addendum 1 - north dakota department of transportation · 1. name of the bypass company including...

ApexEngGroup.com

January 26, 2017

ADDENDUM 1 – JOB 19 TO: All prospective bidders and suppliers on Projects SU-8-984(152)155 and IM-8-029(166)062, Job No. 19 scheduled for the February 3, 2017 bid opening. The following revisions shall be made: Plan Revisions: REMOVE the following plan sheets, and REPLACE with the enclosed sheets (revised on 01/20/17 unless otherwise noted):

Section 6 Sheets 8-9

Section 6 Sheet 10 (revised 01/13/17)


Section 10 Sheet 1

Section 11 Sheet 1

Section 11 Sheet 5



Section 75 Sheet 15



Section 100 Sheet E-1

Section 115 Sheet 1

Section 140 Sheet 27 (revised 01/25/17)


Section 150 Sheet 22 Special Provisions: REMOVE the following Special Provision, and REPLACE with the enclosed Special Provision revised on 01/20/17:

Special Provision 409(14) – Cured in Place Sanitary Sewer Pipe SECTION 6 Sheet 8:

Revised Plan Note 762-P01 TEMPORARY PAVEMENT MARKING – to clarify requirements.

Sheet 9:

Revised Plan Note 970-P02 TREES “SU” PROJECT – to add minimum tree caliper information.

Added Plan Note 970-P04 TREES LOCATED IN TEMPORARY CONSTRUCTION EASEMENT.

Sheet 10:

Revised Plan Note 770-P02 LIGHTING SYSTEM LUMINAIRES.

701.373.7980 4733 Amber Valley Parkway South

Fargo, ND 58104 Water | Transportation| Municipal | Facilities

ADDENDUM 1 – JOB 19 Projects SU-8-984(152)155 and IM-8-029(166)062

February 3, 2017 Bid Opening Page 2 of 4

SECTION 8 Sheet 1:

Item 202 0136 REMOVAL OF PAVEMENT – SU quantity increased from 33,225 TON to 37,635 TON; TOTAL quantity increased from 55,733 TON to 60,143 TON.

Item 203 0109 TOPSOIL – IM quantity decreased from 19,554 CY to 19,256 CY; TOTAL quantity decreased from 22,230 CY to 21,932 CY.

Item 203 0121 TOPSOIL-WETLAND – IM and TOTAL quantity increased from 364 CY to 662 CY.

Item 251 0300 SEEDING CLASS III – IM quantity decreased from 22.364 ACRE to 21.990 ACRE; TOTAL quantity decreased from 25.851 ACRE to 25.477 ACRE.

Item 251 1000 WETLAND SEED – IM and TOTAL quantity increased from 0.446 ACRE to 0.820 ACRE.

Item 253 0201 HYDRAULIC MULCH – IM quantity decreased from 32.953 ACRE to 32.551 ACRE; TOTAL quantity decreased from 36.440 ACRE to 36.038 ACRE.

Item 253 0301 BONDED FIBER MATRIX – IM quantity increased from 12.848 ACRE to 12.876 ACRE; TOTAL quantity increased from 16.335 ACRE to 16.363 ACRE.

Sheet 2:

Item 302 0101 SALVAGED BASE COURSE – SU quantity increased from 15,073 CY to 16,218 CY; TOTAL quantity increased from 26,839 CY to 27,984 CY.

Item 430 0500 COMMERCIAL GRADE HOT MIX ASPHALT – SU quantity increased from 360 TON to 2,651 TON; TOTAL quantity increased from 1,275 TON to 3,566 TON.

Sheet 3:

Reprinted due to bid items shifting pages. Sheet 4:

Reprinted due to bid items shifting pages. Sheet 5:

Added new bid item 762 0112 EPOXY PVMT MK MESSAGE: SU quantity = 829 SF, IM quantity = 880 SF, TOTAL quantity = 1,709 SF.

Added new bid item 762 0113 EPOXY PVMT MK 4IN LINE: SU quantity = 5,964 LF, IM quantity = 19,796 LF, TOTAL quantity = 25,760 LF.

Added new bid item 762 0114 EPOXY PVMT MK 6IN LINE: SU quantity = 2,408 LF, IM quantity = 171 LF, TOTAL quantity = 2,579 LF.

Added new bid item 762 0115 EPOXY PVMT MK 8IN LINE: SU quantity = 8,748 LF, IM quantity = 9,774 LF, TOTAL quantity = 18,522 LF.

Added new bid item 762 0116 EPOXY PVMT MK 16IN LINE: SU and TOTAL quantity = 621 LF.

Added new bid item 762 0117 EPOXY PVMT MK 24IN LINE: IM and TOTAL quantity = 488 LF. Sheet 6:

Reprinted due to bid items shifting pages.

SECTION 10 Sheet 1:

Added temporary pavement marking bid items and quantities.

Added quantities for placement and removal of temporary hot mix and salvaged base in median removal areas.



SECTION 11 Sheet 1:

Revised Salvaged Base Summary to include removal of temporary hot mix pavement and base from median areas.

Sheet 5:

Revised Topsoil and Topsoil-Wetland quantities for 32nd Ave S Interchange and Ramps. SECTION 75 Sheet 1:

Revised various wetland impacts, deleted mitigation requirements. Sheet 2:

Revised Impact Summary Table and deleted Mitigation Summary Table. Sheet 9:

Revised limits and areas of temporary and permanent wetland impacts to Wetland 4h. Sheet 10:

Revised limits of temporary and permanent wetland impacts to Wetland 3. Sheet 15:

Revised limits and areas of temporary and permanent wetland impacts to Wetland 3. SECTION 77 Sheet 7:

Revised limits and quantities of Hydraulic Mulch, Seeding Class III, and Wetland Seed. Sheet 8:

Modified limits and quantities of Hydraulic Mulch, Seeding Class III, and Wetland Seed.

Darkened one area of hatching shown for Bonded Fiber Matrix w/Seeding Class III. Sheet 12:



Modified limits and quantities of Bonded Fiber Matrix, Hydraulic Mulch, Seeding Class III, and Wetland Seed.

Darkened one area of hatching for Bonded Fiber Matrix w/Seeding Class III. SECTION 100 Sheet E-1:

Under “Phase 2 (East)”, Time Constraints on Intersection Work, added calendar day restriction for Sanford Healthcare Accessories parking lot.



SECTION 115 Sheet 1:

Added Note 754 STRUCTURAL STEEL. SECTION 140 Sheet 27:

Revised. SECTION 150 Sheet 16:

Note 4: Signal standard revised to TYPE VI/COMBO.

Note 6: Signal standard revised to TYPE VI. Remove and Salvage existing luminaire extension.

Note 16: Signal standard revised to TYPE IV. Removed and Salvage existing luminaire extension.

Note 22: Signal standard revised to TYPE VI/COMBO.

Added New Note 27: For F&I 2” Conduit for utility hookup connection. Sheet 17:

Light Extension for Pole #6 has been deleted.


Sheet 18:



Sheet 22:

Revised the following “For Information Only” quantities under Traffic Signal System – Site 6: o F&I Signal Standard Type VI 17.5’ High - quantity decreased from 4 EA to 2 EA. o F&I Signal Standard Type VI/Combo 17.5’ High - quantity increased from 0 EA to 2 EA. o F&I Conduit 2” Dia - quantity increased from 563 LF to 913 LF.

SPECIAL PROVISIONS SP 409(14) Cured in Place Sanitary Sewer Pipe:

Added Section 301.H on sanitary manhole lining requirements.

This addendum is to be incorporated into the bidder’s proposal for this project. Sincerely, Apex Engineering Group, Inc. Matthew T. Kinsella, PE Project Manager

SP 409(14) Page 1 of 11

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

CURED IN PLACE SANITARY SEWER PIPE

PROJECT SU-8-984(152)155, PCN 21261

SECTION 1 – GENERAL 1.01 SPECIFICATION INCLUDES

A. Cured-In-Place Pipe (CIPP) B. Temporary Bypass Pumping – Sanitary Sewer

1.02 RELATED SPECIFICATIONS

A. City of Fargo Standard Specifications 1.03 SUBMITTALS/SHOP DRAWINGS - CIPP

A. Manufacturer’s Shop Drawings shall be submitted to the Engineer and shall include: product requirements, applicator experience, materials, equipment, etc.

1.04 SUBMITTALS/SHOP DRAWINGS – Temporary Bypass Pumping

A. The Contractor shall secure the services of a professional bypass company from the following approved list: 1. Northern Dewatering, Inc. 2. Rain for Rent 3. Engineered Approved Equivalent

B. The bypass plans and descriptions are conceptual only. The Contractor shall develop a temporary bypass pumping plan in accordance with the Contractor’s underground sequencing plan. The plan shall be submitted to the Engineer for approval no less than one month prior to scheduled start of bypass pumping operations. The plan shall include at least the following: 1. Name of the bypass company including on-site contact and cell phone numbers. 2. Detailed description of the proposed bypass pumping system(s) 3. Summary of research of the surrounding collection system and the estimated

available time prior to critical surcharge elevations in the event of bypass failure.

This document was originally issued and sealed by Timothy J.

Paustian, Registration Number PE-4688 on

01/20/17 and the original

document is stored at the North Dakota Department

of Transportation

SP 409(14) Page 2 of 11

4. Drawings and catalogue information required for the construction and installation of equipment.

5. Detailed site plans showing elevations and proposed pumping system layout including: a. Layout of pumps, valves, and bypass piping b. Elevations set points on the bypass system as well as critical surcharge

elevations. c. Calculations of static lifts, pipe size selections, friction losses, flow velocities and

pump selection. All shall be stamped by a professional engineering in the State of North Dakota.

d. Pump curves showing pump operation range and controls. e. List of personnel who will be operating and maintaining the temporary bypass

pumping system. 6. Detailed emergency response plan to be following in the event of failure or spill. The

plan shall include at least the following: a. A list of 24-hour emergency contacts. (Minimum 4 names and numbers). b. Detailed list of all equipment and repair accessories. c. List of area tanker trucks capable of hauling wastewater. d. Disposal site for hauled wastewater. e. Detailed description of proposed cleanup procedures in the event of a spill. f. List of employees on cleanup and repair crews along with their roles and

responsibilities. g. Local and state officials that will be contacted in the event of a spill. h. Description of information that shall be recorded and submitted to the

Engineering in the event of a spill, which shall include at least the following: 1. Date, time, location and weather. 2. Impacts. 3. Cause. 4. Cleanup or corrective measure underway and to be taken. 5. Measures taken to mitigate spill potential in future. 6. Individuals or agencies notified.

1.05 INTENT

A. It is the intent of this specification to provide for the reconstruction of pipelines and conduits by the installation of a resin-impregnated flexible tube, which is tightly formed to the original conduit. The resin is cured using either hot water under hydrostatic pressure or steam pressure within the tube. The Cured-In Place Pipe (CIPP) will be continuous and tight fitting. The work shall be completed within the time set forth in the agreement.

B. The Contractor shall provide, design, install, and operate any temporary bypass pumping systems necessary for the work and shall remove such systems at the completion of the work. This shall include all labor, materials, equipment, fuel, controls, and incidentals required to operate and maintain the system. The Contractor shall provide repair services and/or replacement equipment 24 hours per day, 7 days per week and shall have a response time within ½ hour of an identified need.

1.06 CIPP PRODUCT, MANUFACTURER/INSTALLER QUALIFICATION REQUIREMENTS

A. Only proven products with long-term track records will be used. Products and Installers must meet all of the following criteria to be deemed acceptable:

SP 409(14) Page 3 of 11

1. For a Product to be considered, a minimum of five successful wastewater collection system projects of a similar size and scope of work shall be performed in the U.S. and documented to the satisfaction of the Owner.

2. For an Installer to be considered, the Installer must satisfy all insurance, financial, and bonding requirements of the Owner, and must have had at least 5(five) years active experience. In addition, the Installer must have successfully installed at least 1,000,000 feet of a cured-in-place product in wastewater collection systems. Acceptable documentation of these minimum installations must be submitted to the Owner. Installer’s project managers must have a minimum of 2 years of CIPP installation experience and must be on-site during the installation of the CIPP products.

3. Sewer rehabilitation products submitted provide third party test results supporting the structural performance (short-term and long-term) of the product and such data shall be satisfactory to the Owner. No product will be approved without independent third party testing verification.

4. Both the rehabilitation manufacturing and installation processes shall operate under a quality management system which is third-party certified to ISO 9000 or other recognized organization standards. Proof of certification shall be required for approval.

