PROPOSAL FORM OPENING:March 09, 2018 Job Code No. Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further

SpecNo.

AmountDescription Unit

Approx.Quantity

Unit Price

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

PROPOSAL FORMNorth Dakota Department of Transportation

038Page 5 of 16

3/6/2018

JobMarch 09, 2018BID 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: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

ESCROW OF BID DOCUMENTATION 1.002 103 0200 L SUM

REMOVAL OF TREES & BRUSH 1.003 201 0352 L SUM

REMOVE AGGREGATE BASE & SURFACING 24,719.004 202 0021 TON

REMOVAL OF STRUCTURE 1.005 202 0105 L SUM

REMOVAL OF END SECTION-ALL TYPES & SIZES 27.006 202 0169 EA

REMOVAL OF PIPE ALL TYPES AND SIZES 1,135.007 202 0174 LF

REMOVE EXISTING FENCE 38,972.008 202 0312 LF

COMMON EXCAVATION-TYPE A 186,015.009 203 0101 CY

TOPSOIL 138,106.010 203 0109 CY

TOPSOIL-DEPT OPTION BORROW AREA 109,385.011 203 0122 CY

BORROW-EXCAVATION 415,715.012 203 0140 CY

BOX CULVERT EXCAVATION 1.013 210 0050 EA

CHANNEL EXCAVATION 1.014 210 0127 L SUM

FOUNDATION FILL 1,580.015 210 0210 CY

FOUNDATION PREPARATION-BOX CULVERT 1.016 210 0405 EA

SpecNo.


Approx.Quantity

Unit Price

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


038Page 6 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

WATER 11,074.017 216 0100 M GAL

SEEDING CLASS II 200191.018 251 0200 ACRE

TEMPORARY COVER CROP 200191.019 251 2000 ACRE

STRAW MULCH 376.020 253 0101 ACRE

ECB TYPE 2 99,758.021 255 0102 SY

ECB TYPE 4 46,289.022 255 0104 SY

TRM TYPE 1 13,277.023 255 0201 SY

RIPRAP GRADE III 65.024 256 0300 CY

SILT FENCE SUPPORTED 37,520.025 260 0200 LF

REMOVE SILT FENCE SUPPORTED 37,520.026 260 0201 LF

FIBER ROLLS 12IN 79,199.027 261 0112 LF

REMOVE FIBER ROLLS 12IN 11,531.028 261 0113 LF

FIBER ROLLS 20IN 41,718.029 261 0120 LF

REMOVE FIBER ROLLS 20IN 40,543.030 261 0121 LF

FLOTATION SILT CURTAIN 1,045.031 262 0100 LF

REMOVE FLOTATION SILT CURTAIN 1,045.032 262 0101 LF

SpecNo.


Approx.Quantity

Unit Price

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


038Page 7 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

STABILIZED CONSTRUCTION ACCESS 2.033 265 0100 EA

REMOVE STABILIZED CONSTRUCTION ACCESS 2.034 265 0101 EA

TRAFFIC SERVICE AGGREGATE 32,443.035 302 0050 TON

AGGREGATE BASE COURSE CL 4 19,736.036 302 0115 TON

AGGREGATE BASE COURSE CL 5 180,165.037 302 0120 TON

SALVAGE & RELAY AGGREGATE SURFACE COURSE 274.038 302 0401 TON

TACK COAT 57,513.039 401 0050 GAL

PRIME COAT 34,570.040 401 0060 GAL

BLOTTER MATERIAL CL 44 1,037.041 401 0160 TON

MILLING PAVEMENT SURFACE 191,573.042 411 0105 SY

MILLING PAVEMENT SURFACE - 4 INCH 2,107.043 411 0118 SY

SUPERPAVE FAA 45 119,089.044 430 0045 TON

CORED SAMPLE 718.045 430 1000 EA

PG 58H-28 ASPHALT CEMENT 3007,145.046 430 5806 TON

MOBILIZATION 1.047 702 0100 L SUM

FLAGGING 2,000.048 704 0100 MHR

SpecNo.


Approx.Quantity

Unit Price

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


038Page 8 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

TRAFFIC CONTROL SIGNS 5,076.049 704 1000 UNIT

ATTENUATION DEVICE-TYPE B-65 4.050 704 1043 EA

PORTABLE RUMBLE STRIPS 4.051 704 1048 EA

TYPE III BARRICADE 12.052 704 1052 EA

DELINEATOR DRUMS 318.053 704 1060 EA

TUBULAR MARKERS 335.054 704 1067 EA

STACKABLE VERTICAL PANELS 449.055 704 1080 EA

VERTICAL PANELS-BACK TO BACK 47.056 704 1081 EA

PILOT CAR 1,000.057 704 1185 HR

OBLITERATION OF PAVEMENT MARKING 1,353.058 704 1500 SF

PRECAST CONCRETE MED BARRIER-STATE FURNISHED 36.059 704 3510 EA

PORTABLE CHANGEABLE MESSAGE SIGN 2.060 704 4011 EA

FIELD OFFICE 1.061 706 0400 EA

AGGREGATE LABORATORY 1.062 706 0500 EA

BITUMINOUS LABORATORY 1.063 706 0550 EA

CONTRACTOR'S LABORATORY 1.064 706 0600 EA

SpecNo.


Approx.Quantity

Unit Price

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


038Page 9 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

GEOSYNTHETIC MATERIAL TYPE RR 101.065 709 0155 SY

PIPE CONC REINF 24IN CL III 384.066 714 0615 LF







PIPE CONC REINF ARCH 73IN X 45IN CL III 68.073 714 2170 LF

END SECT-CONC REINF 18IN 2.074 714 3010 EA


END SECT-TRAVERSABLE REINF. CONC.24IN 20.076 714 3023 EA





SpecNo.


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


038Page 10 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS



16FT 7IN X 10FT 1IN STR PLATE PIPE ARCH .249IN 70.083 714 3720 LF

PIPE CONDUIT 24IN-APPROACH 574.084 714 4106 LF

PIPE CONDUIT 30IN 220.085 714 4110 LF

PIPE CONDUIT 54IN-APPROACH 480.086 714 4132 LF

PIPE CONDUIT 30IN-JACKED OR BORED 440.087 714 4166 LF

PIPE CORR STEEL .064IN 18IN 422.088 714 5015 LF

PIPE CORR STEEL .064IN 24IN 156.089 714 5035 LF

END SECT METAL 18IN 22.090 714 6500 EA

END SECT-TRAVERSABLE METAL 18IN 19.091 714 6501 EA

END SECT METAL 24IN 4.092 714 6505 EA

END SECT-TRAVERSABLE METAL 24IN 8.093 714 6506 EA

PIPE PVC 24IN 272.094 714 7042 LF

CATTLE PASS CONC INTERMED SECTION 154.095 714 9200 LF

END SECTION CONC CATTLE PASS 4.096 714 9350 EA

SpecNo.


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038Page 11 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

REMOVE & RELAY CONC CATTLE PASS END SECTION 4.097 714 9611 EA

REMOVE & RELAY END SECTION-ALL TYPE & SIZES 26.098 714 9660 EA

RIGHT OF WAY MARKERS 312.099 720 0110 EA

ALIGNMENT MONUMENTS 57.100 720 0125 EA

IRON PIN R/W MONUMENTS 249.101 720 0130 EA

IRON PIN REFERENCE MONUMENTS 63.102 720 0135 EA

FENCE BARBED WIRE 4 STRAND 40,536.103 752 0200 LF

TEMPORARY FENCE 46,089.104 752 0905 LF

TEMPORARY SAFETY FENCE 1,708.105 752 0911 LF

FENCE REMOVE & RESET 3,659.106 752 0922 LF

FENCE TERMINAL 8.107 752 0993 EA

VEHICLE GATE 7.108 752 2100 EA

RESET VEHICLE GATE 4.109 752 2110 EA

REMOVE VEHICLE GATE 11.110 752 2120 EA

CORNER ASSEMBLY-WOOD POST 157.111 752 2995 EA

DOUBLE BRACE ASSEMBLY BARBED WIRE 9.112 752 4100 EA

SpecNo.


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038Page 12 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 366.113 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 366.114 754 0112 SF

DIAMOND GRADE DELINEATORS-TYPE A 57.115 754 0195 EA

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 1,399.116 754 0206 LF

REFERENCE MARKER-TYPE C 16.117 754 0563 EA

RESET SIGN PANEL 14.118 754 0592 EA

RESET SIGN SUPPORT 3.119 754 0593 EA

OBJECT MARKERS - CULVERTS 178.120 754 0805 EA

RUMBLE STRIPS - ASPHALT SHOULDER 35032.121 760 0005 MILE

RUMBLE STRIPS - ASPHALT CENTERLINE 17416.122 760 0007 MILE

EPOXY PVMT MK MESSAGE 1,162.123 762 0112 SF

EPOXY PVMT MK 4IN LINE 263,086.124 762 0113 LF

EPOXY PVMT MK 8IN LINE 10,582.125 762 0115 LF

EPOXY PVMT MK 24IN LINE 291.126 762 0117 LF

SHORT TERM 4IN LINE-TYPE NR 252,726.127 762 0430 LF

SHORT TERM 8IN LINE-TYPE NR 30,168.128 762 0434 LF

SpecNo.


