SCO-25-29190-01A-Addendum # 2.pdf

BENTONVILLE BATTLEFIELD MAINTENANCE FACILITY

SCO ID# 25-29190-01A

NCDNCR

5466 Harper House Road Four Oaks, NC 27524

ADDENDUM NUMBER 2

RESPONSE TO QUESTIONS AND CLARIFICATIONS

August 19, 2026

Questions

1. The duration of 120 days will not allow for the current market lead times for procurement of metal buildings (~12-14 weeks after release). Please confirm that Construction NTP for 120 day duration will NOT be issued until after the metal building submittals have been approved and a projected delivery date provided by the manufacturer as discussed at the site visit.

Please see Addendum 1.

2. Please confirm no local permitting or inspections will be required since this is a State Construction Office project.

Confirmed.

3. Please clarify/confirm if Johnston County Water Department will make the tap and install the meter (i.e.

Contractor is not responsible for making tap or paying tap fee).

The Johnston County Water Department will make the tap and install the meter, and the owner will be responsible for paying the Johnston County Water Department.

4. During the site visit, it was identified there is a discrepancy between the limits of tree removal shown on Sheet C-102 and what is shown as the Limits of Disturbance on Sheet C-701 (approved erosion control plan).

Please provide updated Civil Drawings that reflect the true clearing limits and limits of disturbance:

Please see attached.

5. The duration of 120 days will not allow for the current market lead times for procurement of metal buildings (~12-14 weeks after release). Please confirm that Construction NTP for 120 day duration will NOT be issued until after the metal building submittals have been approved and a projected delivery date provided by the manufacturer as discussed at the site visit.

Please see Addendum 1.

6. Please clarify/confirm if Johnston County Water Department will make the tap and install the meter (i.e.

Contractor is not responsible for making tap or paying tap fee).

The Johnston County Water Department will make the tap and install the meter, and the owner will be responsible for paying the Johnston County Water Department.

7. Will new / revised drawings be issued in a forthcoming addendum incorporating the changes per RFI responses?

Yes, some drawings have been revised to illustrate revisions and are included.

8. Per responses provided with Addendum 1 RFI’s, it is our understanding Alternate #2 will be revised to reflect removal of the pad and replacement with concrete pad. Will this change be addressed in a future addendum in both the drawings and bid forms?

Yes, please see attached.

9. There was mention during the site visit that the MBE forms would be changing. Please clarify/confirm what, if any, changes to the bid documents are forthcoming via addendum.

The following documents are no longer required:

Identification of HUB Certified/ Minority Business Participation

State of North Carolina AFFIDAVIT A – Listing of Good Faith Efforts

State of North Carolina --AFFIDAVIT B-- Intent to Perform Contract with Own Workforce

State of North Carolina - AFFIDAVIT C - Portion of the Work to be Performed by HUB Certified/Minority Businesses

State of North Carolina AFFIDAVIT D – Good Faith Efforts

In addition, Appendix E MBE Documentation for Contract Payments is no longer required for payments.

10. The architectural drawings have various details indicating the exterior walls are to have an insulated metal panels, 6” Cold Formed Metal Stud Framing with blanket insulation, and in certain details Gypsum Wallboard or Metal Liner Panel as the interior finish. Per discussions during the site visit, there is no specification included for GWB, Metal Studs, and the drawings do not indicate where the metal liner panels are required (i.e. start/stop). Please clarify the following:

Do ALL exterior walls require CF Metal Stud Framing along the interior of the building?

Confirmed, all exterior walls to require Metal Stud Framing.

Do ALL exterior walls require GWB?

Provide manufacturers liner panels in lieu of gypsum at details 3/A500 & 4/A500. All exterior walls to be liner panel. No GWB in the project.

Do ALL exterior walls require metal liner panel?

Confirmed, all exterior walls to require metal liner panel.

Can the drawings be provided with a “typical wall detail legend” to indicate the makeup of walls if there are multiple types of walls (i.e. some with only metal liner panel, some with CF Metal Stud Framing/Insulation/GWB, etc.), or is it up to the bidders to determine varying wall type locations?

There are two wall types as detailed on 5/A201, 1-5/A500 (Exterior Wall) and 7/A500, G000 (Interior CMU Wall). 1/A101 shows location of CMU wall type 0M758.