5. The owner authorizes the use of proven materials that serve to enhance the pipe performance specified herein. Proven materials have passed independent laboratory testing, not excluding long-term (10,000 hour) structural behavior testing, and have been successfully installed to repair failing host pipes in the U.S. for at least 4 years. In addition to the aforementioned, the owner may require that the contractor demonstrate that the enhancements proposed exceed the specifications herein, prior to the installation of the enhanced material systems. This section in no way shall be interpreted as authorization to deviate from the minimum standard practices set forth herein.

1.07 QUALITY ASSURANCE

A. Referenced Documents 1. This specification references standards from the American Society for Testing and

Materials, such as: ASTM F1216 (Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube), ASTM F1743 (Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)), ASTM D5813 (Cured-in-Place Thermosetting Resin Sewer Pipe), ASTM D790 (Test Methods for Flexural Properties of Un-reinforced and Reinforced Plastics and Electrical Insulating Materials), and D2990 (Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics) which are made a part hereof by such reference and shall be the latest edition and revision thereof. In case of conflicting requirements between this specification and these referenced documents, this specification will govern.

SECTION 2 – PRODUCTS 2.01 CIPP MATERIALS

A. Tube – The sewn Tube shall consist of one or more layers of absorbent non-woven felt fabric and meet the requirements of ASTM F1216, Section 5.1 or ASTM F1743, Section

SP 409(14) Page 4 of 11

5.2.1 or ASTM D 5813, Sections 5 and 6. The tube shall be constructed to withstand installation pressures, have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections. 1. The wet out Tube shall have a relatively uniform thickness that when compressed at

installation pressures will equal or exceed the calculated minimum design CIPP wall thickness.

2. The Tube shall be manufactured to a size that when installed will tightly fit the internal circumference and length of the original pipe. Allowance should be made for circumferential stretching during installation.

3. The outside layer of the Tube shall be coated with an impermeable, flexible membrane that will contain the resin and allow the resin impregnation (wet out) procedure to be monitored.

4. The Tube shall contain no intermediate or encapsulated elastomeric layers. No materials shall be included in the Tube that may cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident.

5. The wall color of the interior pipe surface of CIPP after installation shall be a relatively light reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made.

6. Seams in the Tube shall be stronger than the non-seamed felt material. 7. The Tube shall be marked for distance at regular intervals along its entire length, not

to exceed 5 ft. Such markings shall include the Manufacturers name or identifying symbol. The tubes must be manufactured in the USA.

B. Resin – The resin system shall be a corrosion resistant polyester or vinyl ester system including all required catalysts, initiators that when cured within the tube create a composite that satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743, the physical properties herein, and those which are to be utilized in the submitted and approved design of the CIPP for this project. The resin shall produce a CIPP that will comply with the structural and chemical resistance requirements of this specification.

2.02 CIPP STRUCTURAL REQUIREMENTS

A. The CIPP shall be designed as per ASTM F1216, Appendix X.1. The CIPP design shall assume no bonding to the original pipe wall.

B. The Contractor must have performed long-term testing for flexural creep of the CIPP pipe material installed by his Company. Such testing results are to be used to determine the long-term, time dependent flexural modulus to be utilized in the product design. This is a performance test of the materials (Tube and Resin) and general workmanship of the installation and curing as defined within the relevant ASTM standard. A percentage of the instantaneous flexural modulus value (as measured by ASTM D790 testing) will be used in design calculations for external buckling. The percentage, or long-term creep retention value utilized, will be verified by this testing. Retention values exceeding 50% of the short-term test results shall not be applied unless substantiated by qualified third party test data to the Owner’s satisfaction. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test will respect to the initial flexural modulus used in the CIPP design.

C. The enhancement Factor ‘K’ to be used in ‘Partially Deteriorated’ Design conditions shall be assigned a value of 7.

D. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate

SP 409(14) Page 5 of 11

cleanly or the probe or knife blade moves freely between the layers. If the layers separate during field sample testing, new samples will be required to be obtained from the installed pipe. Any reoccurrence may cause rejection of the work.

E. The cured pipe materials (CIPP) shall conform to the structural properties, as listed below.

Minimum CIPP Physical Properties Initial Par. C Property Test Method Min. per ASTM F1216 Enhanced Resin Modulus of Elasticity ASTM D790 250,000 psi 400,000 psi Flexural Stress ASTM D790 4,500 psi 4,500 psi

F. The required structural CIPP wall thickness shall be based as a minimum, on the

physical properties in Section 2.02.E or greater values if substantiated by independent lab testing and in accordance with the design equations in the Appendix X1. Contractor, at the completion of cleaning and inspection shall submit design calculations and CIPP thickness design. Design Considerations of ASTM F1216, and the following design parameters:

Design Safety Factor (typically used value) = 2.0 Retention Factor for Long-Term Flexural Modulus to be used in Design = 50% - 75% (As determined by long-term tests described in section 2.02.B and approved by the Owner) Ovality (calculated from (X1.1 of ASTM F1216)) = NA Enhancement Factor, K = 7’ Groundwater Depth (above invert of existing pipe) = Approx. 12 ft. Soil Depth (above crown of existing pipe) = Approx. 17 ft. Soil Modulus = NA Soil Density = NA Live Load = H20 Highway Design Condition (partially or fully deteriorated) = Partially Deteriorated CIPP Minimum Thickness = 8.0 mm

G. Any layers of the tube that are not saturated with resin prior to insertion into the existing pipe shall not be included in the structural CIPP wall thickness computation.

2.03 CIPP TESTING REQUIREMENTS

A. Chemical Resistance – The CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2. CIPP samples for testing shall be of tube and resin system similar to that proposed for actual construction. It is required that CIPP samples with and without plastic coating meet these chemical-testing requirements.

B. Hydraulic Capacity – Overall, the hydraulic cross-section shall be maintained as large as possible. The CIPP shall have a minimum of the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using a commonly accepted roughness coefficient for the existing pipe material taking into consideration its age and condition.

C. CIPP Field Samples – When requested by the Owner, the Contractor shall submit test results from field installations of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the CIPP physical properties specified in Section 2.02.E have been achieved in previous field applications. Samples for this project shall be made and tested as described in Section 3.04.A.

SP 409(14) Page 6 of 11

2.04 BYPASS SYSTEM GENERAL REQUIREMENTS A. Sanitary sewer shall not be interrupted at any time. All existing facilities shall remain fully

operational during the installation of the temporary bypass pumping system. B. The bypass systems will draw sewage from the manholes identified. Wastewater flow

levels shall not be allowed to backup beyond 1 foot above the top elevation of the influent pipes at the designated manholes.

C. The Contractor shall be responsible for all spills, resultant cleanup costs and fines. The Contractor shall also be responsible for damages caused by any wastewater backup including, but not limited to, the Contractor’s operations, improper bypass system design and/or bypass system failures.

D. Each bypass pumping system shall be equipped with a minimum of two (2) portable diesel powered pumps plumbed into one common forcemain pipe. Each pump shall be capable of delivering the firm pumping capacity. In addition to the two (2) primary pumps, the Contractor shall have one (1) additional tire-mounted backup pump for each bypass system within the immediate vicinity that can be installed within ½ hour of a detected need. The backup pump shall be capable of delivering the firm pumping capacity.

E. All bypass systems shall adhere to the Construction Constraints outlined in Section 3 of this Specification.

F. All bypass systems shall adhere to the work zone traffic controls outlined on the plans. 2.05 BYPASS SYSTEM DESCRIPTIONS

A. Bypass System No. 1 1. Suction Manhole: Approximately 21’ deep and located near Station 158+00.

Contractor to plug West invert (36” diameter). 2. Firm Capacity: 5 MGD 3. Discharge Location: Existing Lift Station No. 25 located near Station 143+75. 4. Additional Information: System receives flow from a hospital and may be subject to

ragging/plugging. Contractor to take steps to monitor, clean, and maintain the system for this possibility. Adhere to Construction Constraints outlined in Section 3.

B. Bypass System No. 2 1. Suction Manhole: Approximately 19’ deep and located just north of the intersection

of 32nd Avenue South and 33rd Street South. Contractor to plug South invert (15” diameter).

2. Firm Capacity: 1 MGD 3. Discharge Location: Sanitary Lift Station No. 25 wetwell, which is approximately 200’

west of the suction manhole. 4. Additional Information: Adhere to Construction Constraints outlined in Section 3.

Bypass setup and staging area shall allow for one lane of traffic in each direction.

C. Bypass System No. 3 1. Suction Manhole: Approximately 19’ deep and located approximately 300’ north of

the intersection of 32nd Avenue South and 32nd Street South. Contractor to plug north invert (12” diameter) of manhole located at 32nd Avenue South

2. Firm Capacity: 1 MGD 3. Discharge Location: Sanitary Lift Station No. 25 wetwell. 4. Additional Information: Adhere to Construction Constraints outlined in Section 3.


SP 409(14) Page 7 of 11

D. Bypass System No. 4 1. Suction Manhole: Approximately 19’ deep and located approximately 375’ south of

the intersection of 32nd Avenue South and 33rd Street South. Contractor to plug south invert (12” diameter) of manhole located at 32nd Avenue South.



E. Bypass System No. 5 1. Suction Manhole: Approximately 19’ deep and located approximately 350’ south of

the intersection of 32nd Avenue South and 32nd Street South. Contractor to plug the south invert (12” diameter) of manhole located at 32nd Avenue South.


Bypass setup and staging area shall allow for one lane of traffic in each direction. PART 3 - EXECUTION 3.01 INSTALLATION RESPONSIBILITES FOR INCIDENTAL ITEMS (CIPP)

A. It shall be the responsibility of the Owner to locate and designate all manhole access points open and accessible for the work, and provide rights-of-access to these locations. If a street must be closed to traffic because of the orientation of the sewer, the Owner shall institute the actions necessary to provide access during this for the mutually agreed time period. The Owner shall also provide free access to water hydrants for cleaning, installation and other process related work items requiring water.

B. Cleaning of Sewer Lines-The Contractor, shall remove all internal debris out of the sewer line that will interfere with the installation of CIPP. The Owner shall also provide a dumpsite for all debris removed from the sewers during the cleaning operation. Unless stated otherwise, it is assumed this site will be at or near the sewage treatment facility to which the debris would have arrived in absence of the cleaning operation.

C. Bypassing Sewage 1. Sewer bypass operations are to be part of the CIPP work and shall be incidental to

the cost of the CIPP. D. Inspection of Pipelines – Inspection of pipelines shall be performed by experienced

personnel trained in locating break, obstacles and service connections using close circuit television (CCTV) inspection techniques. The pipeline interior shall be carefully inspected to determine the location of any conditions that may prevent proper installation of CIPP. These shall be noted and corrected. A videotape and suitable written log for each line section shall be produced for later reference.

E. Line Obstructions – It shall be the responsibility of the Contractor to clear the line of obstructions such as solids and roots that will prevent the insertion of CIPP. If pre-installation inspection reveals an obstruction such as a protruding service connection, dropped joint, or a collapse that will prevent the installation process, that was not evident on the pre-bid video and it cannot be removed by conventional sewer cleaning equipment, then the Contractor shall make a point repair excavation to uncover and remove or repair the obstruction. Such excavation shall be approved in writing by the

SP 409(14) Page 8 of 11

Owner’s representative prior to the commencement of the work and shall be considered as a separate pay item.

F. Public Notification – The Contractor shall make every effort to maintain sewer service usage throughout the duration of the project. In the event that a connection will be out of service, the longest period of no service shall be 8 hours. A public notification program shall be implemented, and shall as a minimum, require the Contractor to be responsible for contacting each home or business connected to the sanitary sewer and informing them of the work to be conducted, and when the sewer will be off-line. The Contractor shall also provide the following: 1. Written notice to be delivered to each home or business the day prior to the

beginning of work being conducted on the section, and a local telephone number of the Contractor they can call to discuss the project or any potential problems.

2. Personal contact with any home or business, which cannot be reconnected within the time stated in the written notice.

G. The Contractor shall be responsible for confirming the locations of all branch service connections prior to installing the CIPP.

H. Sanitary Manhole Lining – All manhole sections shall receive a minimum 40 mils DFT modified polyamine epoxy protective coating system. System shall be a versatile, thick film, 100% solids, abrasion-resistant lining specifically designed for wastewater immersion and fume environments. It shall provide low permeation to H2S gas, protect against MIC and provide chemical resistance to severe wastewater environments. Concrete surfaces shall be prepared in accordance with NACE No. 6/SSPC-SP13 Joint Surface Preparation Standards and ICRI Technical Guidelines. System shall also include an epoxy modified cement resurfacer for blasted concrete to fill bugholes and seal pores. Contractor shall submit third-party data showing ASTM G210 Severe Wastewater Analysis Testing to verify the product’s fitness for high H2S service conditions. Application shall be done in accordance with the manufacturer’s requirements. Coating Contractors wishing to complete the work shall be approved by the coating manufacturer and the engineer and shall have a minimum of 10 years of experience with the product proposed.