Approx.Quantity

Unit Price

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


038Page 13 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

REMOVE BOX BEAM GUARDRAIL 370.129 764 2080 LF

REMOVE END TREATMENT & TRANSITION 4.130 764 2081 EA

MAILBOX-ALL TYPES 9.131 766 0100 EA

DESTINATION LIGHTING 1.132 770 0007 EA

TEMPORARY STREAM DIVERSION 1.133 900 1000 EA

CATTLE GUARD RESET 2.134 980 0170 EA

SUBTOTAL

ALTERNATE A

RIPRAP GRADE II 125.135 256 0200 CY

CLASS AE-3 CONCRETE-BOX CULVERT 100889.136 602 1131 CY

REINFORCING STEEL-GRADE 60-BOX CULVERT 107,821.137 612 0114 LBS

GEOSYNTHETIC MATERIAL TYPE G 920.138 709 0100 SY


SUBTOTAL ALTERNATE A

SpecNo.


Approx.Quantity

Unit Price

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


038Page 14 of 16

3/6/2018


CodeNo.


ItemNo.

Project: SOIB-7-804(060)267 (PCN-21785)

Rev: BID ITEMS

ALTERNATE B

RIPRAP GRADE II 135.140 256 0200 CY

DBL 12FT X 10FT PRECAST RCB CULVERT 266.141 606 3210 LF

DBL 12FT X 10FT PRECAST RCB END SECTION 2.142 606 7210 EA

GEOSYNTHETIC MATERIAL TYPE G 1,000.143 709 0100 SY


SUBTOTAL ALTERNATE B

SUBTOTAL + SUBTOTAL ALTERNATE A

SUBTOTAL + SUBTOTAL ALTERNATE B

BORROW AREA LIST North Dakota Department of Transportation, Design SFN 9683 (10-2017)

PCN Project Number Type of Project Borrow Area Number

Borrow Cu. Yd. Entered at Station Approximate Topsoil Minimum Payment Cost Per Cu. Yd. Acreage

Location

Owner

Contractor's Responsibilities

1. Make a minimum payment of $__________ equivalent to _____ percent of the estimated __________ cubic yardage. After the contractor has removed the minimum quantity estimated, the contractor shall pay the grantor 80 percent of the minimum payment within 30 days after NDDOT has made payment to the contractor. The balance of the royalty payment shall be paid to the grantor within 30 days after NDDOT makes final payment to the contractor and the contractor has obtained a pit release from the grantor.

2. The contractor will contact the landowner to determine final leveling requirements. A copy of the final plan signed by the owner and contractor will be submitted to the engineer before any borrow is removed.

3. In accordance with Section 203.04 D of the Standard Specifications. 4. A minimum depth of 6" topsoil will be stripped. In those areas where topsoil depth is in excess of 6", a

maximum of 12" will be stripped.

ND Department of Transportation Responsibilities

1. Pay cash rent on the disturbed acreage at the rate of $_________ per acre. If the optioned area is still being utilized for borrow after May 15 of the following year, an additional year's cash rent will be paid.

2. Make an additional rehabilitation payment on the disturbed acreage in the sum of $_________ per acre. Total estimated NDDOT responsibility = $_________

21785 SOIB-7-804(060)267 Major Rehabilitation B-1

290,000 14350+33 57,112 CY $65,250 $0.75 35.4 acres

East 1800' of South 1000' of SW1/4 Sec 25 Twp 155N Rge 94W

Dennis A. Rehak

65,250 30 290,000

35.00

250.0010,089

Text40:

2020

155 9425

County: Mountrail

Conditions:

S. T. N, R WSW1/4

NDDOT Material Source Certificate of ApprovalExpires December 31st

Pit Name: B-1 - Rehak

MN-1254

This location is approved for use, provided all avoidance areas shown on the map are avoided and all Conditions listed above and below are complied with.

NDDOT advises that all applicants (contractors or their representatives) may be subject to meeting certain legal responsibilities pursuant to one or more of the following authorities administered by the USFWS: Migratory Bird Treaty Act (MBTA) (16 U.S.C. 703 et seq.); Endangered Species Act (ESA) (16 U.S.C. 1531 et seq.); and Bald and Golden Eagle Protection Act (BGEPA) (16 U.S.C. 668‐668d, 54 Stat. 250). It is the responsibility of the applicants and/or any individual conducting activities at any approved site to fulfill the requirements of these Acts. The contractor will be responsible obtaining all applicable permits outlined in Section 107 of the Standard Specifications for Road and Bridge Construction (SSRBC). Additionally, contractor will be responsible for any impacts to wetlands, including permitting those impacts and mitigating the loss of the wetlands. As with all projects, if cultural artifacts and/or features (e.g., stone tools, fire hearths, stone circles, burials) are encountered, provisions outlined in Section 107.06 of SSRBC shall be followed.

This approval does not imply landowner permission to acquire material at this location. An agreement with the landowner is still necessary. If you have any questions regarding material sources please email [email protected]

BORROW AREA LIST North Dakota Department of Transportation, Design SFN 9683 (10-2017)

PCN Project Number Type of Project Borrow Area Number

Borrow Cu. Yd. Entered at Station Approximate Topsoil Minimum Payment Cost Per Cu. Yd. Acreage

Location

Owner

Contractor's Responsibilities

1. Make a minimum payment of $__________ equivalent to _____ percent of the estimated __________ cubic yardage. After the contractor has removed the minimum quantity estimated, the contractor shall pay the grantor 80 percent of the minimum payment within 30 days after NDDOT has made payment to the contractor. The balance of the royalty payment shall be paid to the grantor within 30 days after NDDOT makes final payment to the contractor and the contractor has obtained a pit release from the grantor.

2. The contractor will contact the landowner to determine final leveling requirements. A copy of the final plan signed by the owner and contractor will be submitted to the engineer before any borrow is removed.

3. In accordance with Section 203.04 D of the Standard Specifications. 4. A minimum depth of 6" topsoil will be stripped. In those areas where topsoil depth is in excess of 6", a

maximum of 12" will be stripped.

ND Department of Transportation Responsibilities

1. Pay cash rent on the disturbed acreage at the rate of $_________ per acre. If the optioned area is still being utilized for borrow after May 15 of the following year, an additional year's cash rent will be paid.

2. Make an additional rehabilitation payment on the disturbed acreage in the sum of $_________ per acre. Total estimated NDDOT responsibility = $_________

21785 SOIB-7-804(060)267 Major Rehabilitation B-2

130,000 14978+37 52,237 CY $29,250 $0.75 35.6 acres

E1/2 SW1/4 Sec 6 Twp 154N Rge 95W

Robert L. Stockman and Genevieve Stockman

29,250 30 130,000

35.00

250.0010,146

Text40:

2020

154 956

County: Williams

Conditions:

S. T. N, R WE1/2SW1/4

NDDOT Material Source Certificate of ApprovalExpires December 31st

Pit Name: B-2

WI-1178

This location is approved for use, provided all avoidance areas shown on the map are avoided and all Conditions listed above and below are complied with.

NDDOT advises that all applicants (contractors or their representatives) may be subject to meeting certain legal responsibilities pursuant to one or more of the following authorities administered by the USFWS: Migratory Bird Treaty Act (MBTA) (16 U.S.C. 703 et seq.); Endangered Species Act (ESA) (16 U.S.C. 1531 et seq.); and Bald and Golden Eagle Protection Act (BGEPA) (16 U.S.C. 668‐668d, 54 Stat. 250). It is the responsibility of the applicants and/or any individual conducting activities at any approved site to fulfill the requirements of these Acts. The contractor will be responsible obtaining all applicable permits outlined in Section 107 of the Standard Specifications for Road and Bridge Construction (SSRBC). Additionally, contractor will be responsible for any impacts to wetlands, including permitting those impacts and mitigating the loss of the wetlands. As with all projects, if cultural artifacts and/or features (e.g., stone tools, fire hearths, stone circles, burials) are encountered, provisions outlined in Section 107.06 of SSRBC shall be followed.

This approval does not imply landowner permission to acquire material at this location. An agreement with the landowner is still necessary. If you have any questions regarding material sources please email [email protected]

NOTES Revised 03/05/2018

3/5/2018 9:39:26 AM R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SOIB-7-804(060)267 6 5

This document was originally issued and sealed by

Ranka Samardzic, Registration Number

PE-4888, on 03/05/18 and the original document

is stored at the North Dakota Department of Transportation.

714-P03 TEMPORARY CATTLE PASS EXTENSIONS AND PLUGS: There is a 4’x6’ cattle pass located at Sta 14344+13 that will need to be extended permanently and temporarily. Temporary extension is needed for the duration of temporary roadway widening required to maintain two-way traffic through the reconstruction area. In order to maintain flow during the traffic shift, place a 24" PVC pipe through the cattle pass to the edges of the temporary roadway embankment."

Place the 24” PVC pipe in the flow line at the bottom of the existing cattle pass. Design and construct a temporary plug for the area between the outside of the 24” PVC pipe and the inside of the existing cattle pass at both ends. The area must stay plugged the entire time that the temporary embankment is in place. Both plugs must be strong enough to hold up under the traffic. If the plugged area fails while the temporary embankment is still in use, repair the failed area at the Contractor’s expense. Include the cost to build, install, and remove temporary plug in the unit price bid for “Cattle Pass Conc Intermediate Section.”

714-P04 PIPE EXTENSIONS: Remove the silted-in material from the pipes before extending them.

Include the cost of removing the silt in the price bid for “Common Excavation-Type A”. Assume all pipes require silt cleanout.

714-P05 STRUCTUAL PLATE PIPE ARCH: The allowable minimum wall thickness for the structural

plate arch pipe at Sta 14689+28 is 0.109 inches. 752-P01 TEMPORARY FENCE: Verify the need for temporary fence with the landowner. Place

temporary fencing around temporary construction easements where existing fence is removed until permanent fencing is in place. Include the cost to install and remove temporary fencing in the unit price bid for “Temporary Fence.”

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 MAILBOX: Contact the landowner prior to replacing the mailbox at Sta 14648+19 – LT.

