DODDRIDGE COUNTY COMMISSION DODDRIDGE COUNTY, WEST VIRGINIA

DODDRIDGE COUNTY ADMINISTRATIVE ANNEX

WEST UNION, WEST VIRGINIA THRASHER PROJECT #060-0981

ADDENDUM #3

NOVEMBER 13, 2020 Prospective Bidders: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated October 16, 2020. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. GENERAL / CLARIFICATIONS: 1. Doors 134A, 134B, 105, 112 &113 are all to be 60 minute Fire Rated Door Assemblies

w/ Self Closers. CHANGES TO SPECIFICATIONS: 1. Revised Spec Section 096513 is included with this Addendum. 2. Spec Section 230593 references duct leakage testing. If duct leakage testing is required,

please provide requirements. Not required. 3. Spec Section 230900, is Carrier an acceptable control vendor? No 4. Spec Section 235216, is Heat Transfer Products an acceptable boiler vendor? No. 5. Spec Section 283111, 2.1 Manufacturers; add Mircom. CHANGES TO DRAWINGS: 1. Drawings S103, S104, S500 and S600 are included with this Addendum. 2. C4.01 – Additional cut and fill depths for reference only. 3. C5.00 – Show all existing water lines & proposed relocated water service line. 4. 1.Reference drawing sheet M3.01 Pump Schedule P-1 and P-2, RPM shall be 1750. 5. Reference drawing sheet M3.04 Boiler Control Panel, omit points for (CO-1), (CO-2),

(CO-3) and (CO-4). 6. Reference drawing sheet E3.03 Notes, Note 5; shall read “RTU #1 and RTU #2 shown on

roof power plan will require duct smoke detectors in supply and return ducts.”

Addendum No. 3 November 13, 2020 Page 2 of 6

7. DRAWING E1.01

LIGHT FIXTURE SCHEDULE

Light type L95 should read Kenall Model No. SCT2-1-25L40K-2/2

Newstar shall be acceptable as equal for fixture

Add the following as equals

Type MFG Part FP3 Elite Lighting 24-FPL1-LED-4000L/5000L/6000L-DIM10-

MVOLT-35K-85/24-FPL1-LED-SMK FP7 Elite Lighting 14-FPL1-LED-2000L/3000L/4000L-DIM10-

MVOLT-35K-85/14-FPL1-LED-SMK

L3 Daybrite ** 2TG48L835-4-RA-12F-UNV-DIM L5 Daybrite ** 2TG33L835-4-RA-12F-UNV-DIM L10 Lightolier ** 6RN/P6RDL15835CCZ10U L12 Lightolier ** S7R835K10WZ10U L30 Daybrite ** FSS450L835-UNV-DIM L38 Daybrite ** FSS8100L835-UNV-DIM L40 Kenall MLHA5-48-F-MW-PP-45L35K-DCC-DVMS-LEL L42 Pinnacle EX3DI-A-HE-835-835-4'-WA-U-OL2-1-1ILW L44 Pinnacle EV4D-R-CL835800-XX-MTG-U-OL2-1-0-W L44E Pinnacle EV4D-R-CL835800-XX-MTG-U-OL2-1-IILW L75 Pinnacle L8DI-A70-835-8'-ACXX-U-OL2-1-0-W L85 Pathway C74SQL-W-20-3-N-?-30-N-?-DU-MW L87 Kenall MR13FFL-PP-MW-20L40K-DV L95 Kenall SCT-4-0/0-45L40K-DCC-DV-2/J-1

Addendum No. 3 November 13, 2020 Page 3 of 6

L99 Sternberg SH44-036"-1970LED-F-BF-6ARC45T5-MDL03-SV1/BKT R1 Evenlite PRWLED1MV X1 Evenlite RZR3-EM-R-1-BA-MTG-RC BIDDER QUESTIONS: Q1: In reference to the finish flooring specifications calling for specific RH and moisture

emission testing. There does not appear to be a method to mitigate any RH / moisture items that do not fall into the requirement. We assume if mitigation is required it will be handled as a change to the contract. Is this correct? If not please provide the procedure we are to follow for each flooring material that may require mitigation and the amount of area we are to include in the bid.

A1: Correct. If mitigation is required after testing it will be handled as a change to the contract.

Q2: In reference to Room 018 evidence lockers shown on plan A1.01 with a keynote pointing

to a dashed line indicating “MTL. FENCE” There are no details for this element. Please provide the gate type, lay-out dimensions of the fencing and how it is to be attached to the floor and/or ceiling. Absent this information we will assume this is by others.