3.02 CIPP INSTALLATION

A. CIPP installation shall be in accordance with ASTM F1216, Section 7, or ASTM F1743, Section 6, with the following modifications: 1. Resin Impregnation – The quantity of resin used for tube impregnation shall be

sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the potential loss of resin during installation through cracks and irregularities in the original pipe wall, as applicable.

2. Tube Insertion – The wet out tube shall be positioned in the pipeline using either inversion or a pull-in method as defined within relevant ASTM standards previously stipulated. If pulled into place, a power winch or its equivalent should be utilized and care should be exercised not to damage the tube as a result of pull-in friction. The tube should be pulled-in or inverted through an existing manhole or approved access point and fully extend to the next designated manhole or termination point.

3. Temperature gauges shall be placed between the tube and the host pipe’s invert position to monitor the temperatures during the cure cycle.

4. Curing shall be accomplished by utilizing hot water under hydrostatic pressure or steam pressure in accordance with the manufacturer’s recommended cure schedule.

SP 409(14) Page 9 of 11

A cool-down process shall be conducted that complies with the resin manufacturer’s specification.

3.03 REINSTATEMENT OF BRANCH CONNECTIONS (CIPP)

A. It is the intent of these specifications that branch connections to buildings be re-opened without excavation, utilizing a remotely controlled cutting device, monitored by a CCTV. Reopened Service Connections shall be ground smooth to prevent any debris build up. The Contractor shall certify a minimum of two complete functional cutters plus key spare components are on the job site before each installation or are in the immediate area of the jobsite and can be quickly obtained. Unless otherwise directed by the Owner or his authorized representative, all laterals will be reinstated. No additional payment will be made for excavations for the purpose of reopening connections and the Contractor will be responsible for all costs and liability associated with such excavation and restoration work.

3.04 CIPP INSPECTION A. CIPP samples shall be prepared for each installation designated by the owner/engineer

or approximately 20% of the project’s installations. Pipe physical properties will be tested in accordance with ASTM F1216 or ASTM F1743, Section 8, using either method proposed. The flexural properties must meet or exceed the values listed in the table in Section 2.02 of this specification, Table 1 of ASTM F1216 or the values submitted to the Owner/engineer by the contractor for this project’s CIPP wall design, whichever is greater.

B. Wall thickness of samples shall be determined as described in paragraph 8.1.6 of ASTM F1743. The minimum wall thickness at any point shall not be less than 87 ½% of the submitted minimum design wall thickness as calculated in paragraph 2.02.F of this document.

C. Visual inspection of the CIPP shall be in accordance with ASTM F1743, Section 8.6. D. CIPP Contractor shall submit CCTV video of the final installation, prior to being placed

back into service. 3.05 BYPASS OPERATIONS

A. Preparation: The Contractor shall minimize the length of time the temporary bypass is utilized and shall coordinate with the owner of utilities for shut off.

B. Noise: Each pump shall be equipped with a noise mitigating canopy to reduce noise to 70 decibels or less at 23 feet.

C. Floats and Controls: An auto dialer utilizing cellular technology shall be provided at each location to alert both the Contractor and City Personnel of a high water condition.

D. Piping: Contractor shall provide and install all necessary piping, valves, and ancillary items necessary to complete the bypass pumping. Each pump shall be connected by a manifold capable of connecting all permanent and backup pumps simultaneously. The manifold shall be fitted with a check valve and gate valve at each pump connection to allow for independent pump removal without disruption to the system. All piping valves, and ancillary equipment shall be removed at the completion of the bypass pumping.

E. Electrical: Contractor shall provide temporary power to the new control panels and shall remove at the completion of the bypass pumping. This includes any necessary heat and shelter.

F. Fuel: Contractor shall arrange for and pay for filling of all fuel tanks at least once per day or more frequently as equipment requires. All pumps, generators, and other equipment

SP 409(14) Page 10 of 11

shall be places on a new tarp to protect against spills. Any spills on the tarp must be cleaned with absorbent materials and properly disposed of.

G. Startup: Contractor shall schedule a meeting with Owner and Engineer to coordinate the bypass prior to placing online. For informational purposes, the Contractor shall provide the Owner’s Personnel with a minimum of four (4) hours of instruction on how to operate the bypass systems. Contractor shall have a 24-hour, on-call service number in case of pump failure or other complications.

H. System Monitoring: Each bypass system shall be monitored on a daily basis. Daily monitoring reports shall be submitted to the Engineer weekly. The report shall include the date and time of the inspection, name of inspector, weather conditions, and system observations including any issues and corrective actions taken.

I. System Decommissioning: Upon completion and verification of the CIPP installation, the Contractor shall disassemble and remove the temporary bypass system including all pumps, valves, piping, controls, and any other items.

3.06 CLEAN-UP

A. Upon acceptance of the installation work and testing, the Contractor shall restore the project area affected by the operations to a condition at least equal to that existing prior to the work.

3.07 CONSTRUCTION CONSTRAINTS

A. The Contractor shall limit their setup, staging, and construction activities to those areas shown on the plans.

B. The Contractor may not block the intersections of 32nd Street and 33rd Street during daylight hours. Any work done within the intersections of 32nd Street and 33rd Street shall be done between the hours of 12:00 am and 4:00 am. Additional signage and traffic control may be necessary and shall be provided by the Contractor.

C. All bypass piping that crosses roadways shall be protected from vehicular traffic, including loaded semi trucks.

D. The maximum size for bypass piping that crosses roadways shall be 6” in diameter. Multiple pipes may be utilized. Alternately, the Contractor may utilize temporary road ramps to provide vehicular access over the pipelines. Contractor shall adhere to the work zone traffic control plans.

E. Bypass pipelines shall not be placed on private property without prior consent from property owner. Evidence of such consent shall be provided to the Engineer and Owner prior to beginning any work.

PART 4 – MEASUREMENT AND PAYMENT 4.01 METHOD OF MEASUREMENT

The Engineer will measure Cured-in-Place Pipe complete and in place along the top of pipe and round the measurement to the nearest foot. Temporary sanitary sewer bypasses shall not be measured and paid for separately, but shall be included in the price bid for “Cured-in-Place Pipe-36In.”

SP 409(14) Page 11 of 11

4.02 BASIS OF PAYMENT PAY ITEM PAY UNIT 724 1536 Cured-in-Place Pipe-36In LF

Include all costs for time, material, and labor required to accomplish the work as shown in the plans and described in this Special Provision, in the price bid for “Cured-in-Place Pipe-36In.” Such payment is full compensation for furnishing all materials, equipment, labor, and incidentals to complete the work as specified.

END OF SPECIAL PROVISION

REVISED 1/25/17 SP 5137(14)

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

PERMITS AND ENVIRONMENTAL CONSIDERATIONS

PROJECT NUMBER: IM-8-029(166)062 - PCN 21262 SU-8-984(152)155 - PCN 21261

This Special Provision incorporates the Floodplain Permit and the US Army Corps of Engineers (USACE) Section 404 Permit obtained by the North Dakota Department of Transportation (NDDOT) into the bidder’s proposal The Contractor shall be responsible for complying with all the terms and conditions as contained in the permit(s) attached hereto. Bidders shall become familiar with all standard conditions and special conditions of the permit(s) and submit their bid for the construction of this project based on the following:

Floodplain Permit The Floodplain Permit number 16-21 authorizes work within the regulatory floodplain. The floodplain permit and Flood Insurance Rate Maps.

Section 404 Permit The Section 404 Permit number NWO-2016-01815-BIS authorizes 0.78 acre of permanent and 0.36 acre of temporary impact to jurisdictional wetlands. Temporary impacts were assumed by the designer and will be restored to preconstruction contours. See the Section 75 sheets of the design plans for the authorized impact footprint areas. The Section 404 Permit is attached.

The contractor shall be responsible for obtaining permits for impacts not authorized by the attached Permit obtained by the NDDOT.

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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

PROPOSAL FORMNorth Dakota Department of Transportation

019Page 5 of 22

1/26/2017

JobFebruary 03, 2017BID 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: SU-8-984(152)155 (PCN-21261) and IM-8-029(166)062 (PCN-21262)Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

CRITICAL PATH METHOD SCHEDULE 1.002 108 0001 L SUM

CLEARING & GRUBBING-SITE 1 1.003 201 0331 L SUM

CLEARING & GRUBBING-SITE 2 1.004 201 0332 L SUM

REMOVAL OF CONCRETE 1.005 202 0111 L SUM

REMOVAL OF CONCRETE 30.006 202 0113 CY

REMOVAL OF PAVEMENT 60,143.007 202 0136 TON

REMOVAL OF PIPE ALL TYPES AND SIZES 3,740.008 202 0174 LF

REMOVAL OF MANHOLES 6.009 202 0210 EA

REMOVAL OF INLETS 34.010 202 0230 EA

REMOVAL OF CATCH BASIN 6.011 202 0235 EA

REMOVAL OF CHAIN LINK FENCE 449.012 202 0310 LF

REMOVE EXISTING FENCE 107.013 202 0312 LF

REMOVAL OF RIPRAP - LOOSE ROCK 85.014 202 0400 CY

COMMON EXCAVATION-TYPE A 35,663.015 203 0101 CY

TOPSOIL 21,932.016 203 0109 CY

SpecNo.

Amount


Unit Price

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


019Page 6 of 22

1/26/2017


CodeNo.


ItemNo.


TOPSOIL-WETLAND 662.017 203 0121 CY

TOPSOIL-DEPT OPTION BORROW AREA 350.018 203 0122 CY

COMMON EXCAVATION-SUBCUT 1,300.019 203 0138 CY

BORROW-EXCAVATION 32,774.020 203 0140 CY

BOX CULVERT EXCAVATION 1.021 210 0050 EA

CLASS 1 EXCAVATION 1.022 210 0099 L SUM

FOUNDATION PREPARATION 1.023 210 0201 EA

FOUNDATION FILL 2,050.024 210 0210 CY

FOUNDATION PREPARATION-BOX CULVERT 1.025 210 0405 EA

WATER 1,204.026 216 0100 M GAL

SUBGRADE PREPARATION-TYPE A-12IN 47046.027 230 0165 STA

SEEDING CLASS II 2.028 251 0200 ACRE

SEEDING CLASS III 47725.029 251 0300 ACRE

WETLAND SEED 820.030 251 1000 ACRE

TEMPORARY COVER CROP 2.031 251 2000 ACRE

STRAW MULCH 2.032 253 0101 ACRE

SpecNo.

Amount


Unit Price

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


019Page 7 of 22

1/26/2017


CodeNo.


ItemNo.


HYDRAULIC MULCH 03836.033 253 0201 ACRE

BONDED FIBER MATRIX 36316.034 253 0301 ACRE

ECB TYPE 3 452.035 255 0103 SY

CONCRETE SLOPE PROTECTION 700220.036 258 0100 SY

REMOVE & REPLACE CONCRETE SLOPE PROTECTION 70044.037 258 0200 SY

SILT FENCE UNSUPPORTED 2,600.038 260 0100 LF

REMOVE SILT FENCE UNSUPPORTED 2,600.039 260 0101 LF

FIBER ROLLS 12IN 31,091.040 261 0112 LF

REMOVE FIBER ROLLS 12IN 15,093.041 261 0113 LF

TRAFFIC SERVICE AGGREGATE 2,500.042 302 0050 TON

SALVAGED BASE COURSE 27,984.043 302 0101 CY

COMMERCIAL GRADE HOT MIX ASPHALT 3,566.044 430 0500 TON

10IN NON REINF CONCRETE PVMT CL AE-DOWELED 35,834.045 550 0310 SY

12IN NON REINF CONCRETE PVMT CL AE-DOWELED 20,728.046 550 0320 SY

PCC PAVEMENT GRINDING 12,848.047 570 0210 SY

TRANSVERSE PCC JOINT CLEANING & SEALING 17,325.048 570 0963 LF

SpecNo.

Amount


Unit Price

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


019Page 16 of 22

1/26/2017


CodeNo.


ItemNo.