11. The drawings do not indicate whether the CMU partition walls shown to be constructed along column lines B & D on Sheet A101 are to be full height to underside of roof purlins or stop level at a certain height above finished floor. Section 5 / A201 appears to indicate the walls are “level” but does not indicate height above finished floor. Please clarify.

CMU walls to stop at 18’-0” AFF.

12. There is no specification provided for the HVLS fans. Please provide a basis of design for the fans and indicate how many (if any) will be needed if the add alternate bay(s) are to be awarded.

The 2 HVLS fans are 10-ft gearless direct drive fans. We have also attached the cutsheet for the basis of design.

13. Are overhead doors (12x10) required for each alternate bay similar to openings 102/103A/104 in the Base Bid?

Yes.

14. Can an elevation view be provided similar to Detail 3/A201 indicating that all “additional bays” are to be fully enclosed?

We are confirming that additional bays are to be fully enclosed.

15. The roof finish schedule shown on Sheet A101 indicated all walls are to be painted”P1”. Detail 5/A500 indicated metal liner panels are to be installed adjacent to overhead doors which come “pre-painted” from the factory. Will the new metal liner panels require field painting?

No field painting is required for liner panels. Pre-painted factory finish is acceptable. CMU walls will require field paint as shown on A101.

16. The RFI#5 response provided in Addendum 1 indicates that the Base Bid is to include the full building slab inclusive of additional bays whether awarded or not.

Where the end wall of the building ‘crosses’ the slab, how do we “seal” this location if the floor slab is at the same elevation across the building? There would need to be some way to seal the bottom of the panels to prevent water infiltration at this location.

Provide manufacturer's standard waterproofing detail.

Clarifications

1. Duke Energy shall provide underground electrical connection from new pole mounted transformer to meter base. Meter base to be provided by E.C. refer to attached drawings (E001).

2. Use attached revised bid form.

SCO-Proposal Form 2013 1 of 4

F O R M OF P R O P O S A L

Bentonville Battlefield State Historic Site Contract:

North Carolina Department of Cultural Resources Bidder:

Date:

SCO ID# 25-29190-01A

The undersigned, as bidder, hereby declares that the only person or persons interested in this proposal as principal or principals is or are named herein and that no other person than herein mentioned has any interest in this proposal or in the contract to be entered into; that this proposal is made without connection with any other person, company or parties making a bid or proposal; and that it is in all respects fair and in good faith without collusion or fraud. The bidder further declares that he has examined the site of the work and the contract documents relative thereto and has read all special provisions furnished prior to the opening of bids; that he has satisfied himself relative to the work to be performed. The bidder further declares that he and his subcontractors have fully complied with NCGS 64, Article 2 in regards to E-Verification as required by Section 2.(c) of Session Law 2013-418, codified as N.C. Gen. Stat. § 143-129(j).

The Bidder proposes and agrees if this proposal is accepted to contract with the

State of North Carolina through the Department of Cultural Resources in the form of contract specified below, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete the construction of

Bentonville Battlefield State Historic Site Maintenance Facility Construction Documents in full in complete accordance with the plans, specifications, and contract documents, to the full and entire satisfaction of the State of North Carolina, and the

North Carolina Department of Cultural Resources and RVE, Inc.

with a definite understanding that no money will be allowed for extra work except as set forth in the General Conditions and the contract documents, for the sum of:

SINGLE PRIME CONTRACT:

Base Bid:

Dollars($)

Alternate 1A (see next page):

Alternate 1B (see next page):

Alternate 1C (see next page):

Dollars($)

Alternate 2 (see next page):

Dollars($)

Alternate 3 (see next page):

SCO-Proposal Form 2013 2 of 4

General Subcontractor:

Lic

Plumbing Subcontractor:

Lic

GS143-128(d) requires all single prime bidders to identify their subcontractors for the above subdivisions of work. A contractor whose bid is accepted shall not substitute any person as subcontractor in the place of the subcontractor listed in the original bid, except (i) if the listed subcontractor's bid is later determined by the contractor to be non-responsible or non-responsive or the listed subcontractor refuses to enter into a contract for the complete performance of the bid work, or (ii) with the approval of the awarding authority for good cause shown by the contractor.

