Date Printed: Oct 7, 2022 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 1062033 Reason for Modification:

Doc Description: Cass Scenic Railroad State Park New Campground Addendum #3 to issue agency responses to all vendor submitted questions and publish additional modi..... See Page 2 for complete infoProc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2022-10-07 2022-11-15 13:30 CRFQ 0310 DNR2300000001 4

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

Joseph E Hager III

(304) 558-2306 joseph.e.hageriii@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Oct 7, 2022 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

Reason for Modification:

Addendum #3 to issued agency responses to all vendor submitted questions and publish additional modifications and clarifications.

ADDITIONAL INFORMATION

The West Virginia Purchasing Division is soliciting bids on behalf of The West Virginia Division of Natural Resources to establish a contract for the construction of a new Campground at Cass Scenic Railroad Resort State Parks per the attached specifications, terms and conditions, and the project manual and drawings.

INVOICE TO SHIP TO

DIVISION OF NATURAL

RESOURCES

DIVISION OF NATURAL

RESOURCES

PARKS & RECREATION-PEM

SECTION

CASS SCENIC RAILROAD

STATE PARK

324 4TH AVE 242 MAIN ST

SOUTH CHARLESTON WV CASS WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Campground Construction

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

Campground Construction

SCHEDULE OF EVENTS

Line Event Event Date

SOLICITATION NUMBER: CRFQ 0310 DNR23*01

Addendum Number: No. 03

The purpose of this addendum is to modify the solicitation identified above to reflect the change (s) identified and described below.

Applicable Addendum Category:

[X ] Modify bid opening date and time

[ X ] Modify specifications of product or service being sought

[ X ] Attachment of vendor questions and responses

[ X ] Attachment of pre-bid sign-in sheet

[ X ] Correction of error or clarification

[ X ] Other: (Any referenced Drawing and/or Specification in this addendum being attached to this document is by reference only. It is the bidder’s responsibility to obtain these documents.)

Description of Modification to Solicitation:

Addendum issued to publish and distribute the attached documentation to the vendor community.

1. To publish Addendum No. 03 Pricing Page.

2. To publish Addendum No. 03 Revised Drawings Dated 09.22.2022.

3. To publish Addendum No. 03 Revised Specifications Dated 09.22.2022.

4. To publish Addendum No. 03 Geotech Report Dated 01.03.2022.

5. To publish Addendum No. 03 Questions and Responses Dated 09.23.2022.

6. To extend Q&A Deadline until 10/19/2022 @ 4:00 PM ET. This will be the final Q&A. No additional questions will be accepted after this date.

7. To extend Bid Due Date until 11/15/2022 @ 1:30 PM ET

NO OTHER CHANGES.

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith.

Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Revised 6/8/2012

ATTACHMENT A

CRFQ DNR 23*01 Cass Scenic Railroad Campground

Addendum No. 03

Vendor Questions:

Q.1. Most the asphalt on this project has a typical section of 7” of Base 2 and 5” of Wearing 1(2-2.5” lifts). Would the owner consider changing the section to 8” of Base 1(2-4” lifts) 2.5” Base 2 and 1.5” of Wearing. The owner still gets a 12” HMA section but the overall asphalt liquid content for that section would be reduced dramatically thus saving the owner money and the section would more represent what the WVDOH would use on new construction.

A. The majority of the asphalt paving has been removed and/or revised in this Addendum. Stone will be placed to bring the grade up to the designed elevation in order to pave in the future, as shown on the revised drawing.

Q.2. The owner is specifying WVDOH Specs but will there be Fuel and Asphalt adjustments as per section 109.9 and 109.10 WVDOH standard specifications?

A. No.

Q.3. Would the owner consider listing the asphalt units by the ton and bid unit prices? This is the fair and more economical way to receive a competitive bid. Or the owner could bid the Asphalt separately on a different PO when the time drew more closely to the other work being completed as stated in the Prebid it “could be the spring of 2024 until the asphalt work would be performed.

A.See Question No. 1 above.

Q.4. Since the paving is a large percentage of the project can it be offered as an alternate? This alone may ensure that the Park gets all of it desired infrastructure completed and could use the Campground on stone base and bid the paving at a later date?

A.See Question No. 1 above.

Q.5. The paving thickness as shown is very thick, is the thickness shown correct since there is no real speed involved with this campground and no heavy loads expected?

A.See Question No. 1 above.

Q.6. The Electrical Power will have to be applied for with Mon Power, will this be theOwnersresponsibility since the contractor does not own the property and will not be responsible for the payment?

A. The work orders for the project have already been assigned by Mon Power. They are indicated in Section 262100 – 2.01(B) in the project manual. The contractor will pay for the services, directly to Mon Power. Bidders are to carry an amount of $10,000 to cover the service charges by Mon Power for the two permanent electrical services. Any costs associated with temporary electrical services are to be coordinated with Mon Power and are the responsibility of the contractor.

Q.7. The water hook up for the campground sites is not shown on the plans, will a detailedlocation be sent or will the contractor pick the location of the water laterals and frost free hydrants?

A. A revised detail showing the proposed locations of the yard hydrants is included in this Addendum.

Q.8. Will valves for each water lateral be required for each camp site?

A.See the Detail on Sheet No. C041 for the typical installation.

Q.9. The various sewer laterals for the camp sites will the contractor pick the location foreach sewer lateral?

A. A revised detail showing the proposed locations of the sewer laterals, where applicable, is provided in this Addendum.

Q.10. The check in building will it also have water, sewer and LP gas?

A. The proposed check-in building has water and sewer service provided to the site as shown on the Drawings.

Q.11. Can you give us a height for the landscaping trees to be planted, are those 2’, 3’, 4’, 5’or 6’ trees?

Based on the scale on C002 you’re requesting trees 30+ feet in height?

A. Please refer to the “Landscape Plans” on Sheet Nos C022 through C024 and the “Landscape Details” on Sheet Nos. C035 and C036. The detail being questioned shows fully mature trees, not freshly planted.

Q.12. The traffic signs, will those have a typical 2lb channel post? Will they require a breakaway post at the bottom?