EPOXY PVMT MK MESSAGE 1,709.177 762 0112 SF

EPOXY PVMT MK 4IN LINE 25,760.178 762 0113 LF



EPOXY PVMT MK 16IN LINE 621.181 762 0116 LF

EPOXY PVMT MK 24IN LINE 488.182 762 0117 LF

PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) 1,709.183 762 0122 SF

SHORT TERM 4IN LINE-TYPE R 1,585.184 762 0420 LF

SHORT TERM 8IN LINE-TYPE R 6,345.185 762 0424 LF

SHORT TERM 16IN LINE-TYPE R 650.186 762 0425 LF

SHORT TERM MESSAGE-TYPE R 1,329.187 762 0440 SF

PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED 20,732.188 762 1305 LF



PREFORMED PATTERNED PVMT MK 16IN LINE-GROOVED 621.191 762 1317 LF

PREFORMED PATTERNED PVMT MK 24IN LINE-GROOVED 488.192 762 1325 LF

SpecNo.

Amount


Unit Price

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


019Page 17 of 22

1/26/2017


CodeNo.


ItemNo.


PREF PATT PVMT MK 7IN LINE CONTRAST-GROOVED 5,028.193 762 1344 LF

W-BEAM GUARDRAIL 104.194 764 0131 LF

W-BEAM GUARDRAIL END TERMINAL 2.195 764 0145 EA

REMOVE W-BEAM GUARDRAIL & POSTS 104.196 764 0151 LF

REMOVE END TREATMENT & TRANSITION 2.197 764 2081 EA

ATTENUATING CRASH CUSHION TL-2 4.198 764 9010 EA

REMOVE ATTENUATING CRASH CUSHION TL-2 5.199 764 9030 EA

REMOVE ATTENUATING CRASH CUSHION TL-3 2.200 764 9035 EA

MAILBOX-ALL TYPES 5.201 766 0100 EA

LIGHTING SYSTEM A 1.202 770 0003 EA

LIGHTING SYSTEM B 1.203 770 0004 EA

REVISE LIGHTING SYSTEM 1.204 770 4525 EA

INTERCONNECT CABLE 1,128.205 772 0450 LF

INTERIM TRAFFIC SIGNALS 6.206 772 2800 EA

REMOVE TRAFFIC SIGNAL SYSTEM 3.207 772 3125 EA

IT SYSTEM 1.208 772 9200 EA

SpecNo.

Amount


Unit Price

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


019Page 18 of 22

1/26/2017


CodeNo.


ItemNo.


IT SYSTEM A 1.209 772 9201 EA

TRAFFIC SIGNAL SYSTEM - SITE 1 1.210 772 9811 EA






GROUT 360.216 806 0300 CF

BRIDGE BENCH MARKS 1.217 930 3000 SET

ROADWAY CANOPY 1.218 930 7012 L SUM

CONCRETE SLEEPER SLAB 4.219 930 8670 EA

3 IN EXPANSION JOINT 216.220 930 8700 LF

ABUTMENT UNDERDRAIN SYSTEM 2.221 930 9537 EA

CONCRETE MODULAR BLOCK RETAINING WALL 1,099.222 930 9551 SF

SPALL REPAIR 16.223 930 9612 SF

LANDSCAPING APPURTENANCES 1.224 970 0001 L SUM

SpecNo.

Amount


Unit Price

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


019Page 19 of 22

1/26/2017


CodeNo.


ItemNo.


LANDSCAPE PLANTINGS 1.225 970 1011 L SUM

REPLANT TREES 51.226 970 1025 EA

AUTUMN SPLENDOR BUCKEYE 11.227 970 2032 EA

AMUR CHOKECHERRY 7.228 970 2045 EA

COMMON HACKBERRY 18.229 970 2050 EA

NORTHERN ACCLAIM HONEYLOCUST 17.230 970 2150 EA

SPRING SNOW CRABAPPLE 9.231 970 2202 EA

BUR OAK 11.232 970 2330 EA

IVORY SILK LILAC 3.233 970 2392 EA

HARVEST GOLD LINDEN 20.234 970 2436 EA

ACCOLADE ELM 12.235 970 2449 EA

PRINCETON ELM 15.236 970 2472 EA

VERTICAL ROAD CLOSURE GATE-40FT 1.237 980 0816 EA

REMOVE ROAD CLOSURE GATE 1.238 980 0820 EA

TOTAL SUM BID


Job 019

1/26/2017Rev:

BID OPENING:February 03, 2017

Projects:

Type of Work:

County: CASS

Length: 1.2100 Miles

GRADING, SALVAGED BASE, PCC PAVEMENT, BRIDGE WIDENING, RAMP CONSTRUCTION, RETAINING WALL, STORM SEWER, CITY UTILITIES, BOX CULVERT, TRAFFIC SIGNALS, LIGHTING

SU-8-984(152)155 (PCN-21261) and IM-8-029(166)062 (PCN-21262)

Page 20 of 22

TIME FOR COMPLETION:The undersigned Bidder agrees, if awarded the contract, to prosecute the work with sufficientforces and equipment to complete the contract work within the allowable time specified as follows:

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

NANA calendar days to NA

The project completion date is . The Department10/21/2017 *working days. The Department will begin charging workingNA

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


Job 019

1/26/2017Rev:

BID OPENING:February 03, 2017

Projects:

Type of Work:

County: CASS

Length: 1.2100 Miles

GRADING, SALVAGED BASE, PCC PAVEMENT, BRIDGE WIDENING, RAMP CONSTRUCTION, RETAINING WALL, STORM SEWER, CITY UTILITIES, BOX CULVERT, TRAFFIC SIGNALS, LIGHTING

SU-8-984(152)155 (PCN-21261) and IM-8-029(166)062 (PCN-21262)

Page 20 of 22

*SUBSTANTIAL COMPLETION OF ALL WORK SHALL BE ACHIEVED BY OCTOBER 21, 2017. SUBSTANTIALCOMPLETION INCLUDES ALL WORK WITH THE EXCEPTION OF PERMANENT PAVEMENT MARKING,PERMANENT EROSION CONTROL AND LANDSCAPING. FINAL COMPLETION OF ALL REMAINING WORKSHALL BE JUNE 16, 2018. CLOSURE DURATIONS SHALL BE LIMITED AS FOLLOWS:

WEST SIDE (REFER TO SECTION 100 SHEETS W-1 THROUGH W-45):� �1. PH 2A & 2B 39TH STREET INTERSECTION (NORTH SIDE) RECONSTRUCT NE AND NW QUADRANTS

SEPARATELY = 24 CALENDAR DAYS TOTAL� �2. PH 2C 41ST STREET INTERSECTION (NORTH SIDE) RECONSTRUCT ½ AT A TIME = 14 CALENDAR

DAYS TOTAL�3. PH 3A & 3B 42ND STREET (SW CORNER & SE CORNER) RECONSTRUCT SEPARATELY = 24 CALENDAR

DAYS TOTAL�4. PH 3C & 3D 39TH STREET (SOUTH SIDE OF 32ND AVE S) RECONSTRUCT EAST & WEST HALVES

SEPARATELY = 60 CALENDAR DAYS TOTAL�6. CASS COUNTY ELECTRIC CUSTOMER ACCESS DRIVEWAY DURING PH 3 MAINLINE WIDENING PAVING

� 10 CALENDAR DAYS FOR CLOSURE OF DRIVEWAY

MIDDLE (REFER TO SECTION 100 SHEET M-1 THROUGH M-60):� �1. PH 3 36TH STREET CLOSURE (SOUTH SIDE) WHILE MAINTAINING ACCESS TO LUTHER BUICK 14

CALENDAR DAYS TOTAL� �2. PH 3 CLOSURE OF ONE LANE OF SB I-29 TO CONNECT TO SW LOOP RAMP 10 CALENDAR DAYS

TOTAL

EAST SIDE (REFER TO SECTION 100 SHEETS E-1 THROUGH E-29):� �1. PH 2A 33RD STREET (NORTH SIDE) CONSTRUCT ONE-HALF AT A TIME 14 CALENDAR DAYS TOTAL� �2. PH 2B 32ND STREET (NORTH SIDE) CONSTRUCT ONE-HALF AT A TIME 20 CALENDAR DAYS TOTAL

3. PH 2 - PRIVATE PARKING LOT FOR SANFORD HEALTHCARE ACCESSORIES, NORTH SIDE OF 32ND AVE SFROM STA 146+20 LT TO STA 148+80 LT (CURB & GUTTER, INLETS, HBP) - 28 CALENDAR DAYS TOTAL

� �4. PH 3A 33RD STREET (SOUTH SIDE) CONSTRUCT ONE-HALF AT A TIME 14 CALENDAR DAYS TOTAL� �5. PH 3B 32ND STREET (SOUTH SIDE) CONSTRUCT ONE-HALF AT A TIME 20 CALENDAR DAYS TOTAL� �6. PH 4 32ND STREET / 32ND AVE INTERSECTION LEFT TURN BAY (WB TO SB) 10 CALENDAR DAYS

ONCE PH 4 WORK STARTS.

FAILURE TO COMPLETE WORK WITHIN THE CLOSURE DURATIONS AS PROVIDED FOR ABOVE WILL BECHARGED AT A RATE OF $2,500 PER CALENDAR DAY UNTIL COMPLETED.FAILURE TO MEET SUBSTANTIAL COMPLETION BY OCTOBER 21, 2017 SHALL BE CHARGED AT A RATE OF$5,000 PER CALENDAR DAY UNTIL COMPLETED.FAILURE TO MEET FINAL COMPLETION BY JUNE 16, 2018 SHALL BE CHARGED AT A RATE OF $2,500 PERCALENDAR DAY UNTIL COMPLETED.

NOTES

1/25/2017 11:59:37 AM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\006\006NT_001-009_notes_AD-1.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SU-8-984(152)155 IM-8-029(166)062 6 8

This document was originally issued and sealed by

Matthew T. Kinsella, Registration Number

PE-5692, on 01/25/17 and the original document

is stored at the North Dakota Department of Transportation.

Revised 01/25/17

750-P02 SIDEWALK CONCRETE REINF: Saw contraction joints in a timely manner and construct every 4.5' on the 8 or 10' wide shared use path and every 4.5' on the sidewalk. Place one half-inch expansion joint at intervals not to exceed 150'.

Use a No. 3 deformed reinforcing bar placed 24" o.c. both ways on all sidewalks. The

bar shall be six (6) inches shorter than the width of the slab and placed accurately at one-half the depth of the slab. Use plastic chairs.

Use No. 3 bars 24" o.c. both ways on the shared use path. Use four (4) No. 3 bars

10' long, centered over new utility trenches for both the sidewalk and shared use path. Place and compact the aggregate base to the required uniform section prior to setting forms for the concrete sidewalk.

Saw all longitudinal and transverse joints. Saw a centerline longitudinal joint on the 8'

or wider shared use path. Match the existing elevation for newly placed concrete within +/-1/8” of all adjoining concrete. Remove any placed concrete not properly matching elevations as deemed by the Engineer, and replace at the contractor’s expense. Include all items listed above in the price bid for “Sidewalk Concrete Reinf” and “Sidewalk Concrete 4In.”

750-P03 DETECTABLE WARNING PANELS: Use cast-in-place, unpainted cast iron plates

manufactured by East Jordan Iron Works, Neenah Foundry, or approved equal. 752-P01 CHAIN LINK FENCE: The contractor may salvage the existing chain link fence fabric

from the fence that is removed. He shall be allowed to use this salvaged fabric for the proposed fencing that is required. Portions of the chain link fabric shall only be re-used if it is determined to be of satisfactory condition by the engineer in the field. If it is determined that the fabric is in unsatisfactory condition, the proposed fence shall be constructed with new material. Include all costs for this described work in the price bid for “Fence Chain Link”.

752-P02 TEMPORARY SAFETY FENCE: A quantity of 1,000 LF has been added to be used

as directed by the Engineer. Payment includes the removal of the temporary safety fence.

754-P01 OBJECT MARKERS - CULVERTS: Remove existing object markers located at

culvert end sections that are impacted by earthwork activities and pipe replacements. Include the cost for removal and disposal in the price bid for “Object Markers – Culverts”.

762-P01 TEMPORARY PAVEMENT MARKING: If the project is not complete by the

completion date, place temporary pavement markings at the permanent marking locations shown in the Section 120 plans. Use epoxy for all temporary markings. Quantities for temporary markings are shown in Section 10 Basis of Estimate. Obliteration of temporary pavement markings as shown and described in Section 10, shall not be paid for separately but shall be included in the price bid for “EPOXY PVMT MK __________”.

766-P01 MAILBOX: If a mailbox is shown to be reset to a different location along the street than where it was originally, notify the affected businesses and the US Postal Service of the new location.