Replace the mailbox in its current location.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SOIB-7-804(060)267 1

REVISED 03/06/2018

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

201 0352 REMOVAL OF TREES & BRUSH L SUM 1 1

202 0021 REMOVE AGGREGATE BASE & SURFACING TON 24,719 24,719

202 0105 REMOVAL OF STRUCTURE L SUM 1 1

202 0169 REMOVAL OF END SECTION-ALL TYPES & SIZES EA 27 27

202 0174 REMOVAL OF PIPE ALL TYPES AND SIZES LF 1,135 1,135

202 0312 REMOVE EXISTING FENCE LF 38,972 38,972

203 0101 COMMON EXCAVATION-TYPE A CY 186,015 186,015

203 0109 TOPSOIL CY 138,106 138,106

203 0122 TOPSOIL-DEPT OPTION BORROW AREA CY 109,385 109,385

203 0140 BORROW-EXCAVATION CY 415,715 415,715

210 0050 BOX CULVERT EXCAVATION EA 1 1

210 0127 CHANNEL EXCAVATION L SUM 1 1

210 0210 FOUNDATION FILL CY 1,580 1,580

210 0405 FOUNDATION PREPARATION-BOX CULVERT EA 1 1

216 0100 WATER M GAL 11,074 11,074

251 0200 SEEDING CLASS II ACRE 191.2 191.2

251 2000 TEMPORARY COVER CROP ACRE 191.2 191.2

253 0101 STRAW MULCH ACRE 376 376

255 0102 ECB TYPE 2 SY 99,758 99,758

255 0104 ECB TYPE 4 SY 46,289 46,289

255 0201 TRM TYPE 1 SY 13,277 13,277

256 0300 RIPRAP GRADE III CY 65 65

260 0200 SILT FENCE SUPPORTED LF 37,520 37,520

260 0201 REMOVE SILT FENCE SUPPORTED LF 37,520 37,520

261 0112 FIBER ROLLS 12IN LF 79,199 79,199

261 0113 REMOVE FIBER ROLLS 12IN LF 11,531 11,531

261 0120 FIBER ROLLS 20IN LF 41,718 41,718

261 0121 REMOVE FIBER ROLLS 20IN LF 40,543 40,543

262 0100 FLOTATION SILT CURTAIN LF 1,045 1,045

262 0101 REMOVE FLOTATION SILT CURTAIN LF 1,045 1,045

265 0100 STABILIZED CONSTRUCTION ACCESS EA 2 2

ESTIMATE NUMBER: 18134 RUN DATE: 03/06/2018 TIME: 08:46:12


NO.SHEETNO.

ND 8

SOIB-7-804(060)267 3

REVISED 03/06/2018


714 0820 PIPE CONC REINF 30IN CL III LF 480 480






714 2170 PIPE CONC REINF ARCH 73IN X 45IN CL III LF 68 68

714 3010 END SECT-CONC REINF 18IN EA 2 2


714 3023 END SECT-TRAVERSABLE REINF. CONC.24IN EA 20 20







714 3720 16FT 7IN X 10FT 1IN STR PLATE PIPE ARCH .249IN LF 70 70

714 4106 PIPE CONDUIT 24IN-APPROACH LF 574 574

714 4110 PIPE CONDUIT 30IN LF 220 220

714 4132 PIPE CONDUIT 54IN-APPROACH LF 480 480

714 4166 PIPE CONDUIT 30IN-JACKED OR BORED LF 440 440

714 5015 PIPE CORR STEEL .064IN 18IN LF 422 422

714 5035 PIPE CORR STEEL .064IN 24IN LF 156 156

714 6500 END SECT METAL 18IN EA 22 22

714 6501 END SECT-TRAVERSABLE METAL 18IN EA 19 19

714 6505 END SECT METAL 24IN EA 4 4

714 6506 END SECT-TRAVERSABLE METAL 24IN EA 8 8

714 7042 PIPE PVC 24IN LF 272 272

714 9200 CATTLE PASS CONC INTERMED SECTION LF 154 154

714 9350 END SECTION CONC CATTLE PASS EA 4 4

714 9611 REMOVE & RELAY CONC CATTLE PASS END SECTION EA 4 4

714 9660 REMOVE & RELAY END SECTION-ALL TYPE & SIZES EA 26 26

720 0110 RIGHT OF WAY MARKERS EA 312 312



NO.SHEETNO.

ND 8

SOIB-7-804(060)267 4

REVISED 03/06/2018


720 0125 ALIGNMENT MONUMENTS EA 57 57

720 0130 IRON PIN R/W MONUMENTS EA 249 249

720 0135 IRON PIN REFERENCE MONUMENTS EA 63 63

752 0200 FENCE BARBED WIRE 4 STRAND LF 40,536 40,536

752 0905 TEMPORARY FENCE LF 46,089 46,089

752 0911 TEMPORARY SAFETY FENCE LF 1,708 1,708

752 0922 FENCE REMOVE & RESET LF 3,659 3,659

752 0993 FENCE TERMINAL EA 8 8

752 2100 VEHICLE GATE EA 7 7

752 2110 RESET VEHICLE GATE EA 4 4

752 2120 REMOVE VEHICLE GATE EA 11 11

752 2995 CORNER ASSEMBLY-WOOD POST EA 157 157

752 4100 DOUBLE BRACE ASSEMBLY BARBED WIRE EA 9 9

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 366 366

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 366 366

754 0195 DIAMOND GRADE DELINEATORS-TYPE A EA 57 57

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 1,399 1,399

754 0563 REFERENCE MARKER-TYPE C EA 16 16

754 0592 RESET SIGN PANEL EA 14 14

754 0593 RESET SIGN SUPPORT EA 3 3

754 0805 OBJECT MARKERS - CULVERTS EA 178 178

760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 32.35 32.35

760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 16.174 16.174

762 0112 EPOXY PVMT MK MESSAGE SF 1,162 1,162

762 0113 EPOXY PVMT MK 4IN LINE LF 263,086 263,086

762 0115 EPOXY PVMT MK 8IN LINE LF 10,582 10,582

762 0117 EPOXY PVMT MK 24IN LINE LF 291 291

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 252,726 252,726

762 0434 SHORT TERM 8IN LINE-TYPE NR LF 30,168 30,168

764 2080 REMOVE BOX BEAM GUARDRAIL LF 370 370

764 2081 REMOVE END TREATMENT & TRANSITION EA 4 4

766 0100 MAILBOX-ALL TYPES EA 9 9

770 0007 DESTINATION LIGHTING EA 1 1


WILLIAMS COUNTY

MONUMENTS & RIGHT OF WAY MARKERS

Chain Point Northing Easting Station OffsetMonument

Alignment

Monument

Iron Pin RW

Monument

Reference

Iron Pin

(witness post)