The bidder further proposes and agrees hereby to commence work under this contract on a date to be specified in a written order of the designer and shall fully complete all work thereunder within the time specified in the Supplementary General Conditions Article 23. Applicable liquidated damages amount is also stated in the Supplementary General Conditions Article 23.

ALTERNATES:

Should any of the alternates as described in the contract documents be accepted, the amount written below shall be the amount to be "added to" or "deducted from" the base bid. (Strike out "Add" or "Deduct" as appropriate.)

1. Bid Alternate 1 A. Bid Alternate 1A: The addition of one additional bay to the structure for a total of seven (5) bays.

The additional bays will be similar minor maintenance bays as the base bid. This includes similar lighting, switches, and receptacles shown in the base bid. NOTE: this pricing covers one additional bay only.

B. Bid Alternate 1B: The addition of an additional bay to the structure for a total of seven (6) bays. The additional bays will be similar minor maintenance bays as the base bid. This includes similar lighting, switches, and receptacles shown in the base bid. NOTE: this pricing covers one additional bay only, 1B will not be selected without 1A, as well.

C. 1. Bid Alternate 1C: The addition of one additional bay to the structure for a total of seven (7) bays.

The additional bays will be similar minor maintenance bays as the base bid. This includes similar lighting, switches, and receptacles shown in the base bid. NOTE: this pricing covers one additional bay only, 1C will not be selected without 1A and 1 B, as well.

2. Bid Alternate 2: Remove existing concrete pad and replace with asphalt paving (using typical paving section from Addendum 1).

3. Bid Alternate 3: Provide mini-split heat pump system consisting of IDU-1, ODU-1, and all piping and accessories indicated on the drawings and specifications. Omit exhaust fan EF-1 and louver LV-1 and their wiring and accessories.

The bidder further proposes and agrees hereby to commence work under this contract on a date to be specified in a written order of the designer and shall fully complete all work thereunder within the time specified in the Supplementary General Conditions Article 23. Applicable liquidated damages amount is also stated in the Supplementary General Conditions Article 23.

SCO-Proposal Form 2013 3 of 4

MINORITY BUSINESS PARTICIPATION REQUIREMENTS

Provide with the bid - Under GS 143-128.2(c) the undersigned bidder shall identify on its bid (Identification of Minority Business Participation Form) the minority businesses that it will use on the project with the total dollar value of the bids that will be performed by the minority businesses. Also list the good faith efforts (Affidavit A) made to solicit minority participation in the bid effort.

NOTE: A contractor that performs all of the work with its own workforce may submit an Affidavit (B) to that effect in lieu of Affidavit (A) required above. The MB Participation Form must still be submitted even if there is zero participation.

After the bid opening - The Owner will consider all bids and alternates and determine the lowest responsible, responsive bidder. Upon notification of being the apparent low bidder, the bidder shall then file within 72 hours of the notification of being the apparent lowest bidder, the following:

An Affidavit (C) that includes a description of the portion of work to be executed by minority businesses, expressed as a percentage of the total contract price, which is equal to or more than the 10% goal established.

This affidavit shall give rise to the presumption that the bidder has made the required good faith effort and Affidavit D is not necessary;

* OR *

If less than the 10% goal, Affidavit (D) of its good faith effort to meet the goal shall be provided. The document must include evidence of all good faith efforts that were implemented, including any advertisements, solicitations and other specific actions demonstrating recruitment and selection of minority businesses for participation in the contract.

Note: Bidders must always submit with their bid the Identification of Minority Business Participation Form listing all MB contractors, vendors and suppliers that will be used. If there is no MB participation, then enter none or zero on the form. Affidavit A or Affidavit B, as applicable, also must be submitted with the bid. Failure to file a required affidavit or documentation with the bid or after being notified apparent low bidder is grounds for rejection of the bid.

SCO-Proposal Form 2013 4 of 4

Proposal Signature Page

The undersigned further agrees that in the case of failure on his part to execute the said contract and the bonds within ten (10) consecutive calendar days after being given written notice of the award of contract, the certified check, cash or bid bond accompanying this bid shall be paid into the funds of the owner's account set aside for the project, as liquidated damages for such failure; otherwise the certified check, cash or bid bond accompanying this proposal shall be returned to the undersigned.