806-P01 GROUT: Use the pressure grout method to fill the voids between the 24” spiral rib

liner and 36” CSP. Form the opening sufficiently at the inlet and outlet ends of the pipe to provide a

smooth, even surface between the liner and the existing 36” CSP. Use a grout mixture of one part cement and five parts fine aggregate, by volume, with

7 pounds of bentonite added for each sack of cement (based on a 200-barrel yield bentonite.) Adjust the amount of bentonite added per sack of cement proportionally, if the yield of bentonite varies. Use the minimum slump necessary to facilitate placement. Use grout materials that meet the following requirements:

1. Cement as specified in Section 804 of the Standard Specifications. 2. Fine aggregate meeting the requirements of Subsection 802.01 C.3 of the

Standard Specifications. 3. Commercially packaged bentonite.

Maintain grout injection pressures to fill the void without causing deformation of the

liner. Include mixing and batching facilities, a pump specifically designed for pressure injection of grout, pipe, hose, and fixtures to convey the grout into the void in the grouting equipment. Calibrate all equipment before beginning work. Continually monitor grout pump pressures with a liquid-filled diaphragm in-line gauge.

Include all costs of materials, equipment and labor to pressure grout the void in the

price bid for “Grout”. 930-P01 CONCRETE MODULAR BLOCK RETAINING WALL: The concrete modular block

wall shall conform to the following requirements: 1. Special Provision 392(14) – “Modular Retaining Wall System”. 2. The concrete modular block retaining wall shall be constructed to the same lines

and grades as shown in the plans. The wall shall have a modular block facing. 3. Following approval of a block type, color samples of the block units shall be

submitted to the Fargo District for selection. 970-P01 REPLANT TREES (“IM” PROJECT): This work consists of

removing and replanting trees within the “IM” portion of the project (32nd Avenue South Interchange, Sta 115+75 to Sta 138+95). The described trees were originally planted in 2004. Remove and replant the trees as shown in the Landscaping plan sheets (IM project) shown in Section 85. Remove 61 trees and replant only 51. The contractor shall pick the healthiest trees to be replanted. Transplant the trees prior to the earth moving operations.

NOTES

1/25/2017 11:59:37 AM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\006\006NT_001-009_notes_AD-1.docm


SHEET NO.

ND SU-8-984(152)155 IM-8-029(166)062 6 9





Revised 01/25/17

Transplant trees only when dormant, preferably in the early spring, unless otherwise directed by the Engineer. Remove the trees with a solid ball of earth around the roots. Provide a ball with a diameter not less than 10 times the diameter of the trunk of the tree measured 1 ft above the surface of the ground. Provide a ball depth not less than 60% of its diameter for balls up to 48 in diameter. For balls over 48 in diameter provide a ball with sufficient depth to maintain a solid structure and to encompass all the feeding roots under the ball area. Use a mechanical tree spade to replant the trees. Power shovels and similar machinery may not be used in digging the ball except with written permission.

Prior to placing topsoil within the tree pits rototill the bottom of the tree pit to a minimum

6” depth within. Break up large clumps, remove any extraneous material, and re-shape the subgrade prior to placing topsoil.

Water the root ball of the tree thoroughly prior to removal to keep the root ball intact

and reduce as much soil loss as possible during transports. Maintain the ball as a solid unit when moving the tree. Keep the ball moist at all times during transplanting operations.

Take care to prevent injury to the tree during the transplanting operation. Protect all

parts of the tree. Tie branches out of the way of possible injury. Do not attach chains, cables, or heavy ropes to the trunk or branches without protective padding adequate to prevent bruising or other injury.

Replant the trees to a 40’ center to center tree spacing. Position the tree in the new

hole 2-3” higher than the original grade to allow for settling. Water the newly transplanted trees by the end of the same day they are planted so the original soil ball and surrounding soil is saturated to a depth of 12”. Apply water slowly to entire area, allowing adequate penetration. Complete the watering operation in a manner such that the tree settles into a plumb position.

Stake the trees with two or more painted T-shaped steel posts securely inserted to a

3’ depth and outside the root system. Extend a galvanized guy wire from the tree stake to a polypropylene strap around the tree trunk.

Provide mulch materials that are free of all foreign debris. Present mulch samples to

the Engineer for approval. Obtain approval for mulch material prior to installation. Mulch material installed without prior approval will be removed from the project. Ensure that all plant pits and beds are entirely free of weed or grass growth and free of live roots at the time mulch is applied. Keep mulch 6” away from the tree trunks. Cover the disturbed surface area of plant beds and pits evenly and uniformly to a 4” depth with bark mulch or as directed by the Engineer.

Protect and care for the trees until November 1, 2017. Water them weekly during dry

weather or as otherwise directed. Provide a 20 gallon slow release supplemental water bag for each tree transplanted. Protect the trees from damage and from diseases and insect pests.

Include the cost for all equipment, materials, and labor required to remove and replant, maintain and water the trees in the unit price "Replant Trees.”

970-P02 TREES (“SU” PROJECT): The work for planting new trees as shown in Section 85

within the “SU” portion of this project (32nd Avenue South from Sta 92+78 to Sta 115+75, and from Sta 138+95 to Sta 157+72), shall conform to Section 7000 of the City of Fargo Standard Specifications for Construction (most current version). New trees shall have a minimum caliper of 1.5 inches.

970-P03 LANDSCAPE PLANTINGS: Restore all disturbed landscaping, rock beds, planting

beds, irrigation systems, and electrical systems on private property to their original condition, to the satisfaction of the Engineer. Include all costs associated with this work in the price bid for “Landscape Plantings.”

970-P04 TREES LOCATED IN TEMPORARY CONSTRUCTION EASEMENT: Do not disturb

or remove any trees located within the temporary construction easement north of 32nd Avenue South near the Flying J Travel Plaza.

Revised 01/13/17

NOTES

1/13/2017 8:30:16 AM R:\project\80029062.166\design\DOTSC\Plan\Addendum\006NT_010_notes.docm


SHEET NO.

ND IM-8-029(166)062 6 10

This document was originally issued and sealed by Aaron Murra,

Registration Number PE-6536,

on 01/13/17 and the original document


770-P01 HIGH MAST LIGHTING SEQUENCING: Install new high mast conductor prior to disturbing the existing lines and prior to earthwork operations for the SW Loop. Construct the cable trench type II depths to match the proposed grades not the existing ground. See the cross sections for the SW Loop.

770-P02 LIGHTING SYSTEM LUMINAIRES: Provide the following luminaires or approved equal: AEL, Autobahn Series ATB2 (Catalog No.: ATB2 60BLEDE10 MVOLT R2.) 216W LED, 1000mA, 3000k, Type II, Gray Standards with a single luminaire will require a Holophane bracket arm (model BR-1055-HG) for

horizontal tenon mount. The Schreder, Teceo 2 does not require the additional bracket arm. Double headed standards do not require the bracket arm.

Include the cost for the luminaire, bracket arm, and all other materials in the unit price bid for “Lighting

System B.” 770-P03 LIGHTING SYSTEM STANDARDS: Provide the following light standards or approved equal:

Millerbernd 40’ stainless steel standards with frost finish. Include breakaway "H" base and 2-3/8" OD slipfitter without a mast arm.

Include the cost of the light standards in the unit price bid for “Lighting System B.” 770-P04 INTERIM TRAFFIC SIGNALS: Provide 3 interim traffic signal systems. The locations of the interim

traffic signals are: 1. The west ramps of I29 and 32nd Avenue 2. The east ramps of I29 and 32nd Avenue 3. The intersection of 32nd Avenue and 36th Street

770-P05 REVISE LIGHTING SYSTEM: Install new conduit and conductor as shown in the plans for the high mast

lighting system. Install new conductors prior to disturbing the existing lines. Revise the lighting system prior to earthwork operations for the SW Loop. Construct the cable trench depths to match the proposed grades not the existing ground. See the cross sections for the SW Loop. Include all costs for the work related to revising the high mast lighting system in the unit price bid for, “Revise Lighting System.”

772-P01 INTERCONNECT CABLE REINSTALLATION AND SEQUENCING: Cut the existing interconnect cable

in the existing IT pull box at 126+19 – 652’ rt (PR32_APX). Remove and install new conduit as shown in the plans. Reinstall the existing interconnect cable in the new conduit and install a splice in the existing pull box at 126+19 – 652’ rt. Make improvements to the IT System prior to earthwork operations for the SW Loop. Construct the cable trench type II depths to match the proposed grades not the existing ground. See the cross sections for the SW Loop. Contact Lyle Landstrom at the NDDOT Fargo District and coordinate with him prior starting to any ITS work. Include all costs associated with this work in the unit price bid for “Interconnect Cable.”

772-P02 IT-PULL BOX: Provide and install a polymer concrete extension for the existing IT pull box at 126+13 -

145.2’ rt. (PR32_APX) that is compatible with the existing pull box is a Quazite assembly. Verify that the existing pull box is a Quazite PG3048BA36 pull box. Provide an approximate 2’ extension for the IT pull box.

980-P01 REMOVE ROAD CLOSURE GATE: Remove the existing road closure gate and coordinate delivery to

the NDDOT Maintenance Storage Yard in Fargo. Work with the project engineer to deliver the gate. The address of the Storage Yard is:

503 38th Street South Fargo, ND Include the cost of removal and delivery to the storage yard in the contract unit price of “Remove Road

Closure Gate.”

980-P02 VERTICAL ROAD CLOSURE GATE: Install the vertical road closure gate on the light standard at the specified location as shown in the Lighting layouts. Include all costs in the price bid for the items “Vertical Road Closure Gate–40 FT.”

IM-8-029(166)062

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/20/2017 dave.wood T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\008\008QS_001-006_QUANTITIES_AD-1.dgn5:31:22 PM

18SU-8-984(152)155

Estimate of Quantities

32nd Avenue South

Revised 1/20/17

IM-8-029(166)062

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


28SU-8-984(152)155


32nd Avenue South

Revised 1/20/17

IM-8-029(166)062

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


38SU-8-984(152)155


32nd Avenue South

Revised 1/20/17

IM-8-029(166)062

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


48SU-8-984(152)155


32nd Avenue South

Revised 1/20/17

IM-8-029(166)062

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


58SU-8-984(152)155


32nd Avenue South

Revised 1/20/17

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


68SU-8-984(152)155


32nd Avenue South

IM-8-029(166)062

Revised 1/20/17

BASIS OF ESTIMATE

1/20/2017 4:53:21 PM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\010\010BE_001_basest_AD-1.docm


SHEET NO.

ND SU-8-984(152)155 IM-8-029(166)062 10 1


David L. Wood, Registration Number



Materials Salvaged Base Course 1.875 TON/CY Commercial Grade Hot Mix Asphalt 2.0 TON/CY PG 58-28 Asphalt Cement* 6.0% of Commercial Grade Hot Mix Asphalt SS1H or CSS1H or MS1 Emulsified Asphalt* 0.05 GAL/SY *To be included in the price bid for “Commercial Grade Hot Mix Asphalt” Removal of Pavement: Concrete Pavements 2.0 TON/CY Bituminous Pavement 2.0 TON/CY Aggregate Base 1.875 TON/CY Water Embankment 10 GAL/CY Salvaged Base Course 20 GAL/CY Dust Palliative 150 MGAL/Mile

PROJECT SU-8-984(152)155: SUBGRADE PREPARATION-TYPE A-12IN

LOCATION

230 0165 SUBGRADE PREPARATION-TYPE A-12IN

PAY ITEM

(SY) STA

32ND AVE S (WEST OF INTERCHANGE)

Sta 92+78 to Sta 115+75 17,361 22.97

39TH STREET SOUTH

Sta 3904+95 to Sta 3911+52 4,203 6.57

32ND AVE S (EAST OF INTERCHANGE) 17,283

Sta 138+95 to Sta 155+88 16.93

TOTAL: 38,847 46.47

Temporary Pavement Marking SPEC CODE DESCRIPTION UNIT SU-8-984(152)155 IM-8-029(166)062 TOTAL 762 0112 EPOXY PVMT MK MESSAGE SF 829 880 1,709 762 0113 EPOXY PVMT MK 4IN LINE LF 5,964 19,796 25,760 762 0114 EPOXY PVMT MK 6IN LINE LF 2,408 171 2,579 762 0115 EPOXY PVMT MK 8IN LINE LF 8,748 9,774 18,522 762 0116 EPOXY PVMT MK 16IN LINE LF 621 - 621 762 0117 EPOXY PVMT MK 24IN LINE LF - 488 488

Notes:

1. Temporary pavement marking shall be placed at the same locations as permanent pavement markings shown in the Section 120 plans.

2. Permanent pavement markings that are shown as “PREF PATT PVMT MK 7IN LINE CONTRAST-GROOVED” in the Section 120 plans, shall be placed and paid for as temporary pavement markings as “EPOXY PVMT MK 4IN LINE”. This is accounted for in the quantities listed above.