A. Typical 2 lb channel posts for the signs.

Q.13. The campsite signs are those required to be wooden with a wooden post for each campsite?

A.Yes, these signs will be coordinated with the Park Superintendent.

Q.14. Are there any provisions for any outside lighting throughout the campground?

A.Outside lighting will not be installed beyond that shown in the project documents.

Q.15. Will there be any pavement striping required?

A. Yes, as shown on the Drawings.

Q.16. If the house demo is taken away will the concrete foundation demo remain in thiscontract?

A. The demolition of the houses will be removed from this project; however, the demolition of the concrete structures as shown on Sheet No. C011 will remain part of this contract.

Q.17. Are there any other underground utilities existing on the project that are not shown?

A. Utilities and other existing underground structures indicated on the Drawings are shown for the purpose of indicating the existence of such facilities and no guarantee is given or implied of the exact location or completeness of information given. The Contractor shall contact WV811 at least 48 hours in advance prior to performing any excavation operations.

Q.18. The existing bridge on site is it capable of supporting construction equipment anddeliveries or should we install an alternate crossing?

A. The Contractor will need to determine their means and methods of transporting equipment and other deliveries to the site.

Q.19. Does the contractor have to do any compaction testing for the earthwork and utilities?

A. All earthwork activities shall be in accordance with the applicable Specifications of Division 31 of the Project Manual.

Q.20. Will BM’s and Control be given to the contractor by the Owner/Engineer?

A. Yes.

Q.21. Is this a Buy American contract?

A. No. Review Purchasing Requirements Regarding requirements for ‘Steel’ and any other special West Virginia State Purchasing Rules or Regulations.

Q.22. Is Davis Bacon wages required?

A. No.

Q.23. Will the Owner/Engineer have a designated RPR onsite daily?

A. No.

Q.24. Does concrete have to be State Certified or can it come from the local Redi MixSupplier Moores Concrete as long as it passes the cylinder breaks?

A.The cast-in-place concrete must meet Specification Section 033000 – CAST-IN-PLACE CONCRETE.

Q.25. Will the diversion berms remain after construction is completed?

A. No.

Q.26. Is a preconstruction video required?

A. Yes.

Q.27. Is the check in building a part of this contract? If so where are the drawings and details for the building?

A. Yes. Details are included in this Addendum.

Q.28. Is burning of clearing materials allowed?

A. No.

Q.29. He electrical trench detail on sheet E503 shows 57 stone backfill, this will hold water should it be changed to limestone sand?

A.Install in accordance with the detail shown.

Q.30. Referring to 019100 Commissioning: Could further elaboration on what MEP equipment this specification includes?

A. There are no third party commissioning requirements for MEP equipment. All MEP equipment will be started and tested in accordance with the requirements of their respective specification sections by qualified personnel.

Q.31. Referring to 087100 Door Hardware: Could the specifications be provided for Door Hardware?

A. Hardware specification included in this addendum.

Q.32. Referring to SECTION 08 3323 OVERHEAD COILING DOORS within the Manual but not indexed. Where does this specification apply?

A. No overhead coiling doors.

Q.33. Referring to Sheet A500 & S.4: Which detail is correct for the exterior wall foundation?

A. Provide all work described in A500 and S.4 details. Foundation depths to follow S.4. Both slab-to-foundation wall configurations are permitted, dependent on order of construction activities.

Q.34. Referring to Sheet C012 Note: See Spec Section xxx for details of Check-in Building. Where can I find this specifications/plan sheets section for the Check-in Building?

A.Design for Check-In Building is included in this Addendum.

Q.35. During the prebid meeting it was stated the contract would take upwards to 4-months to be awarded. Will language be provided to protect Vendors for escalation of materials due to the long lag time in award?

A. No.

Q.36. During the prebid meeting it was stated the contract would take upwards to 4-months to be awarded. The long lag time in awarding this project puts this project dead in the middle of winter.

Would a Notice to Proceed be provided to allow for the submittal process to commence without taking away the days for construction?

A. Notice to Proceed start date is negotiable with the awarded bidder after the purchase order is received.

Q.37. Division 08– Openings, B. Fire-Rated Doors:Which doors are scheduled to be fire rated?

A. No fire rated doors.

Q.38.2.05 ACCESSORIES, A. Door Window Frames: Door window frames with glazing securely fastened within door opening.Where does the following specification apply?

A. At Check-In Building, included in this Addendum.

Q.39. 1.02 RELATED REQUIREMENTS, B. Section 08 8000 - Glazing: Glass for doors and borrowed lutes.Where does the following specification apply?

A. At Check-In Building, included in this Addendum.

Q.40. Division 09 - Finish; Section: 092116 - Gypsum Board Assemblies, 1.01 SECTION INCLUDES E. Textured finish system.3.06 TEXTURE FINISH - Please confirm textured ceilings on all gypsum board ceilings.

A. Yes

Q.41. Division 09 - Finish; Section: 092116 - Gypsum Board Assemblies, 1.02 RELATED REQUIREMENTS, A. Section 06 1000 - Rough Carpentry: Building framing and sheathing.This specification section below was not provided. Will the specification section be provided within a subsequent addendum?

A. Rough carpentry requirements listed on structural notes page.

Q.42. Division 09 - Finish; Section: 092116 - Gypsum Board Assemblies, 2.02 BOARD MATERIALS A. Gypsum Wallboard.Please confirm mold resistant mold is required with the entire interior footprint of the structure.

A. Yes

Q.43. Division 09 – Tiling2.06 ACCESSORY MATERIALS, A. Waterproofing Membrane at all locations. Is this specification section required when applying to concrete surfaces?

A. Yes

Q.44. SECTION 09 7800 INTERIOR WALL PANELING - Will the FRP require Class A fire rating?

A. No

Q.45. Division 09 - Interior Painting - G. Wood Doors to be Field Finished: Seal wood door top and bottom edge surfaces with tinted primer. Please confirm all doors are scheduled to be Hollow Metal.

A.No wood doors scheduled.