RW Marker

SCLND1804W 9526 447947.02 1390422.56 14754+38.72 -425.00 X X

SCLND1804W 9405 448392.55 1389717.38 14761+56.24 0.38 X

SCLND1804W 9528 448426.97 1388489.74 14772+47.69 360.75 X X

SCLND1804W 9406 447324.51 1387948.60 14783+39.13 0.00 X

SCLND1804W 9529 447136.03 1387967.48 14785+00.00 -100.00 X X

SCLND1804W 9530 447147.05 1387945.04 14785+00.00 -75.00 X X

SCLND1804W 9531 447213.14 1387810.39 14785+00.00 75.00 X X

SCLND1804W 9532 447228.57 1387778.97 14785+00.00 110.00 X X

SCLND1804W 9407 447124.96 1387850.65 14785+61.42 0.00 X

SCLND1804W 9608 447080.90 1387940.42 14785+61.42 -100.00 X X

SCLND1804W 9609 447173.43 1387751.91 14785+61.42 110.00 X X

SCLND1804W 9533 446956.49 1387879.36 14787+00.00 -100.00 X X

SCLND1804W 9534 446967.51 1387856.91 14787+00.00 -75.00 X X

SCLND1804W 9535 447040.22 1387708.80 14787+00.00 90.00 X X

SCLND1804W 9536 447049.03 1387690.84 14787+00.00 110.00 X X

SCLND1804W 9408 446925.03 1387752.51 14787+84.14 0.00 X

SCLND1804W 9537 446891.98 1387819.84 14787+84.14 -75.00 X X

SCLND1804W 9538 446964.68 1387671.72 14787+84.14 90.00 X X

SCLND1804W 9540 446096.59 1387138.38 14798+00.00 -90.00 X X

SCLND1804W 9541 446109.12 1387130.13 14798+00.00 -75.00 X X

SCLND1804W 9539 445822.95 1387211.56 14798+75.28 -360.52 X X

SCLND1804W 9542 445870.98 1386675.57 14802+93.07 -90.00 X X

SCLND1804W 9543 445811.07 1386457.32 14805+09.32 -90.00 X X

SCLND1804W 9544 445956.16 1386337.14 14806+00.00 75.00 X X

SCLND1804W 9545 445970.96 1386334.69 14806+00.00 90.00 X X

SCLND1804W 9409 445857.34 1385984.35 14809+66.43 0.00 X

SCLND1804W 9546 445767.38 1385981.83 14809+66.43 -90.00 X X

SCLND1804W 9547 445771.12 1385848.31 14811+00.00 -90.00 X X

SCLND1804W 9548 445786.11 1385848.73 14811+00.00 -75.00 X X

SCLND1804W 9610 445952.95 1385249.96 14817+03.21 75.00 X X

SCLND1804W 9410 445880.09 1385172.89 14817+78.20 0.00 X

SCLND1804W 9612 445956.89 1385100.27 14818+52.68 75.00 X X

SCLND1804W 9611 445792.33 1385080.08 14818+68.84 -90.00 X X

SCLND1804W 9549 446007.03 1383053.57 14839+00.00 75.00 X X

SCLND1804W 9550 446022.02 1383053.93 14839+00.00 90.00 X X

SCLND1804W 9551 446014.37 1382753.66 14842+00.00 75.00 X X

SCLND1804W 9552 446029.37 1382754.02 14842+00.00 90.00 X X

SCLND1804W 9614 446019.70 1382536.13 14844+17.59 75.00 X X

SCLND1804W 9411 445944.74 1382533.86 14844+18.03 0.00 X

SCLND1804W 9613 445854.77 1382531.14 14844+18.54 -90.00 X X

SCLND1804W 9553 446048.66 1381354.08 14856+00.00 75.00 X X

SCLND1804W 9554 446063.66 1381354.44 14856+00.00 90.00 X X

SCLND1804W 9615 445917.21 1379982.60 14864+25.86 -75.00 X X

SCLND1804W 9615 445917.21 1379982.60 14864+25.86 -90.00 X X

SCLND1804W 9616 446097.15 1379987.01 14869+67.85 90.00 X X

SCLND1804W 9412 446009.39 1379894.83 14870+57.85 0.00 X

SCLND1804W 9617 445922.29 1379803.35 14871+46.47 -90.00 X X

SCLND1804W 9618 446102.28 1379806.38 14871+49.25 90.00 X X

SCLND1804W 9413 446024.19 1379435.13 14875+17.79 0.00 X

SCLND1804W 9555 445934.24 1379432.23 14875+17.79 -90.00 X X

SCLND1804W 9556 446114.15 1379438.03 14875+17.79 90.00 X X

SCLND1804W 9557 446099.58 1379200.81 14877+50.00 75.00 X X

SCLND1804W 9558 446114.57 1379200.38 14877+50.00 90.00 X X

SCLND1804W 9559 446075.54 1378866.05 14880+79.26 75.00 X X

SCLND1804W 9560 446020.53 1378523.71 14884+19.43 75.00 X X

SCLND1804W 9561 446056.96 1378417.66 14885+12.66 133.32 X X

SCLND1804W 9562 445907.64 1378099.69 14888+50.00 75.00 X X

SCLND1804W 9563 445921.89 1378095.02 14888+50.00 90.00 X X

SCLND1804W 9564 445490.74 1377565.78 14895+07.53 -100.00 X X

SCLND1804W 9414 445579.03 1377518.82 14895+07.54 0.00 X

Chain Point Northing Easting Station OffsetMonument

Alignment

Monument

Iron Pin RW

Monument

Reference

Iron Pin

(witness post)

RW Marker

SCLND1804W 9565 445499.57 1377561.08 14895+07.54 -90.00 X X

SCLND1804W 9566 445658.50 1377476.57 14895+07.54 90.00 X X

SCLND1804W 9415 445431.02 1377240.46 14898+22.81 0.00 X

SCLND1804W 9619 445342.73 1377287.41 14898+22.81 -100.00 X X

SCLND1804W 9620 445510.49 1377198.21 14898+22.81 90.00 X X

SCLND1804W 9416 445137.85 1376689.11 14904+47.26 0.00 X

SCLND1804W 9567 445217.31 1376646.85 14904+47.27 90.00 X X

SCLND1804W 9568 444933.88 1376506.41 14907+00.00 -100.00 X X

SCLND1804W 9569 444942.91 1376502.11 14907+00.00 -90.00 X X

SCLND1804W 9570 444206.61 1374937.75 14923+56.82 -333.63 X X

SCLND1804W 9571 444378.55 1374604.75 14926+53.11 -120.04 X X

SCLND1804W 9572 444272.99 1374568.48 14926+98.37 -221.46 X X

SCLND1804W 9573 444620.13 1373063.29 14942+00.00 75.00 X X

SCLND1804W 9574 444634.93 1373065.78 14942+00.00 90.00 X X

SCLND1804W 9417 444557.53 1372985.48 14942+66.38 0.00 X

SCLND1804W 9575 444646.11 1373001.41 14942+66.38 90.00 X X

SCLND1804W 9418 444744.18 1371947.08 14953+21.43 0.00 X

SCLND1804W 9621 444670.37 1371933.81 14953+21.43 -75.00 X X

SCLND1804W 9622 444832.76 1371963.00 14953+21.43 90.00 X X

SCLND1804W 9419 444908.76 1371031.49 14962+51.69 0.00 X

SCLND1804W 9576 444997.34 1371047.41 14962+51.69 90.00 X X

SCLND1804W 9420 444995.78 1370213.90 14970+74.60 0.00 X

SCLND1804W 9577 445085.73 1370216.98 14970+74.60 90.00 X X

SCLND1804W 9623 445109.27 1369529.34 14977+62.64 90.00 X X

SCLND1804W 9421 445022.41 1369436.32 14978+52.64 0.00 X

SCLND1804W 9600 447993.44 1401150.36 Off Chain Off Chain X X

SCLND1804W 9601 448143.38 1401154.53 Off Chain Off Chain X X

TOTALS FOR WILLIAMS COUNTY 22 80 23 103

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\010BE_008_RW Markers and Monuments.dgn9:37:38 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

10

SOIB-7-804(060)267 8

ND Highway 1804 Widening & HMA Overlay

Monuments and Right of Way Markers

Mountrail County Rd 5 to Williams County Rd 21

BASIS OF ESTIMATE

Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18

1

2

Station"X"

Dim

14689+28 0.109"

Lt Rt

15'-0"

Type of Pipe

1804-278.213

Bridge No.

X

RPLength

Existing

62'

Barrel Extension Plate Pipe Barrel

Existing Structural

Y

"Y"

DimLF

Pay Length

(Not to Scale)

Longitudinal View

(Not to Scale)

End View - Arch Pipe

Arch

SPP

Rise

Span Rise

Span

Size

Pipe

Equivalent

shown prior to fabrication.

plate pipe pay items. Field verify pipe dimensions

bedding and backfill in the price bid for the structural

Include costs for equipment, labor, material, excavation,

or replace the beveled ends as shown.

ends on the existing pipe, install the new pipe sections and re-install

for the structural plate pipe extension. Remove beveled

Match the existing pipe section, gauge thickness and corrugations

specifications.

Tighten all bolts in the assembly to the pipe manufacturer's torque

specifications.

and all bolts in the structure are tightened to the manufacturer's

Do not place backfill until all plates in a ring are complete

Notes:

Beveled End

278.213 16'-7" 10'-1"--- 2'-10"35' 35'

Pay Length

"D"

Diameter

Pipe

Structural Plate Pipe - Arch ---

Thickness

Min. Wall

Metal

Galv.

20

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\020GD_007_SPP_Extension.dgn9:37:39 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 7



STRUCTURAL PLATE PIPE EXTENTION DETAIL

Ranka Samardzic,

4888

03/05/18

Revised 03/05/2018

REMOVAL OF TREES & BRUSH *QUANTITY

Trees 1

Shrubs 10

*Quantity shown for informational purposes only. Included in price bid 201 0352 Removal of Trees & Brush.

5 Total

Remove Shrubs

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\040RM_012_Removals.dgn9:37:43 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 40 12

REMOVALS



Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18

Grading Tie Line

14850

+00

14855

+00

14860

+00

14865

+00

10'

10'15'10' 10'

25'

25'

10'15'

15'

15'

10'

Sec 33

T-155-N

R-95-W

Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W

Sec 4

T-154-N

R-95-W

Twp line

Lg\Sm trees

NW COMM

Gas Vent Pipe

3 C

ath

odic M

kr

2 G

as M

kr

Gas Mkr4 Cathodic Mkr

E Mtr

Post

E Mtr3" IP

3 Gas

Vent Pipe

FO

Tel

Ped

Abn

Pull Box

Trees/brush

NW COMM

Gas Mkr

4 OH lines

Tel

Mkr

3 H

ES

S pipelines

HESS F

O line

HE

SS F

O line

TES

OR

O H

GH P

LNS P

L

R-RID

ER E

LE

C

HESS pipelin

e

Lg tre

es

OH clearance 19.6'

at 14855+11 - `

Remove Tree

5 Total

Remove Shrubs

5 Total

Remove Shrubs

Grading Tie Line

14870

+00

14875

+00

14880

+00

14885

+00

14890

+00

10'

15'

10'

10'

15'

10'

10'

15'

10'15'

15'

103rd A

ve N

W

25'

Sec 33T-155-NR-95-W Sec 32

T-155-NR-95-W

Sec line

Sec line

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Twp lineTwp line

33'33'

33'33'

33'

33'

75'

75'

75'

75'

NW C

OM

M

Lg\Sm trees

Lg\Sm trees

Lg\Sm trees

Lg\Sm tre

es

FO Tel Ped

FO Tel Ped

NW COMM

Gas vent pipe

Gas vent pipe Ð

NW COMM

Lg tre

es

Lg tre

es

FO Mkr

FO Tel PedFO Tel Ped

ELFO

Mkr

4 OH lines

OH clearance 20.2'at 14871+23 - 1' LT

The NW COMM line on this project are copper lines. NW COMM will bereplacing the copper lines with Fiber