3. Obliteration of temporary pavement markings as shown and described above, shall not be paid for separately but shall be included in the price bid for “EPOXY PVMT MK __________”.

PROJECT SU-8-984(152)155: Temporary Hot Mix Asphalt Paving in Removed Median Areas (Refer to Section 100 “W” and “E” series sheets)

CONSTRUCTION PHASE

STATION RANGE

430 0500 COMMERCIAL

GRADE HOT MIX ASPHALT PAY ITEM

302 0101 SALVAGED

BASE COURSE PAY ITEM

202 0136 REMOVAL OF PAVEMENT PAY ITEM

STATION STATION (TON) (CY) (TON)

PHASE 1 (WEST) 93+21 TO 98+94 373 186 722

PHASE 1 (WEST) 42ND ST

503+03 TO 507+77 368 184 713

PHASE 1 (WEST) 100+78 TO 104+63 138 69 267

PHASE 1 (WEST) 105+75 TO 113+11 473 237 917

PHASE 1 (WEST) 114+24 TO 115+75 46 23 89

PHASE 1 (EAST) 138+96 TO 145+45 319 160 618

PHASE 1 (EAST) 146+06 TO 151+70 295 147 571

PHASE 1 (EAST) 152+32 TO 157+71 279 139 540

Total: 2291 1145 4437

Note:

1. 6” Commercial Grade Hot Mix Asphalt over 6” Salvaged Base Course were used as the basis for the estimate.

Revised 01/20/17

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/20/2017 dave.wood T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\011\011DT_001_SalvageBaseCourseSummary_AD-1.dgn4:24:45 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

SU-8-984(152)155 1

Data Tables

Salvaged Base Course Summary

David L. Wood,

6537

01/20/17

Revised 1/20/17

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/20/2017 dave.wood T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\011\011DT_005_TopsoilSummary_AD-1.dgn11:29:40 AM

of Transportation



on and the original

PE- ,

Registration Number



11

SU-8-984(152)155 5

Data Tables

Topsoil Summary

David L. Wood,

6537

01/20/17

IM-8-029(166)062

Revised 1/20/17





Revised 1/20/17

1/20/2017 11:25:35 AM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\075\075WL_001_AD-1.docm


SHEET NO.

ND SU-8-984(152)155 IM-8-029(166)062 75 1

Wetlands Mitigation and Environmental

1 A wetland jurisdictional determination was issued by the USACE on 09/27/2016; NWO-2016-1815-BIS.

Wetland Impact Table

Wetland Number Location Type

Wetland Feature

USACE Jurisdictional

Wetlands1

Wetland Impacts Acre(s)

USFWS Easement Impacts Acre(s)

Wetland Mitigation

Mitigation Required USACE/11990 Bank

Temp. Perm. Temp. Perm. EO

11990 USACE USFWS Location Acre(s)

1 Sec. 22, T139N, R49W

Ditch Artificial N 0.05 N N N

3 Sec. 27, T139N, R49W

Ditch Artificial N 0.36 0.14 N N N

4a Sec. 26, T139N, R49W

Ditch Artificial Y 0.38 N N N

4b Sec. 23, T139N, R49W

Ditch Artificial Y 0.06 0.05 N N N

4c Sec. 23, T139N, R49W


4f Sec. 22, T139N, R49W


4g Sec. 22, T139N, R49W


4h Sec. 27, T139N, R49W


4k Sec. 26 T139N, R49W


4n Sec. 23, T139N, R49W


Totals 0.83 0.98





Revised 1/20/17

1/20/2017 11:25:35 AM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Design\Addendum_1\075\075WL_001_AD-1.docm


SHEET NO.

ND SU-8-984(152)155 IM-8-029(166)062 75 2

Wetlands Mitigation and Environmental

Impact Summary Table

Permanent

Impact Summary Temporary Impacts and additional information

Wetland Type

Total (Acres)

Wetland Type

Total (Acres/Lf)

Natural/JD 0.00 Temporary

JD 0.47

Natural/Non-JD 0.00 Non-JD

Temporary 0.36

Artificial/JD 0.79 Permanent

JD > 0.10 0.79

Artificial /Non-JD 0.19 Permanent

OW N/A

Total 0.98 Temporary

OW N/A

LEGEND

Direction of Flow

Wetland Temporary Impact

Wetland Permanent Impact

0.030 Acres

Permanent Impact

Wetland 4h

Project Limits - I

M-8-0

29(1

66)0

62

Chain PR32ND

32nd Ave. South Alignment

0.064 Acres

Temporary Impact

Wetland 4h

116 117 118 119

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/17/2017 jrensch R:\project\80029062.166\design\Sheets\Addendum 1\075WL_009.dgn9:51:40 AM

of Transportation



on and the original

PE- ,

Registration Number



75

IM-8-029(166)062

32nd Avenue South

Sta 115+75 to 119+00

Wetland Impacts

9

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

899.61

899.68

36" CSP

24"

RC

P

902.58

30" CSP

LOVE'S TRAVEL STOP

36"

CS

P

MUNICIPAL 15" RCP

15"R

CP

Inv S 907.59Rim 911.64CBS

Inv N 907.35Inv S 909.58Inv E 909.88Rim 911.88CBS

36"

CS

P

18" R

CP

8" CI

Station

Lift

52

52A

53A

55A

5554

55B

51A 32nd Ave S

R/W Mon

R/W Mon

32nd Ave S

LOT 1

R.D.O. SECOND ADDITION

1

Conc

Conc

Conc

Rock

Rock

Rock

Chnlk

Chnlk

LOVE'S TRAVEL STOP

Grading Tie

Grading Tie

Grading Tie

Wetland 4h

Sec 22

T-139-N

R-49-W

Sec 27

T-139-N

R-49-W

LEGEND

Direction of Flow



0.008 Acres

Permanent Impact

Wetland 4g

0.025 Acres

Temporary Impact

Wetland 4g

0.002 Acres

Temporary Impact

Wetland 4f

0.043 Acres

Permanent Impact

Wetland 4f

0.013 Acres

Temporary Impact

Wetland 4f

Chain PR32ND


(listed on previous sheet)

Temporary Impact

Wetland 4h

(listed on sheet for SW Loop)

Temporary Impact

Wetland 3

(listed on sheet for SW Loop)

Permanent Impact

Wetland 3

119120 121 122 123 124

125

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



75

IM-8-029(166)062

32nd Avenue South

Sta 119+00 to 125+00

Wetland Impacts

10

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

Inv 893.45

Rim 898.20

CBS

18" R

CP

36" CSP

900.32

906.19

1 CSFES (fair, N end)15" CSP (fair, skew)139' to N end23+34 (Chain: SCL32)

907.99

1 CSFES (fair, S end)15" CSP (fair, skew)128' to S end23+42 (Chain: SCL32)

18" R

CP

Inv NE 917.63

Rim 922.58

CB

Inv SE 917.63

Rim 922.58

CB

57A

59A

58B

58A56A

55A R-49-WT-139-NSec 27

32nd Ave S

Sec Line

Prop Cor

Prop Cor

R-49-W

T-139-N

Sec 22

R-49-W

T-139-N

Sec 27 Ra

mp

Ra

mp

Conc

Conc

Conc

Conc

Chnlk

Wetland 3

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Wetland 4g

Wetland 4h

Wetland 4f

Wetland 3

Wetland 3

Sec 22

T-139-N

R-49-W

LEGEND

Direction of Flow



0.269 Acres

Permanent Impact

Wetland 4h

0.144 Acres

Permanent Impact

Wetland 3

Chain PR32SWR

SW Ramp Alignment

Chain PR32SWL

SW Loop Alignment

(listed on sheet for 32nd Ave.)

Temporary Impact

Wetland 4h

0.356 Acres

Temporary Impact

Wetland 3

15

16

17

18

19 20

21

234

5

6

7

8

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



75

IM-8-029(166)062

SW Ramp

Sta 2+00 to Sta 8+00

SW Loop

Sta 11+00 to 21+00

Wetland Impacts

15

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

907.9

9

1 C

SF

ES (fa

ir, S e

nd)

15" C

SP (fa

ir, ske

w)

128' to S e

nd

23+42 (C

hain: S

CL32)

R-4

9-W

T-1

39-N

Sec 2

7

R-4

9-W

T-1

39-N

Sec 2

6

Pro

p C

or

Pro

p C

or

R/W Mon

Chnlk

Wetla

nd 3

Gra

din

g Tie

Gra

din

g Tie

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 3

Wetla

nd 3

Grading Tie

Grading Tie

Sec 2

7

T-1

39-N

R-4

9-W

Sec 2

6

T-1

39-N

R-4

9-W

899.61

899.68

36" CSP

24"

RC

P

902.58

30" CSP

36"

CS

P

MUNICIPAL 15" RCP

15"R

CP

Inv S 907.59Rim 911.64CBS

Inv N 907.35Inv S 909.58Inv E 909.88Rim 911.88CBS

36"

CS

P

18" R

CP

8" CI

Station

Lift

52

52A

53A

55A

5554

55B

51A 116 117 118 11932nd Ave S

R/W Mon

R/W Mon

32nd Ave S

LOT 1

R.D.O. SECOND ADDITION

1

10' Utility Easement

Doc. 1293512

Storage Facility

Ingress/Egress Esmt

Esmt & R/W Agreement

10' C

ass C

o. Elec. & N

W Bell

Utility Ease

ment

Conc

Conc

Conc

Rock

Rock

Rock

Chnlk

Chnlk

Grading Tie

Grading Tie

Grading Tie

Wetland 4h

Sec 22

T-139-N

R-49-W

Sec 27

T-139-N

R-49-W

UnitQuantityBid ItemSpec Code

253 201

32nd Ave Lt

HYDRAULIC MULCH

ACRE

ACRE

0.277

0.229

LEGEND

32nd Ave Rt

261 0112

32nd Ave Lt

32nd Ave Rt

FIBER ROLLS 12IN

LF

LF465

85

251

32nd Ave Lt ACRE

ACRE

0.277

0.48732nd Ave Rt

SEEDING CLASS III

253 301

32nd Ave Lt ACRE

ACRE

0.258

32nd Ave Rt

BONDED FIBER MATRIX

255 0103

SY

SY

20

ECB TYPE 3

SY22Sta 118+40 - 98' Lt - 30IN FES

Sta 118+37 - 137' Rt - 24IN FES

Sta 118+82 - 142' Rt - 36IN FES 24

0

SY18Sta 115+78 - 73' Lt - 18IN FES

Direction of Flow

Bonded Fiber Matrix w/Seeding Class III

Hydraulic Mulch w/Seeding Class III

300

Project Limits - I

M-8-0

29(1

66)0

62

Wetland Seed

251 1000

32nd Ave Lt ACRE

ACRE32nd Ave Rt 0.048

0

WETLAND SEED

Chain PR32ND


Fiber Rolls

Stations & Offsets this sheet listed from Chain PR32ND

Notes:

(See Section 85)

Lanscaping Appurtenances

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/17/2017 jrensch R:\project\80029062.166\design\Sheets\Addendum 1\077PE_007.dgn9:51:42 AM

of Transportation



on and the original

PE- ,

Registration Number



77

IM-8-029(166)062

32nd Avenue South

Sta 115+75 to 119+00

Permanent Erosion Control

7

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

Inv 893.45

Rim 898.20

CBS

18" R

CP

36" CSP

900.32

906.19

1 CSFES (fair, N end)15" CSP (fair, skew)139' to N end23+34 (Chain: SCL32)

907.99

1 CSFES (fair, S end)15" CSP (fair, skew)128' to S end23+42 (Chain: SCL32)

18" R

CP

Inv NE 917.63

Rim 922.58

CB

Inv SE 917.63

Rim 922.58

CB

57A

59A

58B

58A56A

55A 119120 121 122 123 124

125

R-49-WT-139-NSec 27

32nd Ave S

Sec Line

Prop Cor

R-49-W

T-139-N

Sec 22

R-49-W

T-139-N

Sec 27 Ra

mp

Ra

mp

Conc

Conc

Conc

Conc

Chnlk

Wetland 3

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Grading Tie

Wetland 4g

Wetland 4h

Wetland 4f

Wetland 3

Sec 22

T-139-N

R-49-W


253 201

32nd Ave Lt

HYDRAULIC MULCH

ACRE

ACRE

0.188

0.47232nd Ave Rt

261 0112

32nd Ave Lt

32nd Ave Rt

FIBER ROLLS 12IN

LF

LF880

251 300

32nd Ave Lt ACRE

ACRE

1.715

1.34532nd Ave Rt

SEEDING CLASS III

253 301

32nd Ave Lt ACRE

ACRE0.87332nd Ave Rt

BONDED FIBER MATRIX

255 0103

SY

SY

18

ECB TYPE 3

SY18

Sta 120+48 - 112' Lt - 18IN FES

Sta 120+50 - 130' Lt - 18IN FES 18

SY24

0140750

SY

SY

SY

SIDEWALK CONCRETE 4IN (FES APRON)