Q.46. Toilet, bath, and laundry Accessories - Section: 102800

2.03 COMMERCIAL TOILET ACCESSORIES

A. Toilet Paper Dispenser: By Owner B. Paper Towel Dispenser: By Owner C. Soap Dispenser: By Owner.

Please confirm the accessories mentioned above are By Owner.

A. Listed toilet accessories will be by Owner.

Q.47. Requesting the local concrete plant, Moores Concrete to be approved even though not State Certified. Moores Concrete has provide 100's of thousands cubic yards of concrete for local Observatory.

A. See Question No. 24 above.

Q.48. Please confirm Asbestos Abatement is By Owner.

A. Yes.

Q.49. Please confirm the demolition of structures is By Owner and please confirm the foundations will be removed and engineered backfill will be placed and tested for compaction by Owner.

A.Owner will Abate houses under state contract. Engineered fill will not be installed at old house pier locations.

Q.50. Please provide a work order from Mon Power in order for the Contractor's to request pricing for the electrical upgrades.

A. See answer to Q6.

Q.51. Has a Storm Water Permit been generated and who is responsible for the storm water reporting?

A. The NPDES construction stormwater permit has been applied for and the Contractor will be required to comply with all requirements set forth in the Contract Documents.

Q.52. Please confirm the height of the new trees.

A. Refer to Question No. 11 above.

Q.53. Will concrete pours under 5 yards require testing?

A. See Question No. 24 above.

Q.54. Please confirm Owner will be providing Geo-tech reports and please confirm the Owner will be providing compaction testing.

A.The Geotechnical Reports is being provided in this Addendum. The GC will be responsible for all compaction testing required.

Q.55. Who is the AHJ for reviewing project plans and providing inspections through-out the duration of construction?

A. Owner, A&E Team, & WV State Fire Marshal’s Office.

Q.56. Will the structures require Fire Marshall inspection and will a Occupancy Permit be required?

A. Yes

Q.57. SUBSTITUTION PROCEDURES 012500 - 3

B. Substitutions for Convenience: Not allowed.

C. Substitutions for Convenience: Engineer will consider requests for substitution if received within 60 days after the Notice to Proceed.

Which is correct, B or C?

A. B, Not Allowed.

Q.58. CONTRACT MODIFICATION PROCEDURES 012600 - 1 & 2

Please provide a timeline as to when the Proposal Requests will be closed, meaning approved and/or denied. Typically, within other State Entities, it is within seven days.

A. Responses are typically within seven days, but neither the owner nor the design professionals are contractually bound to the contractor for a time limit on proposals.

Q.59. CONTRACT MODIFICATION PROCEDURES 012600 - 2

Please provide a timeline as to when the Change Order will be processed. Typically, within other State Entities, it is within seven days so not to hinder Pay Application timelines.

A.Responses are typically within seven days, but neither the owner nor the design professionals are contractually bound to the contractor for a time limit on Change Orders.

Q.60. ADMINISTRATIVE REQUIREMENTS 013000 – 2

1.5 PROGRESS MEETINGS

Please confirm the above Scope of Work is the responsibility of the Engineer of Record who is also represented as the Initial Decision Maker.

A. The Engineer will conduct the Progress Meetings as described.

Q.61. PROJECT MANAGEMENT AND COORDINATION 013100 - 2 & 3

Please confirm the RFI responses will be no longer than 7 working days and should the RFI responses not be received within 7 working days, a claim for additional calendar days with compensation for general requirements shall be reviewed by the Initial Decision Maker. Especially when the sequence of operations has been hindered due to late response.

A. Responses are typically within seven days, but neither the owner nor the design professionals are contractually bound to the contractor for a time limit on RFIs.

Q.62How often will Progress Meeting take place?

A. Every Two Weeks until the project is closed out. After project is sustainably complete, meetings can be held via conference call.

Q.63. SUBMITTAL PROCEDURES 013300 - 2

Could the submittal review time line be reduced to fourteen (14) days?

A. No.

Q.64. TEMPORARY FACILITIES AND CONTROLS 015000 - 1

What is the fee for water use charges?

A. Owner will allow connection to water and sewage at no cost to the Contractor, for normal usage.

Contractor will be responsible for connections to the services at current connection locations.

Q.65. TEMPORARY FACILITIES AND CONTROLS 015000 - 1

Requesting the Owner to provide the work order for electric as this is not available for Contractors to obtain.

A. If the utility will not use the permanent work order number (found in the project manual) for temporary power, the contractor is responsible for obtaining a work order for temporary electrical service(s). Contractors are responsible for all costs related for temporary services including coordinating with Mon Power and all incurred costs associated. This is over and above the $10,000 line items for permanent service(s).

Q.66. TEMPORARY FACILITIES AND CONTROLS 015000 - 2

Please provide the limits for Chain Link Fencing.

A. This section is intended for the Contractor’s temporary use of facilities during construction. If the site conditions necessitate, chain link fencing will be required to be installed by the Contractor for their or the public’s benefit and safety.

Q.67. TEMPORARY FACILITIES AND CONTROLS 015000 - 2

Please provide the limits of portable Chain-Link Fencing.

A. This section is intended for the Contractor’s temporary use of facilities during construction. If the site conditions necessitate, chain link fencing will be required to be installed by the Contractorfor their or the public’s benefit and safety.

Q.68. TEMPORARY FACILITIES AND CONTROLS 015000 - 2

Is a total of two (2) office facilities required?

A. No.

Q.69. TEMPORARY FACILITIES AND CONTROLS 015000 - 6

G. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials.

Shall a termite control specification be provided due to the building construction materials?

A. No.

Q.70. TRAFFIC CONTROL 015700 - 2

Is this specification section pertinent to this project?

A.This specification does not apply to this project.

Q.71. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 5

Please confirm the Owner will be providing testing, Adjusting, And Balancing.

A. The Contractor will be responsible for this.

Q.72. DEMONSTRATION AND TRAINING 017900 - 4 & 5

Please provide a list of items where this specification is to be utilized.

