - 2

8 Quantities1 - 2

10 Basis of Estimate1

11 Data Tables1 - 5

20 General Details1 - 4

30 Typical Sections1 - 3

75 Wetland Impacts1 - 22

76 Temporary Erosion Control1 - 19

77 Permanent Erosion Control1 - 19

81 Survey Coordinate and Curve Data1

82 Survey Data Layouts1

100 Work Zone Traffic Control1 - 3

110 Signing1 - 13

160 ITS1 - 5

180 Pit Plats and Borrow Areas1 - 2

200 Cross Sections1 - 152

Number DescriptionLIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2, 3

NDDOT Utility Company and Organization AbbreviationsD-101-10

Line StylesD-101-20, 21

SymbolsD-101-30, 31, 32

Erosion And Siltation Controls - Silt FenceD-260-1

Erosion Control - Fiber Roll Placement DetailsD-261-1

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Terminal And Guide SignsD-704-9

Construction Sign Details - Regulatory SignsD-704-10

Construction Sign Details - Warning SignsD-704-11

Shoulder Closure TapersD-704-12

Construction Sign Punching And Mounting DetailsD-704-14

Terminal And Seal Coat Sign LayoutsD-704-20

Construction Truck And Temporary Detour LayoutsD-704-22

Miscellaneous Sign LayoutsD-704-26

Traffic Control Plan For Moving OperationsD-704-27

Sign Layout For One Lane ClosureD-704-34

Portable Sign Support AssemblyD-704-50

Mobile Operation - Grinding Shoulder Rumble StripsD-704-56

Bituminous LaboratoryD-706-1

(Expressway-Freeway Use) Mile PostsD-754-20

Reflectorized DelineatorsD-754-21

Perforated Tube Assembly DetailsD-754-23

Mounting Details Perforated TubeD-754-24, 24A, 25

Sign Punching, Stringer And Support Location Details Regulatory, Warning, And Guide SignsD-754-27, 29, 31, 32

Sign Punching, Stringer And Support Location Details For Variable Length SignsD-754-48, 49, 50

Sign Punching, Stringer And Support Location Details - Divided Highway Control SignsD-754-77, 78

Rumble Strips Divided Highways (Non-Interstate)D-760-2

Pavement MarkingD-762-4

Short-Term Pavement MarkingD-762-11

Number DescriptionSPECIAL PROVISIONS

SP 003(14) Temporary Erosion and Sediment Best Management PracticesSP 344(14) Automatic Traffic RecorderSP 361(14) Flexible Pavement Surface ToleranceSP 397(14) Cured-In-Place Pipe (CIPP)SP 5132(14) Permits and Environmental Considerations

2

2

171 172 173 174 175 176 177 178 179 180 181 182 183 184 185

McHenry

186

Towner

ND 1

4

Center

Ave

816+62.50 Bk. = 0+00 Ahd.

Station Equation (RP 171.762)

T155N, R79W, Sec 3

Sta 813+80.45

Begin Project (RP 171.708)

Granville

T156N, R77W, Sec 24

Sta 749+94.74

End Project (RP 185.966)

Sta 254+06.80 to 259+45.20

Subcut (RP 176.574 to RP 176.676)

RP 177.76

East and West bound

ATR Layout

Sta 435+08.09 to 474+90.37

(RP 180 to RP 180.75)

Dakota Skipper Critical Habitat

Sta 30+87.80 to 36+26.20

Subcut (RP 172.347 to RP 172.449)

Sta 50+93

Cured-In-Place Pipe Lining

24" RCP Pipe (RP 172.727)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 jmwagner R:\project\40002171.097\design\DOTSC\Plan\Addendum 1\004SW_001_SCOPE OF WORK.dgn8:16:22 AM

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

SNH-4-002(097)171 4 1

US 2 Sliver Grade

Scope of Work

Aaron Murra

6536

Revised 12/1/2016

12/1/16

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SNH-4-002(097)171 2

REVISED 12/01/2016

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

709 0100 GEOSYNTHETIC MATERIAL TYPE G SY 5,858 5,858

714 2524 CURED-IN-PLACE PIPE-24IN LF 65 65

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 186 186

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 138 138

754 0195 DIAMOND GRADE DELINEATORS-TYPE A EA 142 142

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 755 755

754 0557 INTERSTATE MILE POSTS-TYPE C EA 14 14

754 0592 RESET SIGN PANEL EA 29 29

754 0593 RESET SIGN SUPPORT EA 6 6

760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 28.51 28.51

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 56,457 56,457

762 1104 PVMT MK PAINTED 4IN LINE LF 169,373 169,373

772 9010 AUTOMATIC TRAFFIC RECORDER SYSTEM EA 1 1

930 3639 POLYURETHANE FOAM - 90 LBS GAL 75 75

990 0400 PIPE CLEANOUT EA 1 1

ESTIMATE NUMBER: 16990 RUN DATE: 12/01/2016 TIME: 07:38:59

Spec Code Description Quantity

714 2524 Cured-In-Place Pipe-24IN 65LF

930 3639 Polyurethane Foam - 90 Lbs 75GAL

990 400 Pipe Cleanout 1EA

PI 54

+60.40

55

+00

50

+00

Wetland 26

(Existing)

24" RCP

Work Area

Sta 50+93

Cured-In-Place Pipe-24IN32'

32'

Permanent Wetland Impact

Cured-In-Place Pipe

10'

10'

Grading Tie

Grading Tie

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 jmwagner R:\project\40002171.097\design\DOTSC\Plan\Addendum 1\020GD_004_PipeLining.dgn8:16:34 AM

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

6536

20

4SNH-4-002(097)171

US 2 Sliver Grade

Pipe Lining Detail

Sta 50+93

Revised 12/1/2016

Aaron Murra

12/1/16

1234

5 6 7

89

10

11 12 13

141516

17 18 19

202122

23 24 25

262728

29 30 31

32

33

34

35

36 37

38

39

40

41

42

43

4445

46

47

48

49

50

51

52 53

54

55

56

57

58

59

60 61

62

63

64

65 66

67

68

69

70

Gate

Orange Steel Post

Orange Steel Post

Alfalfa

Pasture

Grassland

Water

1075'

Private Trail1511'

Trail

Higher Area

Road Curve

Section

Line

Road

Assm'd Section Corner

Area "I" consists of Test Holes 65 - 70 Area "H" consists of Test Holes 57 - 64 Area "G" consists of Test Holes 49 - 56 Area "F" consists of Test Holes 41 - 48 Area "E" consists of Test Holes 33 - 40 Area "D" consists of Test Holes 26 - 32 Area "C" consists of Test Holes 20 - 25 Area "B" consists of Test Holes 11 - 19 Area "A" consists of Test Holes 1 - 10

WL = water line Si Cl = silty clay FS = fine sand sd = sand gr = gravel Legend:

NE1/4 34-155-77

H. Ramon & Helen E. Anderson Towner, ND

McHenry

34

Scale 1"=250"

to allow him access to other lands!Talk with landowner, landowner would like an area not disturbed

and work pit east!would like to start mining from west endMore material in this area, landowner

NORTH DAKOTA DEPARTMENT OF TRANSPORTATIONLOCATION OF PIT IN SECTION

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

Ownership: ____________________________________________________________________________

Location: ________________________________________________________ County: ____________

TEST HOLE PLAT

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180

2SNH-4-002(097)171

proposal form 09... · 2016. 12. 16. · proposal form north dakota department of transportation...

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