1.527

SY

SY

20Sta 123+40 - 153' Lt - 24IN FES

Sta 123+79 - 235' Lt - 24IN FES 20

Sta 119+15 - 127' Lt - 36IN FES

Sta 119+93 - 152' Lt - 18IN FES

1,170

4.3

4.3

4.3

LEGEND

Direction of Flow

Fiber Rolls Bonded Fiber Matrix w/Seeding Class III


Wetland Seed

251 1000

32nd Ave Lt ACRE

ACRE

0.025

0.08232nd Ave Rt

WETLAND SEED

Chain PR32ND


Stations & Offsets this sheet listed from Chain PR32ND

Notes:

Sta 120+66 - 143' RT

Sta 123+31 - 139' LT

Sta 123+87 - 151' RT

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



77

IM-8-029(166)062

32nd Avenue South

Sta 119+00 to 125+00


8

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

899.87

901.50

(0.5' pipe separation from FES at both ends)

2 RCFES (poor)

24" X 74' RCP (poor, skew)

3282+13 - 150' to NE end

3281+62 - 206' to SW end

Chain SCL 29

902.76

903.8

5

903.8

8

904.3

8

904.3

8

8

9

10

11

12

13

14

Prop Cor

R/W Mon

Prop Cor

Sec Line

3278 3279 3280 3281 3282 3283 3284

N 04^ 25' 44" W

AS

LE

SO

N I

ND

US

TRI

AL P

AR

K FI

RS

T A

DDI

TI

ON

Chnlk

Hdwl

Hdwl

Hdwl

Grading Tie

Grading Tie

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Sec 2

7

T-1

39-N

R-4

9-W

Sec 2

6

T-1

39-N

R-4

9-W

261 0112

LF

LF

350SW Ramp Lt

SW Ramp Rt


253 201 HYDRAULIC MULCH

ACRE

251 300

ACRE

ACRE

0.938

1.133

SEEDING CLASS III

253 301

ACRE

ACRE1.133

BONDED FIBER MATRIX

255 0103 ECB TYPE 3

SY20

SY20

0.355

LEGEND

Direction of Flow

Fiber Rolls Bonded Fiber Matrix w/Seeding Class III


Wetland Seed

ACRE

SW Ramp Lt

SW Ramp Rt

SW Ramp Lt

SW Ramp Rt

SW Ramp Lt

SW Ramp Rt

0.583

0

251 1000

ACRE

ACRE

SW Ramp Lt

SW Ramp Rt

WETLAND SEED

0

0.156

Chain PR32SWR

SW Ramp Alignment

Chain SCL29

I-29 Alignment

Stations & Offsets this sheet listed from Chain PR32SWR

Notes:

Sta 10+26 - 55' Lt - 24IN FES

Sta 10+26 - 40' Rt - 24IN FES

FIBER ROLLS 12IN

1,170

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



77

IM-8-029(166)062

SW Ramp

Sta 8+00 to 14+00


12

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

1 C

SF

ES (fa

ir, S e

nd)

15" C

SP (fa

ir, ske

w)

128' to S e

nd

23+42 (C

hain: S

CL32)

11

1112

13

14

15

16

17

7

8

R-4

9-W

T-1

39-N

Sec 2

7

R-4

9-W

T-1

39-N

Sec 2

6

3284 3285 3286 3287 3288 3289

Hdwl

Hdwl

Wetla

nd 3

Gra

din

g Tie

Gra

din

g Tie

Wetla

nd 3

Wetla

nd 3

Sec 2

7

T-1

39-N

R-4

9-W

Sec 2

6

T-1

39-N

R-4

9-W


251 300

ACRE

ACRE

0.823

1.492

LEGEND

Fiber Rolls

SW Loop Lt

SW Loop Rt

Direction of Flow

261 0112 FIBER ROLLS 12IN

LF

LF415

385



255 0103 ECB TYPE 3

SY20

SY20

SEEDING CLASS III

253 201

ACRE0.595

ACRE1.297

301

ACRE

ACRE

0.228

0.196

HYDRAULIC MULCH

253 BONDED FIBER MATRIX

Chain PR32SWL

SW Loop Alignment

Sta 14+60 - 52' Lt - 24IN FES

Sta 14+60 - 32' Rt - 24IN FES

Stations & Offsets this sheet listed from Chain PR32SWL

Notes:

Chain SCL29

I-29 Alignment

SW Loop Lt

SW Loop Rt

SW Loop Lt

SW Loop Rt

SW Loop Lt

SW Loop Rt

Wetland Seed

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



77

IM-8-029(166)062


13

SW Loop

Sta 11+00 to 15+80

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

907.9

9

1 C

SF

ES (fa

ir, S e

nd)

15" C

SP (fa

ir, ske

w)

128' to S e

nd

23+42 (C

hain: S

CL32)

15

16

17

18

19 20

21

234

5

6

7

8

R-4

9-W

T-1

39-N

Sec 2

7

Pro

p C

or

Pro

p C

or

Pro

p C

or

R/W Mon

Access

Control

Chnlk

Wetla

nd 3

Gra

din

g Tie

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 4

h

Wetla

nd 3

Wetla

nd 3

Grading Tie

Grading Tie

Sec 2

7

T-1

39-N

R-4

9-W


251 300

ACRE

ACRE

0.328

2.214

LEGEND

Fiber Rolls

SW Ramp Lt

SW Ramp Rt

SW Loop Rt ACRE1.085

Direction of Flow

261 0112 FIBER ROLLS 12IN

LF

LF460

735SW Ramp Rt

SW Loop Rt


SEEDING CLASS III

253 201

ACRE0.564SW Ramp Rt


301

ACRE

ACRE

0.328

1.650

SW Ramp Lt

SW Ramp Rt


HYDRAULIC MULCH

253 BONDED FIBER MATRIX

Chain PR32SWR

SW Ramp Alignment

Chain PR32SWL

SW Loop Alignment

Stations & Offsets this sheet listed from Chain PR32SWL

Notes:

1000251

SW Ramp Rt 0.023 ACRE

WETLAND SEED


Wetland Seed

SW Loop Rt 0.294 ACRE

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


of Transportation



on and the original

PE- ,

Registration Number



77

IM-8-029(166)062

SW Ramp

Sta 2+00 to Sta 8+00

SW Loop

Sta 15+80 to 21+00


14

Jeffrey R. Rensch,

8211

Revised 1/20/17

1/20/17

Work Zone Phasing Notes – 32nd Ave South (East Side)

1/20/2017 2:35:40 PM T:\Projects\2015\15.103.0105 Fargo 32nd Avenue South Reconstruction\80984155.152\Traffic\Addendum_1\100NT_001-002_East Phasing notes_Apex_AD-1.docm


SHEET NO.

ND SU-8-984(152)155 100 E-1


issued and sealed by Dain L. Miller,

Registration Number PE-4036,

on 01/20/17 and the original document is stored at the North Dakota Department

of Transportation.

Revised 01/20/17

Phase 1 (East) Work Zone Area: Center Median removals, storm sewer installation and replace

removal areas with temporary (Hot Bituminous Pavement) HBP. Traffic Lanes Maintained: Traffic will be split one lane west-bound on the north side

and one lane east-bound on the south side of 32nd Ave South; maintain left turn lanes at all intersections.

Detours: None Sub-Phases: None Time Constraints for Construction of Intersections: None Key Work Zone Activities / Sequencing / Notes:

1. Remove existing center medians, trees, signs, etc. as indicated in plans for 32nd Ave South east of 36th Street South.

2. Install storm sewer line in center median area from 36th Street to 33rd Street. 3. Excavate and prep center median and turn lane areas for temporary HBP. 4. Contractor will be required to partially remove/lower existing electrical pull

boxes located in center median. Protect existing pull boxes temporarily under the temporary HBP placed in the existing medians.

5. Begin installing temporary signals at 32nd Street and 36th Street. Phase 2 (East) Work Zone Area: Removals and construction for the widening and west-bound lanes

on the north side of 32nd Avenue South from 36th Street South to east of 32nd Street South.

Traffic Lanes Maintained: Traffic will be head to head with one lane west-bound and

one lane east-bound on the south half of 32nd Avenue S from 36th Street to 32nd Street. Left turn lanes will be maintained at all intersections. West bound traffic will primarily run on the temporary HBP placed in phase 1. Interim signals must be functional at 32nd Street and 36th Street before moving traffic head to head.

Detours: YES – During intersection work on the north side at 33rd Street (Phase 2A)

and 32nd Street (Phase 2B), traffic will be ONE-WAY onto 33rd Street and 32nd Street. South-bound traffic will not be allowed to enter 32nd Ave S. Traffic will be detoured to the north to find alternate routes.

Sub-Phases: Phase 2A – Reconstruct 33rd Street Intersection (north side) one-half at a time. Phase 2B - Reconstruct 32nd Street Intersection (north side) one-half at a time.

Time Constraints on Intersection Work: Phase 2A – 33rd Street Intersection – north side (14 calendar days Total) Phase 2B - 32nd Street Intersection – north side (20 calendar days Total)

Phase 2 – Private parking lot for Sanford Healthcare Accessories, north side of 32nd Avenue S, from Sta 146+20 to Sta 148+80 Lt (curb and gutter, inlets, hot mix pavement) – 28 calendar days total

Key Work Zone Activities / Sequencing / Notes:

1. Phase 2 – Mainline 32nd Avenue South (North half) a. Modify (or cover) temporary signal head positions at 32nd Street and

36th Street as needed for any lane configuration changes. b. Remove existing pavement in work zone areas on the north half 32nd

Ave S with exception of the intersections of 33rd Street and 32nd Street c. Coordinate private utility relocations before any permanent

infrastructure is constructed in the north boulevard of 32nd Avenue. d. Install watermain / hydrant modifications as shown in the plans in the

north boulevard. e. Install north lateral storm line at station 141+75. f. Construct new concrete pavement on north half of 32nd Ave S with

exception of left turn lanes in the medians and the intersections of 33rd Street and 32nd Street.

g. Construct new concrete shared use path where possible in the north boulevard from 36th Street to 32nd Street S.

2. Sanitary Sewer Relining and Bypass Work – The sanitary sewer relining work

will be completed from the lift station west of 33rd Street going east to about station 158+00. The bypass pumping operations and equipment set up will require specific work zone traffic control shown in plan set section 100, sheets E-14 & E-17.

3. Phase 2A – Reconstruct 33rd Street Intersection (north side) a. 33rd Street Intersection on north side will be constructed one half at a

time in order to maintain traffic ONE WAY (north bound) for access to Sanford Health Care Accessories and apartments.

b. Install lateral storm sewer from the median to the inlets located in the NE and NW corner of the intersection.

4. Phase 2B – Reconstruct 32nd Street Intersection (north

side) a. 32nd Street Intersection on north side will be

constructed one half at a time in order to maintain traffic ONE WAY (north bound) for access to Bank of the West and Alerus Financial buildings and apartments.

REVISED 1/20/2017

NOTES

1/20/2017 9:06:11 AM R:\project\80029062.166\bridge\OH Sign Structure\115SN_001_NOTES.docm

23 U.S.C. 409

NDDOT Reserves All Objections


SHEET NO.

ND IM-8-029(166)062 115 1


Lindsay Bossert, Registration Number

PE-8395, on 1/20/2017 and the

original document is stored at the North Dakota Department of Transportation.

100 SCOPE OF WORK: Work consists of the following:

Station Type of Work

3290+38 RT (I-29) Remove and Replace Overhead Sign Structure – Bridge Mounted 3291+64 LT (I-29) Remove and Replace Overhead Sign Structure – Bridge Mounted 3304+24 LT (I-29) Revise Overhead Sign Structure – Truss 9+72 (NW Ramp I-29) Remove Overhead Sign Structure – Truss 3324+23 LT (I-29) Revise Overhead Sign Structure – Truss 3341+33 LT (I-29) Revise Overhead Sign Structure – Bridge Mounted 118+91 RT (32nd Ave S) Remove and Replace Overhead Sign Structure - Cantilever 123+74 RT (32nd Ave S) Remove and Replace Overhead Sign Structure - Cantilever

105 WORK DRAWINGS: Submit work drawings for review for the sign structures located at

the following stations: 3290+38RT (I-29) 3291+64 Lt (I-29) 118+91Rt (32nd Ave S) 123+74Rt (32nd Ave S) Submit work drawings according to Section 616.04 A, “Work Drawings”. Include anchor

bolts in the work drawings. 754 GALVANIZING: Galvanize the sign structure after fabrication of the sign structure is

complete. 754 SHOP INSPECTION: The department reserves the right to conduct a shop inspection

according to Section 616.04 B, “Shop Inspection”. 754 CLASS AE CONCRETE – SIGN FOUNDATIONS: The Class AE Concrete that is used

at Station 118+91 Rt. and 123+74 Rt. will meet all requirements specified in Section 602. Cast all drilled shafts continuously with no construction joints. Provide Grade 60 reinforcing steel that meets the requirements of Section 612. Include the concrete, reinforcing bars, excavation, and labor required to build the sign foundations in the pay item “Class AE Concrete –Sign Foundations.”