A. Training by factory trained personnel will be provided for all mechanical, electrical, and wastewater hardware and systems. Training will be once systems are fully operational and may be performed after startup if sufficient time remains in the day, otherwise the training will be rescheduled for another day. Training must include not only an orientation of the system but a review of all maintenance and troubleshooting procedures as well.

Q.73. SECTION 019100 - COMMISSIONING

Is this specification pertinent to this project and if so, please provide a list of items to be commissioned?

A. Any commissioning will be as recommended by the manufacturer or supplier of the wastewater equipment provided by the Contractor. No commissioning required on MEP if factory trained personnel are used in startup and training.

Q.74. SECTION 020100 - VIDEO RECORDING

Are you requesting twenty-four (24) camera recording capabilities and recording for time laps video?

A. No.

Q.75. SECTION 020100 - VIDEO RECORDING

Please provide a detailed list of what is being provided by Owner.

A.The Owner will have the capability of viewing what is being provided by the Contractor according to this section.

Q.76.SECTION 024119 - SELECTIVE DEMOLITION

Will the specification section be revised in subsequent addendum?

A. No, demolition work will still apply to mill foundation area.

Q.77. CAST-IN-PLACE CONCRETE 033000 - 5

2.10 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Normal-Weight Concrete:

1. Minimum Compressive Strength: As indicated on Sheet No. SG1 at 28 days.

Please provide Sheet No. SG1.

A.Reference Civil and Structural notes on plans.

Q.78. SECTION 06 2000, FINISH CARPENTRY

Please provide information on the drawings where wood casings and moldings are scheduled.

A. Miscellaneous locations as necessary for trim work.

Q.79. ASPHALT SHINGLES 07 3113 - 2

9. Basis-of-Design: GAF Timberline HDZ.

Requesting Owens Corning Shingles as an approved Manufacturer.

A. Products meeting the specification, including criteria established by the basis-of-design are permitted, pending submittal approval. If there is a question if the proposed product meets the specification, provide a detailed substitution request in accordance with the Project Manual requirements.

Q.80. SECTION 07 8400 FIRESTOPPING

Please identify the fire rated walls?

A. Identified on check-in building drawings.

Q.81. Specification 26 2416

Section 2.03 B.1 and Section 2.04 A.3 require panelboard lugs to be copper, suitable for terminating copper conductors only. The feeder schedule on electrical plans E104 – E107 require aluminum conductors to be utilized. Are copper/aluminum rated lugs acceptable?

Copper/aluminum rated lugs are an economical solution for installations per feeder schedule.

A. Yes, lugs rated for copper / aluminum wire are acceptable.

Q.82. Section 1.06 Power System Studies – Are these required for this project?

A. Yes, the Arc Flash & Shock Risk Assessment is required. A coordination study is NOT required.

Q.83. Drawing E601 & E602: Please provide AIC rating for each panelboard.

A. 65kAIC for 277/480V panels and 10kAIC for 120/208V panels.

Q.84.What type of door hardware is wanted for this project? There are no specs for this item.

A. See Question No. 31 above.

Q.85. Drawing C012 calls out a Check-In Building and states “See Spec Section XXX For Details of Check- In Building”. Is there details for this building?

A. See Question No. 34 above.

Q.86. There is no door hardware schedule included in specs.

A. See Question No. 31 above.

Q.87. There is an overhead door spec but no overhead door shown on drawings.

A. No overhead coiling doors.

Q.88. What is the budget for this project?

A. Project budgets are not provided.

Q.89. There is a fire protection spec but where are the fire extinguishers and fire extinguisher cabinets located, not noted on the drawing.

A. See schedule at end of the specification section.

Q.90. Is there a spec on vinyl plank flooring? What type of base is in that room?

A. Specification provided in this addendum.

Q.91 Drawing E104 & E107: The PP-1 specified has lugs and a terminal bar rated for 125A. The specified pedestal will acceptsize 2/0 wire and smaller. What is the recommended method for making this installation work?

A. The lugs for the power feed will accept up to 350kcmil. The neutral terminal bar is rated for #2/0.

For the pedestal feeds where the neutral wire is larger than #2/0, use a compression pin adapter (Burndy AYP series or approved equal) to transition to #2/0.

Q.92. The 2P 70A.T./100A.F. circuit breaker will accept size 1/0 wire and smaller. What is the recommended method for making this installation work?

A. Where the load conductors on these breakers are larger than #1/0, use a compression pin adapter (Burndy AYP series or approved equal) to transition to #1/0.

Q.93. Drawing E101 & E102: Sheet note #1 writes “stub up (2) 3” conduits”; however, E105-E107 does not write (2) 3”conduits with pull strings. Please clarify.

A. The 3” conduit for data on sheets E105, E106, & E107 should be (2) 3” conduits.

Q.94. Drawing E105: Drawing writes (3) 5” conduits from power pole to utility transformer; however, drawing E501writes (2) 5” conduits from power pole to utility transformer. Please clarify.

A. Install (3) 5” conduits w/ pull string from the power company transformer to the CT cabinet.

Q.95. What is the cutoff date for questions as the bid has been postponed?

A. See date included in this addendum.

Q.96. Will the demolition/asbestos abatement be removed from the contract for the structures in town?

A. Yes.

Q.97. 1.5" Copper Feed to the Bathhouses is shown. What is the material to be used inside the building? Copper or PVC/PEX?

A. Per the plumbing notes on the P sheets, domestic water piping is to be either type “L” copper w/ soldered fittings or rigid / stick PEX with stainless steel banded crimped bronze fittings. PEX will be installed parallel & perpendicular to walls and floors in a tradesman like manner as if it were copper.

PEX will require copper stub outs from the walls.

Q.98. Where does the 1" line that feeds the washrooms begin and end?

A. We do not follow the reasoning for this question.

Q.99. Are the lines intended to be insulated? If so, are we to use foam or fiberglass?

A. See section 22 0719 – Plumbing Piping Insulation for requirements.

Q.100. I can't seem to find some of the curves associated with slabtown (see below). It shows a curve

26 and 29 without a description on C005. The lower curves towards the bottom of the loop don't have a label or any description. We have info up to C25, then nothing until it picks up again at C33. Is there some info missing from dwg C005? Maybe I'm just overlooking it.