Respectfully submitted this day of

(Name of firm or corporation making bid)

WITNESS: By:

Signature

Name:

(Proprietorship or Partnership) Print or type

Title______________ (Owner/Partner/Pres./V.Pres)

Address

ATTEST:

By: License No.

Title: Federal I.D. No.

(Corp. Sec. or Asst. Sec. only)

Email Address:

(CORPORATE SEAL)

Addendum received and used in computing bid:

Addendum No. 1 Addendum No. 3 Addendum No. 5 Addendum No. 6

Addendum No. 2 Addendum No. 4 Addendum No. 6 Addendum No. 7

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DIAMETER

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UP TO

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MECHANICAL

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ELECTRICAL

WARRANTY

VARIABLE-SPEED

WIRED/WIRELESS

WALL MOUNT

CONTROL

Technical Specifications

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© 2017 Delta T LLC dba Big Ass Fans. All rights reserved. | BAS-MKTG-37-ENG-01 REV. S | 10/16/24 Specifications subject to change without notice.

Technical Specifications Diameter

(A) Weight1 Max Speed

Input Power and Required Breaker Airfoil Clearances2 Sound at

Max Speed3

IP

Rating Max Operating Temperature Environment4

8 ft (2.4 m) 75 lb (34 kg) 158 RPM

110–125 VAC, 1 Φ, 50/60 Hz, 10 A

200–240 VAC, 1 Φ, 50/60 Hz, 10 A

2 ft (0.6 m) on sides

2 ft (0.6 m) below ceiling deck < 35 dBA IP43 -4°F to 131°F

(-20°C to 55°C)

Suitable for indoor or covered outdoor spaces

10 ft (3 m) 81 lb (37 kg) 107 RPM

12 ft (3.7 m) 88 lb (40 kg) 76 RPM

14 ft (4.3 m) 96 lb (44 kg) 56 RPM

Construction Features Airfoils Motor and Drive Certifications5 Mounting Accessories Colors

Eight anodized Mini- Ellipto airfoils with winglets (black or silver)

Gearless direct drive motor

Standard upper mount installs to bar joists

Optional kits allow for mounting to I-beams, solid beams, and purlins

LED Light

Wireless Wall Controller

Standard color options:

White motor housing with silver trim, airfoils, and winglets

Silver motor housing and airfoils with black trim and winglets

Stealth Black: Black motor housing, trim, airfoils, and winglets

Individualize your fan with one of our classic color upgrades, or work with our design consultants to create a shade that’s all your own.

Lead times may vary.

See full warranty for coverage information.

¹ Weight does not include mount or extension tube.

2 Suitable for ceilings as low as 12 ft (3.7 meters). Measure the distance from the tip of the winglet to the ceiling or major obstruction.

3 Fans are sound tested a maximum speed in a laboratory environment. Actual results in field conditions may vary due to sound reflecting surfaces and environmental conditions.

4 Damp-rated fans installed in covered outdoor locations must have fixed/permanent full overhead coverage extending at least 2 ft (0.6 m) out from the winglets on all sides. Not suitable for salt air environments.

5 Certifications listed here apply to the fan and do not include accessories.

Standard Color Options

A

31.8 in.

(808 mm)

7.5 in.

(191 mm)

Pictured with a 2 ft (610 mm) extension tubePictured with a 2 ft (610 mm) extension tube

Wired Wall ControllerWhite Motor Housing with Silver Trim

Silver Motor Housing with Black Trim

Control Options

Remote With Wall Mount (Optional)

LED Light (Optional)

See the Essence LED spec sheet for details.

1 2 3 4 5 6 - 0 0

4.76 in.

(121 mm)

2.87 in.