OH clearance 24.4

'

at 14883+65 - 11

' RT

Gov lot line

Rec 1/4 Cor

#5 Rebar Cap 3756

SPEC CODE BID ITEM UNIT QUANTITY

202 0169 REMOVAL OF END SECTION - ALL TYPES & SIZES

Sta 14851+37 - CL (Lt) EA 1

714 0615 PIPE CONC REINF 24IN CL III

Sta 14851+37 - CL (Lt) LF 12

Sta 14851+37 - CL (Rt) LF 8


Sta 14858+99 - CL (Lt) LF 16

Sta 14858+99 - CL (Rt) LF 14

714 3020 END SECT - CONC REINF 24IN

Sta 14851+37 - CL (Lt) EA 1

714 5015 PIPE CORR STEEL 064IN 18IN

Sta 14856+65 - 54' Lt (Bk) LF 28

Sta 14856+65 - 54' Lt (Ahd) LF 20

714 6501 END SECT - TRAVERSABLE METAL 18IN

Sta 14856+65 - 54' Lt (Bk & Ahd) EA 2

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

Sta 14851+37 - CL (Rt) EA 1

Sta 14858+99 - CL (Lt & Rt) EA 2

Extend 16 LF Lt & 14 LF Rt

Remove & Relay 2 RCFES

Extend 12 LF Lt & 8 LF Rt

Remove & Dispose 1 RCFES Lt

Remove & Relay 1 RCFES Rt

Install 1 RCTES Lt

Invert = 1988.71

Invert = 1990.64

Extend 28 LF Bk & 20 LF Ahd

Install 2 CSTES

Invert = 1993.56 Invert = 1993.52 Invert = 1990.52

Invert = 1988.55

Remove & Dispose 44 LF CSP

Install 64 LF 24" Pipe Conduit - Approach

Invert = 1990.87

Sec 33

T-155-N

R-95-W

N 445944.74

E 1382533.86

R/W Mon

Sec 4

T-154-N

R-95-W

14 Line

14 Line

R/W Mon

R/W Mon

Rec 1/4 C

or

5288.9

4' N to

#5 R

ebar

Cap 3

756

PO

T 14844

+13.74

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

1960

1965

1970

1975

1980

1985

1990

1995

2000

2005

2010

2015

2020

2025

2030

2035

1960

1965

1970

1975

1980

1985

1990

1995

2000

2005

2010

2015

2020

2025

2030

2035

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\060PP_038_Sta 14845+00 to Sta 14865+00.dgn9:37:45 AM

of Transportation



on and the original

PE- ,

Registration Number



3860SOIB-7-804(060)267



PLAN & PROFILE

4888

Ranka Samardzic,

Revised 03/05/2018

03/05/18

14851+41 - `24" X 86' RCP (fair)2 RCFES (fair)


14866+34 - 41' Lt18" X 44' CSP (poor)

1988.711988.81

1989.79

1990.231990.44

Wire

Riprap

Gas Vent Pipe

3 C

ath

odic M

kr

2 G

as M

kr

Gas Mkr4 Cathodic Mkr

Conc

E Mtr

Livestock

pump house

ConcPost

Livestock

pump house

E Mtr3" IP

3 Gas

Vent Pipe

FO

Tel

Ped

Abn

Pull Box

1993.52

14856+69 - 54' LT

18" X 56' RCP (poor)

1993.55

Trees/brush

NW COMM

Gas Mkr

Wire

Wire

Tel

Mkr

Wire

Asph

Ht restriction line3 H

ES

S pipelines

HESS F

O line

HE

SS F

O line

TES

OR

O H

GH P

LNS P

L

R-RID

ER E

LE

C

HESS pipelin

e

Dirt

Gr

Wire Wire

Chnlk

Lg tre

es

Grain bin

OH clearance 19.6'

at 14855+11 - `

10' 10'

10'15'10' 10'

25'

25'

10'15'

15'15'

15'

10'

Invert = 1988.71 Rt

Invert = 1990.64 Lt

Sta 14851+37 - 24" RCP

Invert = 1988.55 Rt

Invert = 1990.52 Lt

Sta 14858+99 - 42" RCP

Top of Proposed Pavement

Top of Existing Pavement

14844+00 14845+00 14846+00 14847+00 14848+00 14849+00 14850+00 14851+00 14852+00 14853+00 14854+00 14855+00 14856+00 14857+00 14858+00 14859+00 14860+00 14861+00 14862+00 14863+00 14864+00 14865+00 14866+00

1,997.53

1,998.37

1,999.04

1,999.39

1,999.94

2,000.20

2,000.32

2,000.66

2,000.90

2,001.00

2,001.00

2,001.08

2,001.05

2,000.99

2,000.93

2,000.75

2,000.34

1,999.77

1,999.03

1,998.25

1,997.09

1,997.07

1,997.92

1,998.58

1,998.93

1,999.48

1,999.74

1,999.86

2,000.20

2,000.45

2,000.55

2,000.54

2,000.62

2,000.59

2,000.53

2,000.47

2,000.29

1,999.88

1,999.31

1,998.57

1,997.79

1,996.63


202 0169 REMOVAL OF END SECTION - ALL TYPES & SIZES

Sta 14870+53 - 68' Lt (Bk & Ahd) EA 2

202 0174 REMOVAL OF PIPE ALL TYPES & SIZES

Sta 14866+28 - Lt LF 44


Sta 14875+30 - CL (Lt) LF 18

Sta 14875+30 - CL (Rt) LF 14

714 4106 PIPE CONDUIT 24IN - APPROACH

Sta 14866+28 - Lt LF 64

714 5015 PIPE CORR STEEL 064IN 18IN

Sta 14870+53 - 68' Lt (Bk) LF 8

Sta 14870+53 - 68' Lt (Ahd) LF 12

714 6500 END SECT METAL 18IN

Sta 14870+53 - 68' Lt (Bk & Ahd) EA 2

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

Sta 14875+30 - CL (Lt & Rt) EA 2

Extend 18 LF Lt & 14 LF RtRemove & Relay 2 RCFES

Remove & Dispose 44 LF CSPInstall 64 LF 24" Pipe Conduit - Approach

Invert = 1990.87

Invert = 1990.56

Invert = 1983.09

Invert = 1982.58

Invert = 1976.45

Invert = 1978.10

Extend 8 LF Bk & 12 LF AhdRemove & Dispose 2 CSFESInstall 2 CSFES

33'33'

33'33'

33'

33'

75'

75'

75'

75'

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Rec Sec CorRebarN 446009.39E 1379894.83

Sec line

Sec line

Rec1/4 C

or

2649.1

1' N to R

ebar

w/

Plastic C

ap

R/W Mon

R/W Mon

R/W Mon

R/W Mon

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Twp lineTwp line

R/W

Mon R/W

Mon

Rec 1/4 C

or

2628.5

3' S to

#5 R

ebar

Cap 3

756

14865

+00

14870

+00

PI 14870

+53.56

14875

+00

PC 14875

+52.62

14880

+00

14885

+00

PI 14885

+54.04

Curve

PR1804W_23

PI

= 1488

5+54.04

Simpl

e Curv

e

R

= 3,81

9.83

T

= 1,00

1.42

L

= 1,95

8.76

1950

1955

1960

1965

1970

1975

1980

1985

1990

1995

2000

2005

2010

2015

2020

2025

1950

1955

1960

1965

1970

1975

1980

1985

1990

1995

2000

2005

2010

2015

2020

2025

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\060PP_039_Sta 14865+00 to Sta 14885+00.dgn9:37:47 AM

of Transportation



on and the original

PE- ,

Registration Number



3960SOIB-7-804(060)267



PLAN & PROFILE

4888

Ranka Samardzic,

Revised 03/05/2018

03/05/18

NW C

OM

M

Lg\Sm trees

Lg\Sm trees Lg\Sm trees

14875+34 - ̀30" X 94' RCP (fair)2 RCFES (fair)

14866+34 - 41' Lt18" X 44' CSP (poor)

14870+57 - 68' Lt18" X 43' CSP (poor)2 CSFES (poor)

2 Signs FO Tel Ped

FO Tel Ped

1976.63

1977.87

NW COMM

Culvert

Ð

Wire

1982.6

8

Wire

1983.0

3

Gas vent pipe

Wire

Dirt

Dirt

Gas vent pipe Ð

Brush Brush

Wire

Dirt

Wire

Brush

Gr

Gr

1989.46

Sig

n

1989.79

Brush

NW COMM

Lg tre

es

Lg tre

es

Gr

Wire

Chnlk

Wire

3" IP

FO Mkr


EL

Abn Pull Box FO

Mkr

Wire

Wire

4 OH linesDirt

Metal Bldg

Asph

OH clearance 20.2'at 14871+23 - 1' LT

The NW COMM line on this project are copper lines. NW COMM will bereplacing the copper lines with Fiber Optic lines starting in August 2017.

OH clearance

24.4'

at 14883+65

- 11' RT

10'

15'

10'

10'

15'

10'10'15'

15'

103rd A

ve N

W

15' 25'

10'

Sta 14875+30 - 30" RCP

Invert = 1978.10 Lt

Invert = 1976.45 Rt

Top of Proposed Pavement

Top of Existing Pavement

14864+00 14865+00 14866+00 14867+00 14868+00 14869+00 14870+00 14871+00 14872+00 14873+00 14874+00 14875+00 14876+00 14877+00 14878+00 14879+00 14880+00 14881+00 14882+00 14883+00 14884+00 14885+00 14886+00

1,997.09

1,995.79

1,994.64

1,993.21

1,992.04

1,990.86

1,989.87

1,989.17

1,988.81

1,988.59

1,988.65

1,988.92

1,989.01

1,988.99

1,988.95

1,988.62

1,988.46

1,988.11

1,987.69

1,987.44

1,987.03

1,996.63

1,995.33

1,994.18

1,992.75

1,991.58

1,990.41

1,989.41

1,988.71

1,988.35

1,988.13

1,988.19

1,988.46

1,988.56

1,988.53

1,988.49

1,988.17

1,988.00

1,987.65

1,987.23

1,986.99

1,986.57

LEGEND

Other Water Line

Permanent Wetland Impact

Temporary Wetland Impact

Other Water Permanent Impact

Other Water Temporary Impact

Ex R/W Line

New R/W Line

Esmt Temp Line

Grading Tie Line

Grading Tie Line

Grading Tie Line

Grading Tie Line

Delineated Wetland(Color = Blue/Red/Green)

Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\075WL_026_Sta 14845+00 to Sta 14885+00.dgn9:37:54 AM

of Transportation



on and the original

PE- ,

Registration Number



75

SOIB-7-804(060)267 26

WETLAND IMPACTS

Sta 14845+00 to 14885+00



Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18



14866+34 - 41' Lt18" X 44' CSP (poor)

1988.711988.81

1989.79

1990.231990.44

Wire

Riprap

Conc

Conc

1993.52

14856+69 - 54' LT


1993.55

Wire

Wire Wire

Asph

Ht restriction line

Dirt

Gr

Wire Wire

Chnlk

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

Wetland 04

Permanent Impacts = 0.03 AcreTemporary Impacts = 0.05 Acre

Wetland 04

10' 10'

10'15'10' 10'

25'

25'

10'15'

15'15'

15'

10'

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W


14866+34 - 41' Lt18" X 44' CSP (poor)


2 Signs

1976.63

1977.87

Culvert

Ð

Wire

1982.6

8

Wire

1983.0

3

Wire

Dirt

Dirt

Wire

Dirt

Wire

Gr

Gr

1989.46

Sig

n

1989.79

Gr

Wire

Chnlk

Wire

Wire

Wire

Dirt

Asph

33'33'

33'33'

33'

33'

75'

75'

75'

75'

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Wetland 03Temporary Impacts = 0.01 Acre

Wetland 02Permanent Impacts = 0.02 AcreTemporary Impacts = 0.17 Acre

Wetland 03

10'

15'

10'

10'

15'

10'

10'15'

15'

103rd A

ve N

W

15' 25'

10'

KEY

20" or 12" Fiber Rolls

Silt Fence Supported

Temporary Cover Crop

Flotation Silt Curtain


251 2000 TEMPORARY COVER CROP

Sta 14845+00 to Sta 14885+00 ACRE 9.44

253 0101 STRAW MULCH

Sta 14845+00 to Sta 14885+00 ACRE 9.44

260 0200 SILT FENCE SUPPORTED

Sta 14857+95 Rt. to 14860+60 Rt.(Prot. Wet Area) LF 337

Sta 14858+83 Lt. to 14860+26 Lt.(Prot. Wetland 4) LF 195

Sta 14871+00 Rt. to 14872+99 Rt.(Prot. Wetland 3) LF 216


Sta 14874+86 Lt. to 14875+73 Lt.(Prot. Wet Area) LF 134


260 0201 REMOVE SILT FENCE SUPPORTED







261 0112 FIBER ROLLS 12 IN

Sta 14851+36 Lt (Protecting Existing Culvert Inlet) LF 25

Sta 14851+92 Lt. to 14854+67 Lt. (Protect Wet Area) LF 301





261 0113 REMOVE FIBER ROLLS 12 IN








Sta 14858+99 Lt (Protecting Ex Culv Inlet) LF 50

261 0121 REMOVE FIBER ROLLS 20 IN


STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\076TE_020_Sta 14845+00 to Sta 14885+00.dgn9:37:58 AM

of Transportation



on and the original

PE- ,

Registration Number



76

TEMPORARY EROSION CONTROL

Sta 14845+00 to 14885+00

SOIB-7-804(060)267 20



Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18



14866+34 - 41' Lt18" X 44' CSP (poor)

1988.711988.81

1989.79

1990.231990.44

Wire

Riprap

Conc

Conc

1993.52

14856+69 - 54' LT


1993.55

Wire

Wire Wire

Asph

Dirt

Gr

Wire Wire

Chnlk

Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W14 Line

14 Line

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

Wetland 04

Grading Tie Line

10' 10'

10'15'10' 10'

25'

25'

10'15'

15'15'

15'

10'


14866+34 - 41' Lt18" X 44' CSP (poor)


1976.63

1977.87

Culvert

Ð

Wire

1982.6

8

Wire

1983.0

3

Wire

Dirt

Dirt

Wire

Dirt

Wire

Gr

Gr

1989.461989.79

Gr

Wire

Chnlk

Wire

Wire

Wire

Dirt

Asph

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Sec line

Sec line

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Twp lineTwp line

33'33'

33'33'

33'

33'

75'

75'

75'

75'

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Wetland 03

Grading Tie Line10'

15'

10'

10'

15'

10'

10'15'

15'

103rd A

ve N

W

15' 25'

10'

KEY

12" Fiber Rolls

Culvert Inlet Protection

12" or 20" Fiber Rolls for

Straw Mulch

Seeding Class II &

Erosion Control Blanket(ECB) Type 2

Turf Reinforcement Mat(TRM) Type 1

Erosion Control Blanket(ECB) Type 4


251 0200 SEEDING CLASS II

Sta 14845+00 to Sta 14885+00 ACRE 9.44

253 0101 STRAW MULCH

Sta 14845+00 to Sta 14885+00 ACRE 9.44

255 0102 ECB TYPE 2

Sta 14850+40 Rt. to Sta 14852+80 Rt. SY 969

Sta 14858+40 Lt. to Sta 14859+60 Lt. SY 626

Sta 14858+40 Rt. to Sta 14860+20 Rt. SY 1000

Sta 14874+40 Rt. to Sta 14876+80 Rt. SY 1327

Sta 14875+00 Lt. to Sta 14876+00 Lt. SY 340
















Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W14 Line

14 Line

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\077PE_019_Sta 14845+00 to Sta 14885+00.dgn9:38:02 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 77 19



PERMANENT EROSION CONTROL

Sta 14845+00 to 14885+00

Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18



14866+34 - 41' Lt18" X 44' CSP (poor)

1988.711988.81

1989.79

1990.231990.44

Wire

Riprap

Conc

Conc

1993.52

14856+69 - 54' LT


1993.55

Wire

Wire Wire

Asph

Dirt

Gr

Wire Wire

Chnlk

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

Wetland 04

Grading Tie Line

10' 10'

10'15'10' 10'

25'

25'

10'15'

15'15'

15'

10'

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Sec line

Sec line

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Twp lineTwp line


14866+34 - 41' Lt18" X 44' CSP (poor)


1976.63

1977.87

Culvert

Ð

Wire

1982.6

8

Wire

1983.0

3

Wire

Dirt

Dirt

Wire

Dirt

Wire

Gr

Gr

1989.461989.79

Gr

Wire

Chnlk

Wire

Wire

Wire

Dirt

Asph

33'33'

33'33'

33'

33'

75'

75'

75'

75'

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Wetland 03

Grading Tie Line10'

15'

10'

10'

15'

10'

10'15'

15'

103rd A

ve N

W

15' 25'

10'


202 0312 REMOVE EXISTING FENCE

Sta 14855+95 - 76' Rt to Sta 14869+79 - 91' Rt LF 1400

Sta 14871+17 - 91' Rt to Sta 14876+62 - 94' Rt LF 574

Sta 14857+01 - 91' Lt to Sta 14864+23 - 82' Lt LF 743

Sta 14870+89 - 91' Lt to Sta 14884+00 - 88' Lt LF 1308

752 0200 FENCE BARBED WIRE 4 STRAND

Sta 14855+95 - 76' Rt to Sta 14869+79 - 91' Rt LF 1399

Sta 14871+17 - 91' Rt to Sta 14876+62 - 94' Rt LF 547

Sta 14857+01 - 91' Lt to Sta 14864+23 - 82' Lt LF 728

Sta 14870+89 - 91' Lt to Sta 14884+00 - 88' Lt LF 1292

752 0905 TEMPORARY FENCE

Sta 14855+96 - 76' Rt to Sta 14869+79 - 100' Rt LF 1407

Sta 14871+17 - 100' Rt to Sta 14876+65 - 104' Rt LF 551

Sta 14856+97 - 100' Lt to Sta 14864+23 - 82' Lt LF 742

Sta 14870+89 - 90' Lt to Sta 14884+00 - 88' Lt LF 1290

752 2100 VEHICLE GATE

Sta 14878+89 - 87' Lt EA 1

752 2120 REMOVE VEHICLE GATE

Sta 14878+89 - 76' Lt EA 1

752 2995 CORNER ASSEMBLY-WOOD POST

Sta 14855+95 - 76' Rt EA 1

Sta 14855+95 - 91' Rt EA 1

Sta 14869+79 - 91' Rt EA 1

Sta 14871+17 - 91' Rt EA 1

Sta 14876+62 - 94' Rt EA 1

Sta 14857+01 - 91' Lt EA 1

Sta 14864+23 - 91' Lt EA 1

Sta 14864+23 - 82' Lt EA 1

Sta 14870+89 - 91' Lt EA 1

Sta 14875+11 - 87' Lt EA 1

752 4100 DOUBLE BRACE ASSEMBLY BARBED WIRE

Sta 14863+00 - 91' Rt EA 1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\080LO_017_Fencing Layout.dgn9:38:03 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 80 17