A. This is addressed in this Addendum.

Q.101. On drawing A01, should the interior walls in bathhouse #1 actually be G3P instead of G3A for all the walls that are involved with the bathrooms? Also, are the dividing walls for the restrooms to be made of plywood on both sides and no gypsum? These are not labeled very well and some walls have no labeling at all.

A. Addressed in this addendum.

Q.102. Also, on same drawing, are we to assume all walls for bathhouse #2 are to replicate the walls shown for bathhouse #1?

A. Yes. Addressed in this addendum.

Clarifications

1. Civil Drawings to be replaced with revision attached: C000, C001, C002, C003, C005, C008, C009, C010, C012, C013, C015, C016, C017, C019, C020, C021, C022, C023, C024, C032, C033, C034, and C035.

2. Civil Drawings attached to be added: C034A and C038.

3. S.5: Add drawing attached.

4. A101: Replace drawing with revision attached.

5. A103: Add drawing attached.

6. A201: Replace drawing with revision attached.

7. A202: Add drawing attached.

8. A302: Add drawing attached.

9. A500: Replace drawing with revision attached.

10. P103: Add drawing attached.

11. P402: Add drawing attached.

12. M102: Add drawing attached.

13. M601: Replace drawing with revision attached.

14. E107: Replace drawing with revision attached.

15. E108: Add drawing attached.

16. E501: Replace drawing with revision attached.

17. E602: Replace drawing with revision attached.

18. E603: Add drawing attached.

19. Exhibit A – Pricing Page: Replace form with revision attached.

20. Asbestos Report: Omit Section.

21. Geotechnical Report: Add report attached.

22. Section 07 4646 – Fiber-Cement Siding: Add section attached.

23. Section 08 3323 – Overhead Coiling Doors: Omit section.

24. Section 08 7100 – Door Hardware: Add section attached.

25. Section 08 8000 – Glazing: Add section attached.

26. Section 09 5100 – Acoustical Ceilings: Add section attached.

27. Section 09 6500 – Resilient Flooring: Add section attached.

28. Section 09 7700 – Slatwall Panel Systems: Add section attached.

29. Section 12 3600 – Countertops: Add section attached.

30. Section 26 2417 – Recreation Vehicle Power Pedestals, 2.01, Jamestown Advanced Products

(www.jamestownadvanced.com) is an acceptable manufacturer for power pedestals.

31. Section 33 3500 – Water Tank Level Control: Omit section.

32. As stated at the Pre-Bid meeting, and environmental review was conducted on this site for potential contamination from previous industrial sources. Nothing considered out of the ordinary for this site’s intended use was found. However, if during construction, the Contractor finds something unusual during excavation work, they are to notify the Owner immediately.

33. Each camp site shall be equipped with one bear proof trash can, such as the 30 Gallon Basic BEARicuda Bin With Screw Top Lid including optional handles, or approved equal. Each trash can shall be secured to the camp site signpost utilizing an appropriate length of stainless-steel chain.