(73 mm)

UL Standard 507 and CSA Standard 22.2 No. 113

Stealth Black: Black Motor Housing with Black Trim

SLewis Rectangle

SLewis Rectangle

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

07/24/2026

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NC PROFESSIONAL ENGINEER LIC. No. 053340

PATRICK HARAMIJA

DATE:

07/24/2026 - 100% CDs

ISSUED FOR CONSTRUCTION

REMINGTON

& VERNICK

ENGINEERS II, LLC

WEB ADDRESS : RVE.COM

(919) 493-5277

LICENSE NO. F-1561

3211 SHANNON ROAD, SUITE 405

DURHAM, NC 27707

· Excellence Innovation Service·

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CARPORT

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CHAINLINK FENCE

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CONCRETE

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

07/24/2026

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NC PROFESSIONAL ENGINEER LIC. No. 053340

PATRICK HARAMIJA

DATE:

07/24/2026 - 100% CDs

ISSUED FOR CONSTRUCTION

REMINGTON

& VERNICK

ENGINEERS II, LLC

WEB ADDRESS : RVE.COM

(919) 493-5277

LICENSE NO. F-1561

3211 SHANNON ROAD, SUITE 405

DURHAM, NC 27707

· Excellence Innovation Service·

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APPROXIMATE LOCATION OF EXISTING TREELINE (TYP.)

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AutoCAD SHX Text 105.0'

AutoCAD SHX Text 120.0'

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PROPOSED 16' WIDE ACCESS GATE

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AutoCAD SHX Text 112.3'

AutoCAD SHX Text PROPOSED YARD HYDRANT (TYP. OF 3). INSTALL HYDRANT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

AutoCAD SHX Text 10.0'

AutoCAD SHX Text PROPOSED MAINTENANCE BUILDING GARAGE DOOR. (TYP.) SEE ARCHITECTURAL PLANS FOR DETAILS.

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PROPOSED CONCRETE BOLLARD (TYP.)

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AutoCAD SHX Text 66.8'

AutoCAD SHX Text 1.5'

AutoCAD SHX Text PROPOSED MAINTENANCE BUILDING CONCRETE FOUNDATION SLAB. SEE STRUCTURAL PLANS FOR DETAILS.

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text PROPOSED MAINTENANCE BUILDING TO INCLUDE FOUR (4) BAYS UNDER THE BASE BID. THREE (3) ADDITIONAL BAYS SHALL BE INCLUDED AS AN ALTERNATE BID ITEM. SEE ARCHITECTURAL PLANS FOR DETAILS.

AutoCAD SHX Text

ALTERNATE BID BAYS

AutoCAD SHX Text 120.0'

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SEAL

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N.C.P.C.S. NAD 1983

AutoCAD SHX Text NOTES: : 1. ALL WORK IS TO COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ALL WORK IS TO COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. ALL PLUMBING-RELATED WORK SHOWN OR IMPLIED ON THESE DRAWINGS ALL PLUMBING-RELATED WORK SHOWN OR IMPLIED ON THESE DRAWINGS SHALL BE IN ACCORDANCE WITH DIVISION 22 AND DIVISION 31 SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ALL PLUMBING-RELATED REQUIREMENTS, INCLUDING YARD HYDRANTS, PIPING, FITTINGS, VALVES, AND ASSOCIATED INSTALLATION DETAILS. PLUMBING PLANS ARE NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS.

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%%UPROPOSED SURFACE LEGEND

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CONCRETE

HOT-MIX ASPHALT PAVEMENT, FULL DEPTH

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

07/24/2026

NC4002L001

AS NOTED

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NC PROFESSIONAL ENGINEER LIC. No. 053340

PATRICK HARAMIJA

DATE:

07/24/2026 - 100% CDs

ISSUED FOR CONSTRUCTION

REMINGTON

& VERNICK

ENGINEERS II, LLC

WEB ADDRESS : RVE.COM

(919) 493-5277

LICENSE NO. F-1561

3211 SHANNON ROAD, SUITE 405

DURHAM, NC 27707

· Excellence Innovation Service·

SC

O

ID

: 2 5-

0-

A

0 50' 100'

1 INCH =

GRAPHIC SCALE

50 FT.

150'

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CARPORT

AutoCAD SHX Text 50'

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LIMIT OF DISTURBANCE ±42,523 SF ( 0.976 ACRES) SF (±0.976 ACRES) ACRES)

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SILT FENCE (TYP.)