754 STRUCTURAL STEEL: The following requirements apply to the individual member types. 1. Pipe: Shall meet the following specifications with the properties of Fy=45 KSI

(Min.), Fu=62 KSI (Min.), and a minimum elongation equal to 20% in 2 inches; ASTM A500 Grade C, ASTM A252 Grade 3, API-5L-X46, API-5L-X52, API-5L-X60. Do not splice any pipe that will be used for the cantilever structure.

2. Plates and Structural Shapes: ASTM A572 Grade 50. 3. Bolts: ASTM A 325; All U-bolts shall be ASTM A307 Grade A.

High Mast Circuit

StationConduit Runs Cable Runs

LF DIA LF TYPE

Sta 121+07-515' rt

Sta 123+66-258' rt to0 - 298

No. 6 USE

3 No. 2 USE, 1

Sta 125+56-602' rt

Sta 121+07-515' rt to 100 2 100

No. 6 USE

3 No. 2 USE, 1

Sta 127+16-648' rt

Sta 125+56-602' rt to0 - 179

No. 6 USE

3 No. 2 USE, 1

Sta 128+86-653' rt

Sta 127+16-648' rt to170 2 170

No. 6 USE

3 No. 2 USE, 1

Sta 132+02-664' rt

Sta 128+86-653' rt to0 - 320

No. 6 USE

3 No. 2 USE, 1

Light Standards

No. Station Wattage Circuit IES-Type Mounting Pole Ht. Breakaway

1 Sta 115+87-43' lt 216 A1 Single 40' H Base

2 Sta 115+87-86.5' rt 216 A1 Single 40' H Base







9 Sta 121+25-88' rt 216 A1 Single 40' H Base

10 Sta 121+28-57' lt 216 A1 Combo 40' -

11 Sta 121+98-199' lt 216 A2 Ceiling 0' -

12 Sta 122+33-200' lt 216 A2 Ceiling 0' -

13 Sta 122+70-49.5' lt 216 A1 Single 40' H Base

14 Sta 122+79-71' rt 216 A1 Combo 40' -



17 Sta 125+70-51.5' lt 216 A1 Single 40' H Base

18 Sta 126+39-70' rt 216 A1 Single 40' H Base

19 Sta 129+63-70' rt 216 B1 Single 40' H Base

20 Sta 130+25-51.5' lt 216 B1 Single 40' H Base



23 Sta 132+81-62' lt 216 B1 Combo 40' -


25 Sta 134+56-66' rt 216 B1 Combo 40' -

26 Sta 134+77-64' lt 216 B1 Single 40' H Base



29 Sta 137+15.8-65' rt 216 B1 Single 40' H Base

30 Sta 137+51-65' lt 216 B1 Combo 40' -

31 Sta 137+74.5-95' rt 216 B1 Combo 40' -

32 Sta 138+72.5-79' lt 216 B1 Combo 40' -

33 Sta 139+08-65' rt 216 B1 Combo 40' -

Light Standards - Circuit B1 & B2


LF DIA LF TYPE

Sta 139+08-65' rt

Sta 139+20-73' rt (FP) to14 2

168

(3) No. 6 THW

(6) No. 6 RHW

84

Sta 138+72.5-79' lt

Sta 139+08-65' rt to149 2

628

(2) No. 6 THW

(4) No. 6 RHW

314

Sta 137+51-65' lt

Sta 138+72.5-79' lt to121 2

516

(2) No. 6 THW

(4) No. 6 RHW

258

Sta 136+14-70.5' lt

Sta 137+51-65' lt to138 2

584

(2) No. 6 THW

(4) No. 6 RHW

292

Sta 134+77-64' lt

Sta 136+14-70.5' lt to139 2

588

(2) No. 6 THW

(4) No. 6 RHW

294

Sta 137+81-146.3' lt

Sta 137+51-65' lt to97 2

-

(1) No. 6 THW

(2) No. 6 RHW

-

Sta 133+81-184' lt

Sta 134+77-64' lt to155 2

326

(1) No. 6 THW

(2) No. 6 RHW

163

Sta 133+70-193.3' lt

Sta 133+81-184' lt to0 -

50

(1) No. 6 THW

(2) No. 6 RHW

25

Sta 133+39-192.6' lt

Sta 133+70-193.3' lt to0 -

88

(1) No. 6 THW

(2) No. 6 RHW

44

Sta 132+81-62' lt

Sta 134+77-64' lt to198 2

412

(1) No. 6 THW

(2) No. 6 RHW

206

Sta 131+53-51.5' lt

Sta 132+81-62' lt to130 2

276

(1) No. 6 THW

(2) No. 6 RHW

138

Sta 130+25-51.5' lt

Sta 131+53-51.5' lt to130 2

276

(1) No. 6 THW

(2) No. 6 RHW

138

Sta 137+74.5-95' rt

Sta 139+08-65' rt to138 2

292

(1) No. 6 THW

(2) No. 6 RHW

146

Sta 137+15.8-65' rt

Sta 137+74.5-95' rt to66 2

148

(1) No. 6 THW

(2) No. 6 RHW

74

Sta 135+87-65' rt

Sta 137+15.8-65' rt to128 2

272

(1) No. 6 THW

(2) No. 6 RHW

136

Sta 134+56-66' rt

Sta 135+87-65' rt to130 2

276

(1) No. 6 THW

(2) No. 6 RHW

138

Sta 132+95-57' rt

Sta 134+56-66' rt to160 2

336

(1) No. 6 THW

(2) No. 6 RHW

168

Sta 131+29-70' rt

Sta 132+95-57' rt to165 2

346

(1) No. 6 THW

(2) No. 6 RHW

173

Sta 129+63-70' rt

Sta 131+29-70' rt to166 2

348

(1) No. 6 THW

(2) No. 6 RHW

174

Drop Gate - Circuit A3


LF DIA LF TYPE

Sta 121+28-57' lt

Sta 121+08-70' lt (FP) to0 -

76

(1) No. 6 THW

(2) No. 6 RHW

38

Sta 119+93-55' lt

Sta 121+28-57' lt to0 -

284

(1) No. 6 THW

(2) No. 6 RHW

142

Sta 119+93-93.5' rt

Sta 119+93-55' lt to0 -

314

(1) No. 6 THW

(2) No. 6 RHW

157

Sta 121+25-88' rt

Sta 119+93-93.5' rt to0 -

284

(1) No. 6 THW

(2) No. 6 RHW

142

Sta 121+98-149' rt

Sta 121+25-88' rt to97 2

214

(1) No. 6 THW

(2) No. 6 RHW

107

Sta 122+57.5-120' rt

Sta 121+98-149' rt to69 2 79 No. 14 AWG 5

Light Standards - Circuits A1 & A2


LF DIA LF TYPE

Sta 115+87-86.5' rt

Sta 114+48.3-101.5' rt (FP) to136 2

600

(2) No. 6 THW

(4) No. 6 RHW

300

Sta 117+29-86.5' rt

Sta 115+87-86.5' rt to142 2

600

(2) No. 6 THW

(4) No. 6 RHW

300

Sta 118+61-95.5' rt

Sta 117+29-86.5' rt to132 2

560

(2) No. 6 THW

(4) No. 6 RHW

280

Sta 119+93-93.5' rt

Sta 118+61-95.5' rt to133 2

564

(2) No. 6 THW

(4) No. 6 RHW

282

Sta 119+93-55' lt

Sta 119+93-93.5' rt to149 2

628

(2) No. 6 THW

(4) No. 6 RHW

314

Sta 121+67-188' lt

Sta 119+93-55' lt to254 2

524

(1) No. 6 THW

(2) No. 6 RHW

262

Sta 121+98-199' lt

Sta 121+67-188' lt to42 1

100

(1) No. 6 THW

(2) No. 6 RHW

50

Sta 122+33-200' lt

Sta 121+98-199' lt to32 1

80

(1) No. 6 THW

(2) No. 6 RHW

40

Sta 121+25-88' rt

Sta 119+93-93.5' rt to134 2

284

(1) No. 6 THW

(2) No. 6 RHW

142

Sta 122+79-71' rt

Sta 121+25-88' rt to157 2

330

(1) No. 6 THW

(2) No. 6 RHW

165

Sta 124+58-70.5' rt

Sta 122+79-71' rt to181 2

378

(1) No. 6 THW

(2) No. 6 RHW

189

Sta 126+39-70' rt

Sta 124+58-70.5' rt to181 2

378

(1) No. 6 THW

(2) No. 6 RHW

189

Sta 118+60-55' lt

Sta 119+93-55' lt to133 2

282

(1) No. 6 THW

(2) No. 6 RHW

141

Sta 117+27-43' lt

Sta 118+60-55' lt to134 2

284

(1) No. 6 THW

(2) No. 6 RHW

142

Sta 115+87-43' lt

Sta 117+27-43' lt to140 2

296

(1) No. 6 THW

(2) No. 6 RHW

148

Sta 121+28-57' lt

Sta 119+93-55' lt to134 2

284

(1) No. 6 THW

(2) No. 6 RHW

142

Sta 122+70-49.5' lt

Sta 121+28-57' lt to143 2

302

(1) No. 6 THW

(2) No. 6 RHW

151

Sta 124+21-51' lt

Sta 122+70-49.5' lt to149 2

314

(1) No. 6 THW

(2) No. 6 RHW

157

Sta 125+70-51.5' lt

Sta 124+21-51' lt to149 2

314

(1) No. 6 THW

(2) No. 6 RHW

157

Lighting Quantities (A)

Lig

hting S

yste

m B

Concrete F

oundation - Hig

hway Lig

hting

Cable Tre

nch - T

ype II

1IN Dia

meter

Rigid C

onduit

2IN Dia

meter

Rigid C

onduit

LE

D L

uminaire

LT S

TD 4

0F

T P

ole Bre

aka

way H B

ase

Undergro

und C

onductor

No.6 - T

ype R

HW

Undergro

und C

onductor

No.6 - T

ype T

HW

Undergro

und C

able N

o. 14 - T

ype A

WG 5

Re

move Lig

ht Sta

ndard

Re

move Electric P

ull B

ox

Underp

ass Lig

hting C

eilin

g M

ounte

d

EA LF LF LF EA EA LF LF LF EA EA EA EA

23 778 74 5241 33 23 14204 7102 79 11 16 2 1

(A) Include the cost for all items tabulated in the unit price bid for "Lighting System B"

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/25/2017 lgoergen R:\project\80029062.166\design\DOTSC\Plan\Addendum\140LT_027_LSTable.dgn12:24:22 PM

of Transportation



on and the original

PE- ,

Registration Number



6536

01/25/17

140

IM-8-029(166)062 27

Aaron Murra

Lighting Quantities

32nd Avenue South

Revised 01/25/17

SHEETNO.

SECTIONNO.

Signal Layout

32nd Avenue South

32nd Street SouthInitial Layout

STATE PROJECT NO.

ND 16150SU-8-984(152)155

This document was originallyissued and sealed byJoshua M. LoegeringRegistration Number

PE-9139,on 1/20/17 and the originaldocument is stored at theNorth Dakota Department

of Transportation

REVISED 1/20/17

HEAD CONDUCTOR ASSIGNMENT

FYA HEAD CONDUCTOR ASSIGNMENT

SHEETNO.

SECTIONNO.

Signal Layout

32nd Avenue South

32nd Street SouthStandards

STATE PROJECT NO.

ND 17150SU-8-984(152)155



of Transportation

REVISED 1/20/17

HEAD CONDUCTOR ASSIGNMENT

SHEETNO.

SECTIONNO.

Signal Layout

32nd Avenue South

32nd Street SouthStandards (2)

STATE PROJECT NO.

ND 18150SU-8-984(152)155



of Transportation

REVISED 1/20/17

SHEETNO.

SECTIONNO.

Signal Layout

32nd Avenue South

Quantities

STATE PROJECT NO.

ND 22150SU-8-984(152)155



of Transportation

REVISED 1/20/17