http://www.jamestownadvanced.com/

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PROJECT AREA

C000 CIVIL TITLE SHEET CIVIL TITLE SHEET C001 TYPICAL SECTIONS TYPICAL SECTIONS C002 TYPICAL CAMPSITE SECTIONS TYPICAL CAMPSITE SECTIONS C003 GENERAL NOTES GENERAL NOTES C004 SHEET INDEX SHEET INDEX C005 GEOMETRIC LAYOUT GEOMETRIC LAYOUT C006-C007 EXISTING CONDITIONS EXISTING CONDITIONS C008-C010 DEMOLITION PLANS DEMOLITION PLANS C011 DEMOLITION PLAN DEMOLITION PLAN C012-C013 PLAN SHEETS PLAN SHEETS C014 PLAN SHEET PLAN SHEET C012A-C014A CAMPSITE LAYOUT PLANS CAMPSITE LAYOUT PLANS C015-C017 GRADING PLANS GRADING PLANS C018 UTILITY PLAN UTILITY PLAN C019-C021 UTILITY PLANS UTILITY PLANS C022-C024 LANDSCAPE PLANS LANDSCAPE PLANS C025-C027 EROSION & SEDIMENT CONTROL PLANS EROSION & SEDIMENT CONTROL PLANS C028-C031 ROAD PROFILES ROAD PROFILES C032-C033 UTILITY PROFILES UTILITY PROFILES C034 DUMP STATION SITE PLAN DUMP STATION SITE PLAN C034A DUMP STATION DETAILS DUMP STATION DETAILS C035 LANDSCAPE DETAILS LANDSCAPE DETAILS C036 EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL DETAILS C037 SANITARY SEWER DETAILS SANITARY SEWER DETAILS C038 PUMP STATION DETAILS PUMP STATION DETAILS C039-C041 WATERLINE DETAILS WATERLINE DETAILS A001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES A100 CAMPGROUND BATHHOUSES PLAN SHEET CAMPGROUND BATHHOUSES PLAN SHEET A101 CAMPGROUND BATHHOUSES FLOOR PLANS CAMPGROUND BATHHOUSES FLOOR PLANS A102 CAMPGROUND BATHHOUSES REFLECTED CEILING, ROOF PLAN, & FINISH PLAN CAMPGROUND BATHHOUSES REFLECTED CEILING, ROOF PLAN, & FINISH PLAN A103 CAMPGROUND CHECK-IN STATION PLAN SHEET CAMPGROUND CHECK-IN STATION PLAN SHEET A201 CAMPGROUND BATHHOUSES BUILDING ELEVATIONS CAMPGROUND BATHHOUSES BUILDING ELEVATIONS A202 CAMPGROUND CHECK-IN STATION BUILDING ELEVATIONS CAMPGROUND CHECK-IN STATION BUILDING ELEVATIONS A301 CAMPGROUND BATHHOUSES BUILDING SECTIONS CAMPGROUND BATHHOUSES BUILDING SECTIONS A302 CAMPGROUND CHECK-IN STATION BUILDING SECTIONS CAMPGROUND CHECK-IN STATION BUILDING SECTIONS A401 CAMPGROUND BATHHOUSES ENLARGED DETAILS CAMPGROUND BATHHOUSES ENLARGED DETAILS A500 TYPICAL DETAILS TYPICAL DETAILS A600 PARTITION TYPES PARTITION TYPES S.1 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S.2 CAMPGROUND BATHHOUSES FOUNDATION PLAN CAMPGROUND BATHHOUSES FOUNDATION PLAN S.3 CAMPGROUND BATHHOUSES FRAMING PLAN CAMPGROUND BATHHOUSES FRAMING PLAN S.4 STRUCTURAL DETAILS STRUCTURAL DETAILS S.5 CAMPGROUND CHECK-IN STATION FOUNDATION & FRAMING PLAN CAMPGROUND CHECK-IN STATION FOUNDATION & FRAMING PLAN E000 CAMPGROUND ELECTRICAL NOTES & LEGENDS CAMPGROUND ELECTRICAL NOTES & LEGENDS E101 CAMPGROUND BATHHOUSE A ELECTRICAL & LIGHTING PLAN CAMPGROUND BATHHOUSE A ELECTRICAL & LIGHTING PLAN E102 CAMPGROUND BATHHOUSE B ELECTRICAL & LIGHTING PLAN CAMPGROUND BATHHOUSE B ELECTRICAL & LIGHTING PLAN E103 OVERALL SITE POWER PLAN OVERALL SITE POWER PLAN E104 SITE POWER PLAN - AREA 'A' SITE POWER PLAN - AREA 'A' E105 SITE POWER PLAN - AREA 'B' SITE POWER PLAN - AREA 'B' E106 SITE POWER PLAN - AREA 'C' SITE POWER PLAN - AREA 'C' E107 SITE POWER PLAN - AREA 'D' SITE POWER PLAN - AREA 'D' E108 CAMPGROUND CHECK-IN STATION ELECTRICAL & LIGHTING PLAN CAMPGROUND CHECK-IN STATION ELECTRICAL & LIGHTING PLAN E501 ELECTRICAL ONE-LINE ELECTRICAL ONE-LINE E502 ELECTRIC SERVICE BACKBOARD DETAIL ELECTRIC SERVICE BACKBOARD DETAIL E503 CANOPY DETAILS CANOPY DETAILS E601 CAMPGROUND ELECTRICAL SCHEDULES CAMPGROUND ELECTRICAL SCHEDULES E602-E603 CAMPGROUND ELECTRICAL SCHEDULES CAMPGROUND ELECTRICAL SCHEDULES M000 MECHANICAL ABBREVIATIONS, NOTES, & LEGENDS MECHANICAL ABBREVIATIONS, NOTES, & LEGENDS M101 CAMPGROUND BATHHOUSES MECHANICAL PLAN, NOTES, & LEGENDS CAMPGROUND BATHHOUSES MECHANICAL PLAN, NOTES, & LEGENDS M102 CAMPGROUND CHECK-IN STATION MECHANICAL PLAN, SECTION, NOTES, & LEGENDS CAMPGROUND CHECK-IN STATION MECHANICAL PLAN, SECTION, NOTES, & LEGENDS M201 CAMPGROUND BATHHOUSES MECHANICAL SECTION VIEWS & DETAILS CAMPGROUND BATHHOUSES MECHANICAL SECTION VIEWS & DETAILS M501 CAMPGROUND MECHANICAL DETAILS CAMPGROUND MECHANICAL DETAILS M601 CAMPGROUND MECHANICAL SCHEDULES CAMPGROUND MECHANICAL SCHEDULES P000 CAMPGROUND PLUMBING ABBREVIATIONS, NOTES, & LEGENDS CAMPGROUND PLUMBING ABBREVIATIONS, NOTES, & LEGENDS P101 CAMPGROUND BATHHOUSE A PLUMBING PLANS CAMPGROUND BATHHOUSE A PLUMBING PLANS P102 CAMPGROUND BATHHOUSE B PLUMBING PLANS CAMPGROUND BATHHOUSE B PLUMBING PLANS P103 CAMPGROUND CHECK-IN STATION PLUMBING PLANS CAMPGROUND CHECK-IN STATION PLUMBING PLANS P401 CAMPGROUND BATHHOUSES ENLARGED PLUMBING PLANS CAMPGROUND BATHHOUSES ENLARGED PLUMBING PLANS P402 CAMPGROUND CHECK-IN STATION ENLARGED PLUMBING PLANS CAMPGROUND CHECK-IN STATION ENLARGED PLUMBING PLANS P601 CAMPGROUND BATHHOUSES SCHEDULES & DETAILSCAMPGROUND BATHHOUSES SCHEDULES & DETAILS

TYPICAL SECTION - TWO WAY ROAD

CASS CAMPGROUND LOOP - STA. 0+10.17 - STA. 0+61.18

TYPICAL SECTION - ONE WAY ROAD

ASPHALT - N.I.C.

CASS CAMPGROUND LOOP - STA. 12+09.59 - STA. 41+77.33

CASS CAMPGROUND

LOOP

TYPICAL SECTION - DUMP STATION AREA

CASS CAMPGROUND LOOP - STA. 5+54.84 (10' LT.) - STA. 6+79.39 (10' LT.)

TYPICAL SECTION - TWO WAY ROAD - ALTERNATING TRAFFIC

CASS CAMPGROUND LOOP - STA. 0+61.18 - STA. 2+22.57

TYPICAL SECTION - TWO WAY ROAD

CASS CAMPGROUND LOOP - STA. 2+22.57 - STA. 7+80.75

ASPHALT - N.I.C.

CASS CAMPGROUND LOOP - STA. 7+80.75 - STA. 11+99.59

CASS CAMPGROUND LOOP - STA. 41+77.33 - STA. 45+74.90

TYPICAL SECTION - TWO WAY ROAD

ASPHALT - N.I.C.