FENCING LAYOUTS

4888

Ranka Samardzic,

Revised 03/05/2018

03/05/18

720 LF

Install Fence

Double Brace Assembly24 LF

Install & Remove

Temp Fence

1383 LF

Install & Remove

Temp Fence

742 LF

Install & Remove

Temp Fence

8 LF

Install Fence

Gov lot line

#5 Rebar Cap 3756

14850

+00

14855

+00

14860

+00

14865

+00

Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W

Fence 743 LF

Remove Exst

Wire

Riprap

Gas Vent Pipe

Conc

E Mtr

Livestock

pump house

ConcPost

Livestock

pump house

E Mtr3" IP

3 Gas

Vent Pipe

FO

Tel

Ped

Abn

Pull Box

Trees/brush

Dirt

Wire

Asph

Ht restriction line

R-RID

ER E

LE

C

Fence 1400 LF

Remove Exst

Temp Const Esmt

Ppsd R/W

Temp Const Esmt

Ppsd R/W

15 LF

Install Fence

1384 LF

Install Fence

Dirt

Gr

Wire Wire

Chnlk

Lg tre

es

Grain bin

Install Gate

Fence 1308 LF

Remove Exst

1292 LF

Install Fence

461 LF

Install Fe

nce

Ppsd R/W

Temp Const Esmt

Ppsd R/W

10 LF

Install &

Remove

Temp F

ence

449 LF

Install &

Remove

Temp F

ence

551 LF

Install & Remove

Temp Fence

1290 LF

Install & Remove

Temp Fence

8 LF

Install Fence

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Twp lineTwp line

Lg\Sm trees

Lg\Sm treesLg\Sm trees

2 Signs

FO Tel Ped

FO Tel Ped

Fence 574 LF

Remove Exst

Fence 46

4 LF

Remove

Exst

Culvert

Ð

Wire

Wire

Gas vent pipe

Wire

Dirt

Dirt

Gas vent pipe Ð

Brush Brush

Wire

Remove Gate

Dirt

Wire

Brush

Gr

Gr

Sig

n

Wire

Brush

Lg tre

es

Lg tre

es

Gr

Wire

Chnlk

Wire


EL

Abn Pull Box

Wire

Wire

Dirt

Metal Bldg

547 LF

Install FenceTemp Const Esmt

Rec 1/4 Cor

#5 Rebar Cap 3756

IRON PIN R/W MONUMENT

IRON PIN REFERENCE MONUMENT

ALIGNMENT MONUMENT

PERMANENT RIGHT OF WAYXX'

XX'

TEMPORARY EASEMENTXX'

XX'

Right of Way Marker location tables.

2. See Section 10 for Standard Monuments and

for Williams County.

for Mountrail County and Chain "SCLND1804W"

1. All stationing shown using Chain "SCLND1804M"

Notes:

NJ1224S.SIDE

NJ1224S.SIDE

Sec 33

T-155-N

R-95-W

N 445944.74

E 1382533.86

É=

None

S 1̂ 4

3' 44"

WN 1̂ 4

4' 17"

E14844

+18.03

N 88° 35' 48" W (Align & Twp Line)

R/W Mon

Sec 4

T-154-N

R-95-W

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

14 Line

14 Line

NJ1599RWMRB

NJ1600BK-CTR

NJ1601RWMC BROKE OFF NJ1620

BK-CTR

NJ1621BK-CTR

R/W Mon

R/W Mon

1/4

Cor

Rec 1/4 C

or

5288.9

4' N to

#5 R

ebar

Cap 3

756

10' 10'

10'15'10' 10'

25'

25'

10'15'

15'15'

85.0

0 R

T

14850+50.0

0

85.0

0 R

T

14852+50.0

0

100.0

0 R

T

14854+20.0

0

100.0

0 R

T

14855+20.0

0

100.0

0 R

T

14856+00.0

0

Grading Tie Line 100.0

0 L

T

14864+25.8

6

15'

10'

33'33'

33'33'

33'

33'

75'

75'

75'

75'

NJ1225NE_QUAD

NJ1226NW_QUAD

NJ1227SE_QUAD

NJ1228SW_QUAD

NJ1231PT597+86.7_S.

NJ1232PT597+86.7_N.

NJ1229RBR-SW_33-155195

NJ1225NEQUAD

NJ1226NWQUAD

NJ1227SEQUAD

NJ1228SWQUAD

RBR-SW33-155195

NJ1231PT597+86.7S.

NJ1232PT597+86.7N.

PC 14875

+17.79

PI 14885

+35.79

Curve

SCLND1804W-3

R

= 3,81

9.83

T

= 1,01

8.00

L

= 1,98

9.76

PI

= 1488

5+35.79

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Rec Sec CorRebarN 446009.39E 1379894.83

É= 0°26'29"

Rt

S 1̂ 4

3' 55"

WSec line

14870

+57.85

N 1̂ 4

4' 45"

ESec line

N 88° 09' 19" W (Align & Twp Line)

Rec1/4 C

or

2649.1

1' N to R

ebar

w/

Plastic C

ap

R/W Mon

R/W Mon

R/W Mon

R/W Mon

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Twp lineTwp line

NJ1623BK-CTR

NJ1628BK-CTR

NJ1629BK-CTR

NJ1634BK-CTR

NJ1635BK-CTR

Rec

Sec

Cor

Rebar

R/W

Mon R/W

Mon

Rec 1/4 C

or

2628.5

3' S to

#5 R

ebar

Cap 3

756

10'

15'

10'

10'

15'

10'

10'15'

15'100.0

0 R

T

14877+50.0

0

100.0

0 L

T

14870+25.4

2

100.0

0 L

T

14870+90.6

5100.0

0 R

T

14870+91.0

2

100.0

0 R

T

14870+24.2

5

Grading Tie Line

103rd A

ve N

W

100.0

0 L

T

14864+25.8

6

15' 25'

10'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\082SD_023_ROW & Survey Layouts.dgn9:38:05 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 82 23

ROW & SURVEY LAYOUTS



Ranka Samardzic,

4888

Revised 03/05/2018

03/05/18

HOT MIX ASPHALT

AGGREGATE SURFACING

14845

+00

14850

+00

14855

+00

14860

+00

14865

+00

Sec 33

T-155-N

R-95-W

Sec 4

T-154-N

R-95-W

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\090PL_019.dgn9:38:07 AM

of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-804(060)267 90 19

PAVING LAYOUTS



Ranka Samardzic,

4888

03/05/18

Revised 03/05/2018

Livestock

pump house

Livestock

pump house

Grain bin

+89

+59

+59

+49

+79

+89

630'570'

390' 70' 210' 530'

95:1 Taper

65:1 Taper 15:1 Taper

28'

20'

20'

34'

28'

24'

24'

Off 60' LT

Sta 14857+15

Rad 40'

Off 60' LT

Sta 14856+06

Rad 40'

Off 60' RT

Sta 14854+11

Rad 40'

Off 60' RT

Sta 14855+15

Rad 40'

approach within construction easement limits

Flatten grade and resurface

14865

+00

14870

+00

14875

+00

14880

+00

14885

+00

Sec 33T-155-NR-95-W

Sec 32T-155-NR-95-W

Sec 5T-154-NR-95-W

Sec 4T-154-NR-95-W

Metal Bldg

+89

+89

+59

+19

+49

+19

+19

+19

+49

+38.2

2

+35.5

0630'

570'

390'70' 210'

530'

530'

630'570'

186.5' 102.72'380.78'

15:1 Taper

95:1 Taper

65:1 Taper

20'

34'34'

26' 34'

26'

21.57' 19.86'

14'

20'

24'

30'

30'

24'

24'Off 84' LT

Sta 14871+19

Rad 50'

Off 76' RT

Sta 14871+19

Rad 50'

Off 84' RT

Sta 14869+89

Rad 50'

Off 76' LT

Sta 14869+89

Rad 50'

Off 66' LT

Sta 14879+41

Rad 40'

Off 64' RT

Sta 14879+46

Rad 40'

Off 65' RT

Sta 14878+44

Rad 40'

Off 66' LT

Sta 14878+35

Rad 40'

B

T

T

T TT

BB B B

D

B

BB

T

T T

T

BBB

D

B

T

TT

D

D

B

D

B BBB

T

T

T

T

T

BB

D

B

DD

D

B

D

Ne

w R/W

Es

mt Te

mp

Ne

w R/W

Es

mt Te

mp

B

T

T TT

BB B B

D

B

BB

T

T

T

T

BB

D

BB

T

T

D

D

BB BBB

T

T

T

T

B

B

D

B

D

B

D

Ne

w R/W

Es

mt Te

mp

Ne

w R/W

Es

mt Te

mp

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T

T

T

BB

D

BB

T

T

T

DD

BB

BBB

T

T

T

T

B

B

D

D

B

D

D

B

D

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

CA: 47.15 SF

FA: 90.84 SF

CV: 197.90 CY

FV: 437.90 CY

MO: -82350.22 CY

CA: 58.80 SF

FA: 126.80 SF

CV: 196.19 CY

FV: 503.81 CY

MO: -82657.83 CY

CA: 64.34 SF

FA: 120.93 SF

CV: 228.02 CY

FV: 573.46 CY

MO: -83003.27 CY

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14863+00.00 R1

1980

1990

2000

2010

2020

2030

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14864+00.00 R1

1970

1980

1990

2000

2010

2020

2030

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14865+00.00 R1

1970

1980

1990

2000

2010

2020

2030

D

-63.7'

1996.2 -25.4'

1998.4

-19.4'

1998.6

-0.0'

1999.0

26.0'

1998.4

67.6'

1991.5

-26.0'

1997.6

-20.0'

1997.8

0.0'

1998.2

30.1'

1997.6

-26.0'

1996.4

-20.0'

1996.7

0.0'

1997.1

34.0'

1996.4

23.4'

1998.5

30.1'

1997.6

34.0'

1996.4

-33.6'

1996.3

-27.1'

1996.5

28.0'

1996.4

34.5'

1996.3

-34.2'

1995.5

-27.7'

1995.7

32.3'

1995.6

38.8'

1995.4

-34.2'

1994.4

-27.7'

1994.5

36.2'

1994.3

42.7'

1994.2

4.0% 2.1%

4.0% 2.1%

4.0% 2.1%

2.1% 4.0%

2.1%

2.1%

4:13:1

55.6'

1991.5

82.0'

1996.3

60.0'

1990.4

4:1

3:1

61.7'

1989.8

-57.0'

1994.0

-45.0'

1994.0

3:14:1

3:1

73.7'