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HARPER HOUSE ROAD

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SEAL

AutoCAD SHX Text 053340

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N.C.P.C.S. NAD 1983

AutoCAD SHX Text %%uSOIL EROSION & SEDIMENT CONTROL LEGEND

AutoCAD SHX Text

LIMIT OF DISTURBANCE (TYPICAL)

AutoCAD SHX Text

SILT FENCE (TYPICAL)

AutoCAD SHX Text

TREE PROTECTION (TYPICAL)

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STABILIZED CONSTRUCTION ENTRANCE (TYPICAL)

AutoCAD SHX Text

TEMPORARY SOIL STOCKPILE WITH SILT FENCE

NOTES: : 1. LIMIT OF DISTURBANCE SHOWN IS A VISUAL REPRESENTATION. LIMIT OF DISTURBANCE SHOWN IS A VISUAL REPRESENTATION. 2. GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS. ALL GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS. ALL EXTERIOR DISTURBED AREAS SHALL BE TOPSOILED (4" THICK), FERTILIZED AND SEEDED WITH A WINTER RYE/FESCUE MIX UNLESS OTHERWISE NOTED. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. 3. EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED PRIOR TO THE START OF EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED PRIOR TO THE START OF CLEARING, DEMOLITION, GRADING, AND/OR CONSTRUCTION. 4. AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 OR 14 DAYS MUST BE STABILIZED USING AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 OR 14 DAYS MUST BE STABILIZED USING MULCH, PLASTIC SHEETING, OR AN EROSION CONTROL BLANKET. AREAS THAT WILL BE UNWORKED FOR MORE THAN 14 DAYS MUST BE SEEDED, TACKED, AND MULCHED. 5. SOIL STOCKPILES MUST BE COVERED EXCEPT WHILE IN USE. MATERIAL TO COVER STOCKPILES IS TO SOIL STOCKPILES MUST BE COVERED EXCEPT WHILE IN USE. MATERIAL TO COVER STOCKPILES IS TO BE KEPT ON SITE.

PROPOSED 1.5"∅ WATER LINE

.6

1.3

1.9

NEW 1.5" CEMENT-MORTAR LINED DUCTILE

IRON PIPE (DIP) WATER SERVICE CONNECTION

TO EXISTING 6" PVC WATER LINE WITH

APPROVED TAPPING SADDLE AND

CORPORATION STOP. CONTRACTOR TO

PROVIDE REDUCER AS REQUIRED FOR PROPER

CONNECTION.

5'

HARPER HOUSE

ROAD

1. REFERENCE E-000

2. DUKE ENERGY SHALL PROVIDE UNDERGROUND ELECTRICAL

CONNECTION FROM NEW POLE MOUNTED TRANSFORMER TO METER

BASE. METER BASE TO BE PROVIDED BY E.C.

GENERAL NOTES

APPROXIMATE LOCATION OF EXISTING UTILITY POLE

OVERHEAD ELECTRICAL WIRE TO BE INSTALLED BY DUKE ENERGY PRIOR TO CONSTRUCTION

T

APPROXIMATE LOCATION OF PROPOSED ELECTRICAL LIFT POLE.

NEW TRANSFORMER

240V/120V 1PH 3W

UNDERGROUND ELECTRICAL

SERVICE LINE BY DUKE

UNDERGROUND BRANCH CIRCUIT TO BACKFLOW PREVENTER

REFER TO E600.

NEW MAINTENANCE BUILDING

BACK FLOW

PREVENTER HOT

BOX

~ENGINEERING EXCELLENCE~

3211 SHANNON ROAD SUITE 405

DURHAM, NC 27707

(919) 493-5277

WEB SITE ADDRESS: WWW.RVE.COM

LICENSE NO. F-1561

REMINGTON

& VERNICK

ENGINEERS II, LLC

DATE:

DRAWN BY: CHECKED BY:

JOB No.:

ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR

REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE

PROJECT OR ON ANY OTHER PROJECT. ANY REUSE

WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY

REMINGTON & VERNICK ENGINEERS AND AFFILIATES FOR

THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE

TO REMINGTON & VERNICK ENGINEERS AND AFFILIATES;

AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS

REMINGTON & VERNICK ENGINEERS AND AFFILIATES

FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES

ARISING OUT OF OR RESULTING THEREFROM.

P L A N S W H I C H D O N O T B E A R A N E M B O S S E D S E A L A R E N O T V A L I D .

SHEET No.:

SCALE:DESIGN BY:

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1" = 40'-0"

ELECTRICAL SITE