CASS CAMPGROUND CONNECTOR - STA. 60+07.00 - 63+59.86

TYPICAL SECTION - ONE WAY ROAD

ASPHALT - N.I.C.

CASS BATHHOUSE CONNECTOR - STA. 50+10.00 - STA, 52+99.37

TYPICAL SECTION - TWO WAY ROAD

SLABTOWN CAMPGROUND - STA. 70+10 - STA. 70+93.79

TYPICAL SECTION - ONE WAY ROAD

SLABTOWN CAMPGROUND - STA. 71+05.24 - STA. 77+27.06

TYPICAL SECTION - ONE WAY ROAD

SLABTOWN CAMPGROUND CHECK-IN - STA. 80+11.44 - STA. 81+75.49

SLABTOWN

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CONSTRUCTION

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AutoCAD SHX Text LEGEND 1 HOT-MIX ASPHALT WEARING COURSE HOT-MIX ASPHALT WEARING COURSE 2 HOT-MIX ASPHALT BASE COURSE HOT-MIX ASPHALT BASE COURSE 3 CRD 6 BASE COURSE CRD 6 BASE COURSE 4 FABRIC FOR SEPARATIONFABRIC FOR SEPARATION

AutoCAD SHX Text LEGEND 1 HOT-MIX ASPHALT BASE COURSE HOT-MIX ASPHALT BASE COURSE 2 AGGREGATE BASE COURSE, CLASS 1 AGGREGATE BASE COURSE, CLASS 1 3 FABRIC FOR SEPARATIONFABRIC FOR SEPARATION

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AutoCAD SHX Text NOTE: : WHERE ASPHALT HAS BEEN REMOVED FROM THIS CONTRACT, THE CONTRACTOR SHALL PLACE STONE SURFACING MATERIAL IN ACCORDANCE TO SECTION 321217 IN ITS PLACE.

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(LABELED AS N.I.C.)

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TYPICAL DETAIL - REGULAR CAMPSITE

CAMPSITES 1-6

CAMPSITES 7-36, 48-81, & 83-96 (ASPHALT-N.I.C.)

TYPICAL DETAIL - HANDICAP CAMPSITE

CAMPSITES 82, 97-100

TYPICAL DETAIL - EQUESTRIAN CAMPSITE

CAMPSITES 37-47

TYPICAL SECTION - REGULAR CAMPSITES

CAMPSITES 1-6

CAMPSITES 7-36, 48-81, & 83-96 (ASPHALT-N.I.C.)

TYPICAL SECTION - HANDICAP CAMPSITE TYPICAL SECTION - EQUESTRIAN CAMPSITE

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AutoCAD SHX Text PROPOSED 10.00' LANDSCAPE BUFFER SEE DRAWING NOS. C-022 - C-024 FOR LANDSCAPE PLAN (TYP.)

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ASPHALT APRON

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UNIFORM GRADE TO NEXT CAMPSITE 2% SLOPE SHOWN FOR REFERENCE

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AutoCAD SHX Text LEGEND 1 HOT-MIX ASPHALT BASE COURSE HOT-MIX ASPHALT BASE COURSE 2 AGGREGATE BASE COURSE, CLASS 1 AGGREGATE BASE COURSE, CLASS 1 3 FABRIC FOR SEPARATIONFABRIC FOR SEPARATION

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GRASSY AREA GRADED TO FINISH GRADE OF CAMPSITE

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FINISH GRADE

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SEE NOTE BELOW

AutoCAD SHX Text NOTE: : HORSE CORRAL SHALL BE PROVIDED FOR EACH SITE AND LOCATED WHERE PRACTICAL (SEE GENERAL NOTES).

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YARD HYDRANT (SEE GENERAL NOTES, DETAILS, AND THE SPECIFICATIONS)

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POWER PEDESTAL (SEE GENERAL NOTES, DETAILS, AND THE SPECIFICATIONS)

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YARD HYDRANT (SEE GENERAL NOTES, DETAILS, AND THE SPECIFICATIONS)