1989.8

85.0'

1993.6

-61.4'

1995.2

-56.4'

1993.5

-44.4'

1993.5

-65.0'

1995.2

-56.4'

1992.3

-44.4'

1992.3

4:1

3:1

3:1

4:1

4:1

F1

OHT1

F1

OHT1

F1

OHT1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/5/2018 tbrossart R:\project\71804267.060\eplans\addendum\Addendum1\Sheets\200XS_467_ND1804W_Segment 7.dgn8:48:44 AM

200

ND 1804 Mainline Final Cross Sections

SOIB-7-804(060)267 517

Revised 03/05/2018

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T

T

T

BB

D

BB

T

T

T

D

D

BB

BBB

T

T

T

T

B

B

D

D

B

D

D

B

D

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

T

D

T

B

T

T

T TT

T

T

BB

D

B

D

B

B

T

B

B

T

T

BBB

T

TT

B

B

D

B

D

D

BT

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

CA: 77.20 SF

FA: 129.07 SF

CV: 196.58 CY

FV: 434.02 CY

MO: -83240.71 CY

CA: 53.02 SF

FA: 95.08 SF

CV: 98.87 CY

FV: 212.73 CY

MO: -83354.57 CY

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14865+75.00 R1

1970

1980

1990

2000

2010

2020

2030

D

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14866+16.00 R1

1970

1980

1990

2000

2010

2020

2030

D

-26.0'

1995.4

-20.0'

1995.7

-0.0'

1996.1

34.0'

1995.4

-14.0'

1995.3

0.0'

1995.6

34.0'

1994.9

34.0'

1995.4

34.0'

1994.9

-34.2'

1993.4

-27.7'

1993.5

36.2'

1993.3

42.7'

1993.2

36.2'

1992.8

42.7'

1992.7

4.0% 2.1%

2.1%

2.1%

2.1%1.6% 2.1%

-66.0'

1995.3

-36.0'

1994.8

60.0'

1989.4

60.0'

1988.9

4:1

4:1

3:1

3:1

61.4'

1988.9

62.7'

1988.0

3:1

3:1

73.4'

1988.9

83.9'

1992.4

74.7'

1988.0

85.3'

1991.5

-70.7'

1996.1

-56.4'

1991.3

-44.4'

1991.3

3:1 4:1

F1

OHT1

F1

OHT1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


200


SOIB-7-804(060)267 518

Revised 03/05/2018

T

D

T

B

T

T

T TT

T

T

BB

D

B

D

B

B

T

B

B

T

T

BBB

T

TT

B

B

D

B

D

D

BT

Ne

w R/WEs

mt Te

mp

Es

mt Te

mp

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T T

T

BB

B

D

B

T

T

T

D

B

D

BBB

B

T

T

T

T

B

B

D

D

B

D

D

D

B

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

CA: 53.43 SF

FA: 92.22 SF

CV: 43.37 CY

FV: 95.38 CY

MO: -83406.58 CY

CA: 52.65 SF

FA: 136.70 SF

CV: 80.55 CY

FV: 217.26 CY

MO: -83543.29 CY

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14866+38.00 R1

1970

1980

1990

2000

2010

2020

2030

D

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14866+79.00 R1

1970

1980

1990

2000

2010

2020

2030

D

-14.0'

1995.1

0.0'

1995.4

34.0'

1994.6

-71.0'

1993.0

-26.0'

1994.2

-20.0'

1994.5

-0.0'

1994.9

34.0'

1994.2

34.0'

1994.6

34.0'

1994.2

36.2'

1992.6

42.7'

1992.5

-34.2'

1992.2

-27.7'

1992.3

36.2'

1992.1

42.7'

1992.0

2.1%

4.0% 2.1%

2.1%

2.1%

2.9% 2.1%

-66.0'

1995.5

-36.0'

1994.6

60.0'

1988.6

60.0'

1988.2

4:1

4:1

3:1

3:1

62.7'

1987.7

63.0'

1987.2-59.9'

1989.3

-47.9'

1989.3

3:1 4:1

3:1

3:1

74.7'

1987.7

84.3'

1990.9

75.0'

1987.2 8

3.5'

1990.1

F1

OHT1

F1

OHT1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


200


SOIB-7-804(060)267 519

Revised 03/05/2018

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T T

T

BB

B

D

B

T

T

T

D

B

D

BBB

B

T

T

T

T

B

B

D

D

B

D

D

D

B

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T T

T

BB

B

D

B

T

T

T

D

B

D

BBB

B

T

T

T

T

B

B

D

D

B

D

D

D

B

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T T

T

BB

B

D

B

T

T

T

D

B

D

BBB

B

T

T

T

T

B

B

D

D

B

D

D

D

B

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

CA: 33.86 SF

FA: 138.50 SF

CV: 33.65 CY

FV: 133.78 CY

MO: -83643.43 CY

CA: 26.22 SF

FA: 135.02 SF

CV: 111.26 CY

FV: 633.16 CY

MO: -84165.32 CY

CA: 25.51 SF

FA: 157.28 SF

CV: 95.79 CY

FV: 676.63 CY

MO: -84746.17 CY

1970

1980

1990

2000

2010

2020

2030

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14867+00.00 R1

1970

1980

1990

2000

2010

2020

2030

D

1970

1980

1990

2000

2010

2020

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14868+00.00 R1

1970

1980

1990

2000

2010

2020

D

1960

1970

1980

1990

2000

2010

2020

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14869+00.00 R1

1960

1970

1980

1990

2000

2010

2020

D

-65.6'

1990.8 -2

6.0'

1994.0

-20.0'

1994.2

-0.0'

1994.6

34.0'

1993.9

-61.1'

1987.6

-26.0'

1992.5

-20.0'

1992.8

0.0'

1993.2

34.0'

1992.5

-64.9'

1986.4

-26.0'

1991.4

-20.0'

1991.6

0.0'

1992.0

34.0'

1991.3

34.0'

1993.9

34.0'

1992.5

34.0'

1991.3

-34.2'

1991.9

-27.7'

1992.1

36.2'

1991.9

42.7'

1991.7

-34.2'

1990.5

-27.7'

1990.6

36.2'

1990.4

42.7'

1990.3

-34.2'

1989.3

-27.7'

1989.5

36.2'

1989.3

42.7'

1989.1

4.0% 2.1%

4.0% 2.1%

4.0% 2.1%

2.1%

2.1%

2.1%

60.0'

1987.9

60.0'

1986.5

60.0'

1985.3

4:1

4:1

4:1

3:1

3:1

3:1

62.7'

1987.0

62.6'

1985.6

62.6'

1984.5

-60.0'

1989.0

-48.0'

1989.0

-60.6'

1987.4

-48.6'

1987.4

-62.8'

1985.7

-50.8'

1985.7

3:1

3:1

3:1

4:1

4:1

4:1

3:1

3:1

3:1

74.7'

1987.0 8

2.7'

1989.7

74.6'

1985.6 82.4'

1988.2

74.6'

1984.5 81.5'

1986.8

F1

OHT1

F1

OHT1

F1

OHT1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


200


SOIB-7-804(060)267 520

Revised 03/05/2018

B

T

T

T TT

T

T

BB

D

B B

D

B

BB

T

T T

T

BB

B

D

B

T

T

T

D

B

D

BBB

B

T

T

T

T

B

B

D

D

B

D

D

D

B

Ne

w R/W

Es

mt Te

mp

Es

mt Te

mp

D

T T

D

T TT

BB BB

T

B

TTT

BBBB

T

T

T

T

D

T T

D

T TT

BB BB

T

B

TTT

BBBB

T

T

T

T

CA: 9.40 SF

FA: 137.38 SF

CV: 57.53 CY

FV: 607.06 CY

MO: -85295.69 CY

CA: 22.34 SF

FA: 33.69 SF

CV: 29.97 CY

FV: 201.96 CY

MO: -85467.68 CY

CA: 22.65 SF

FA: 36.04 SF

CV: 23.32 CY

FV: 45.19 CY

MO: -85489.54 CY

1960

1970

1980

1990

2000

2010

2020

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14869+89.00 R1

1960

1970

1980

1990

2000

2010

2020

D

1970

1980

1990

2000

2010

2020

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14870+40.00 R1

1970

1980

1990

2000

2010

2020

1960

1970

1980

1990

2000

2010

2020

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

Sta 14870+68.00 R1

1960

1970

1980

1990

2000

2010

2020

-63.6'

1985.0

-26.0'

1990.3

-20.0'

1990.6

0.0'

1991.0

34.0'

1990.3

-14.0'

1990.1

-0.0'

1990.4

-14.0'

1989.9

-0.0'

1990.2

34.0'

1990.3

14.0'

1990.1

14.0'

1989.9

-34.2'

1988.3

-27.7'

1988.4

36.2'

1988.2

42.7'

1988.1

4.0% 2.1%

2.1%

2.1%

2.1%

2.1%

2.1%

-84.0'

1987.0

-84.0'

1986.8

84.0'

1987.0

100.0'

1985.8

84.0'

1986.8

100.0'

1986.2

7.9%

3.6%

60.0'

1984.3

4:1

3:1

61.9'

1983.6

-62.6'

1984.7

-50.6'

1984.7

3:1

4:1

4.5%

9.5%

-100.0'

1986.3

-42.0'

1989.5

-100.0'

1985.2

-42.0'

1989.3

3:1

73.9'

1983.6

76.1'

1984.4

2.1%

2.1%

6.0%

6.0%

2.1%

6.0%

2.1%

6.0%

F1

OHT1

F1

OHT1

F1

OHT1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


200


SOIB-7-804(060)267 521

Revised 03/05/2018

Documents

PROPOSAL FORM OPENING:March 09, 2018 Job Code No. Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further