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AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ANY ON SITE STAGING AREAS WITH PARK SUPERINTENDENT. CONTRACTOR SHALL COORDINATE ANY ON SITE STAGING AREAS WITH PARK SUPERINTENDENT. 2. ALL MATERIAL SHALL BE APPROPRIATELY RECYCLED OR DISPOSED OF LEGALLY IN ACCORDANCE WITH THE WV DIVISION OF ALL MATERIAL SHALL BE APPROPRIATELY RECYCLED OR DISPOSED OF LEGALLY IN ACCORDANCE WITH THE WV DIVISION OF ENVIRONMENTAL PROTECTION SOLID WASTE REGULATIONS. 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO KEEP SILT, THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO KEEP SILT, DIRT, AND DEBRIS OUT OF EXISTING DRAINAGE AND OFF SURROUNDING PROPERTY. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADE FENCING, WARNING LIGHTS, ETC. AROUND THE PROJECT AREA, THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADE FENCING, WARNING LIGHTS, ETC. AROUND THE PROJECT AREA, EQUIPMENT, AND MATERIALS AS NECESSARY TO PROTECT THE PUBLIC FROM HAZARDS ASSOCIATED WITH CONSTRUCTION OPERATIONS. 6. THE CONTRACTOR SHALL SITE GRADE THE TRAIL CROSSINGS ON THE MAIN LINE TO MATCH THE PROPOSED ROAD GRADE. THE CONTRACTOR SHALL SITE GRADE THE TRAIL CROSSINGS ON THE MAIN LINE TO MATCH THE PROPOSED ROAD GRADE. THE COST FOR DOING THIS WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS WITHIN THE PROJECT. 7. THE CONTRACTOR SHALL MARK TREES TO BE REMOVED. PARK SUPERINTENDENT SHALL EVALUATE THE REMOVAL OF THE CONTRACTOR SHALL MARK TREES TO BE REMOVED. PARK SUPERINTENDENT SHALL EVALUATE THE REMOVAL OF TREES. THE CONTRACTOR SHALL TAKE CARE IN REMOVING TREES SO REMAINING TREES ARE NOT UNNECESSARILY DAMAGED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIAL FROM THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL LAWS PERTAINING TO DISPOSAL OF MATERIAL. THE COST OF THIS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE VARIOUS BID ITEMS. 9. EACH CAMPSITE SHALL BE MARKED WITH A CAMPSITE MARKER SIGN WITH THE APPROPRIATE CAMPSITE NUMBER. THE EACH CAMPSITE SHALL BE MARKED WITH A CAMPSITE MARKER SIGN WITH THE APPROPRIATE CAMPSITE NUMBER. THE CONTRACTOR SHALL COORDINATE WITH THE PARK SUPERINTENDENT FOR THE SIGN SPECIFICATIONS AND LOCATIONS. THE COST OF THE SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND INCLUDED IN THE VARIOUS BID ITEMS. 10. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR THE POWER AND TELEPHONE DATA THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR THE POWER AND TELEPHONE DATA INFRASTRUCTURE HOOKUPS AT EACH CAMPSITE. WATERLINE NOTES 1. MINIMUM PIPE COVER SHALL BE 3.5 FEET. MINIMUM PIPE COVER SHALL BE 3.5 FEET. 2. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL AREAS DISTURBED BY CONSTRUCTION. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL AREAS DISTURBED BY CONSTRUCTION. 3. ALL WORK ALONG PARK ROADS SHALL COMPLY WITH THE CURRENT "WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD ALL WORK ALONG PARK ROADS SHALL COMPLY WITH THE CURRENT "WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS ROADS AND BRIDGES" PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS. MAINTENANCE OF TRAFFIC THROUGH THE CONSTRUCTION SHALL CONFORM TO WEST VIRGINIA DIVISION OF HIGHWAYS "TRAFFIC CONTROL FOR STREET AND MAINTENANCE OPERATIONS." ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE "ACCOMMODATION OF UTILITIES ON HIGHWAY RIGHT-OF-WAY" (LATEST EDITION). 4. THE PLANS SHOW THE LOCATION OF PROPOSED WATERLINES AND APPURTENANCES. THE WATERLINES AND THE PLANS SHOW THE LOCATION OF PROPOSED WATERLINES AND APPURTENANCES. THE WATERLINES AND APPURTENANCES, WHEN POSSIBLE, SHALL BE A MINIMUM OF FIVE (5) FEET OFF THE EDGE OF PAVEMENT. IN AREAS WHERE GUARDRAIL IS PRESENT, WATERLINE SHALL BE PLACED BETWEEN THE GUARDRAIL AND THE EDGE OF PAVEMENT. THIS SHALL BE SUBJECT TO THE APPROVAL OF THE INSPECTOR. 5. THE CONTRACTOR SHALL PROVIDE THE COMPACTION AND CONCRETE TESTING NECESSARY FOR HIS QUALITY CONTROL AND THE CONTRACTOR SHALL PROVIDE THE COMPACTION AND CONCRETE TESTING NECESSARY FOR HIS QUALITY CONTROL AND AS REQUIRED BY THE WEST VIRGINIA DIVISION OF HIGHWAYS. COPIES OF THESE TESTS SHALL BE MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 6. TRENCH REPAIR TO REPLACE SURFACE IN STREETS AND DRIVEWAYS SHALL BE PERFORMED WITHIN 30 DAYS OF PLACEMENT TRENCH REPAIR TO REPLACE SURFACE IN STREETS AND DRIVEWAYS SHALL BE PERFORMED WITHIN 30 DAYS OF PLACEMENT OF WATERLINE IN RESPECTIVE AREAS. DAMAGE TO ASPHALT OR CONCRETE STREETS, HIGHWAYS, DRIVEWAYS, OR PARKING AREAS OUTSIDE OF THE MAXIMUM ALLOWABLE TRENCH PATCHING WIDTH AS SPECIFIED HEREIN SHALL BE REPAIRED AS DIRECTED BY THE INSPECTOR AT THE SOLE EXPENSE OF THE CONTRACTOR, UNLESS OTHERWISE APPROVED FOR PAYMENT BY THE INSPECTOR. 7. THE CONTRACTOR SHALL LAY THE WATERLINE A MINIMUM OF 3'-6" BELOW FINISH GRADE (TO THE TOP OF THE PIPE). THE CONTRACTOR SHALL LAY THE WATERLINE A MINIMUM OF 3'-6" BELOW FINISH GRADE (TO THE TOP OF THE PIPE). THE PIPE UNDER THE NORMAL STREAM CHANNEL SHALL BE 3'-6" MIN. TO THE TOP OF THE PIPE. THE WATERLINE MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE FOLLOWING STANDARDS: AWWA: C104, C110, C111, C151, C153, C219, C509, C550, C600, AND C651. 8. PARALLEL WATER AND SEWER LINES SHALL MAINTAIN A 10 FEET SEPARATION. WHERE WATER AND SEWER LINES CROSS, A PARALLEL WATER AND SEWER LINES SHALL MAINTAIN A 10 FEET SEPARATION. WHERE WATER AND SEWER LINES CROSS, A SEPARATION OF 18 INCHES SHALL BE MAINTAINED. THE WATERLINE SHALL BE ENCASED WITHIN A PIPE A MINIMUM OF 20 FT. AND ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. MATERIALS 1. ALL 6 INCH WATERLINE IS PVC C-900, DR 18, 235 PSI AS SHOWN ON THE PLANS. ALL 6 INCH WATERLINE IS PVC C-900, DR 18, 235 PSI AS SHOWN ON THE PLANS. 2. ALL FITTINGS, VALVES, AND HYDRANTS SHALL BE DUCTILE IRON AND RESTRAINED. THE CONTRACTOR SHALL INCLUDE THE ALL FITTINGS, VALVES, AND HYDRANTS SHALL BE DUCTILE IRON AND RESTRAINED. THE CONTRACTOR SHALL INCLUDE THE COST OF THE FITTINGS IN PRICE OF EACH RESPECTIVE PIPELINE BID ITEM. 3. SERVICE LINES SHALL BE HDPE 200 PSI, UNLESS OTHERWISE NOTED.