A2: Fencing will be installed by the Owner. Q3: In reference to the wheelchair lift shown in room 201, there are no specifications for this

element provided, we assume this is by the Owner. Is this correct? If not please provide the necessary information to incorporate into the pricing.

A3: Provide a Genesis Opal or approved equal floor mounted straight through configuration with standard 49 3/8” X 51” platform with a 15”X2 ½” stationary surface ramp, w/ standard call stations w/ upper station mounted on the frame, and optional paint color to be determined.

Q4: Spec Section 230593 references duct leakage testing. If duct leakage testing is required,

please provide requirements. A4: Not required Q5: Spec Section 230900, is Carrier an acceptable control vendor? A5: No.

Addendum No. 3 November 13, 2020 Page 4 of 6

Q6: Spec Section 235216, is Heat Transfer Products an acceptable boiler vendor? A6: No. Q7: Do you have a one line drawing & notes for the TV trunk backbone from the building

entrance to the MDF & two IDF closets? A7: Provide coaxial cable from each TV to nearest data closet. Q8: Do you have the Digital Signage monitor located on the drawings? A8: Yes, in first floor lobby. Q9: There seems to be some confusion on if the Camera, Wireless AP & Door access system.

We do not see it spelled out that it will be “Provided by End User” Is this still the case? The contractor will pull wire, & terminate in rack, faceplate or pigtail for CCTV.

A9: The contractor will pull wire, & terminate in rack, faceplate or pigtail for CCTV. Q10: Should there be wire basket tray in the hallways to manage all this network cable? Use J-

hooks from tray to wall drop. A10: Yes, it is indicated on the plans. Use J-hooks from tray to wall drop. Q11: Parking lot CCTV. I do not see the parking lot cameras on the lighting site drawing. I do not see a conduit listed in the Pole Base detail. This conduit would need to be

dedicated to each pole. No daisy chaining from pole to pole. A11: Cameras are indicated on first two poles in parking lot. Provide 1” conduit for cameras. Q12: Need wallcovering and wall graphics specifications. A12: DRAWING 9/A4.04 &11/A4.04, SHEET A4.05 – ADD the following note; ‘WALL COVERING (WC) BASIS OF DESIGN INFO: MOMENTUM TEXTILES AND WALLCOVERING ABSOLUTE TOWER COLLECTION – T2-AL-21 DEEP INDIGO TYPE II W-101, 20 OZ., 100% VINYL ASTM E84 CLASS A HYPERLINK "https://www.memosamples.com/" www.memosamples.com/’ PROVIDE DRYWALL FINISH PER MFR’S RECOMMENDATIONS. SHEET A4.05 – ADD the following note; ‘WALL GRAPHIC BASIS OF DESIGN INFO: FULL-COLOR WALL MURAL GRAPHICS PRINTED ON 3M CONTROLTAC VINYL WITH ADHESIVE BACK RATED FOR HUMAN TOUCH EXPOSURE CONDITION

Addendum No. 3 November 13, 2020 Page 5 of 6

AND THREE YEAR PLUS INSTALLATION. GRAPHIC ART WORKS TO BE PROVIDED BY OWNER. PROVIDE DRYWALL FINISH PER MFR’S RECOMMENDATIONS. Q13: Need wallcovering located in Room 201 County Commission. A13: See A31 Q14: In painting spec 099123 page 5 item F. Spray textured ceilings. Where do these occur? A14: Not applicable. Q15: In painting spec 199123 page 5 section 3.5 exterior painting: a) EIFS cornice and trim molding. Where is this painting required? c) Hardi board. Where is this painting required? A15: a) Paint all EIFS cornice and trim molding shown on the drawings. Also refer to

Addendum #2, Q5/A5 for EIFS requirement and confirm with the EIFS manufacturer what the ideal painting system is for the product.

c) There is no Hardi-Board Q16: Will exposed ceilings in 012, 012.1, 025 require paint? A16: No. Q17: Pease confirm generator fuel type and kw as drawing and specs don’t match. A17: Generator is natural gas, 250kW. Q18: On the ATS the specs say 3p, solid-neutral strongly but drawing shows generator

grounded. Please confirm 3 or 4 pole. There was also a discrepancy saying a 2-year STD warranty is fine but also indicated possibly 5-year?

A18: ATS shall be 3-pole. And have a 5-year warranty. Q19: Does ATS need to be an open-transition or delayed-transition. A19: Open-transition. Q20: Spec’s do not say what product VT material is for stair wells & specs call for Stair Treads

& Risers, however finish schedule and stair plans don’t mention any product. A20: See Specification attached in this addendum.

Addendum No. 3 November 13, 2020 Page 6 of 6

Q21: In reference to the water closets for the project. The specification calls for wall hung on carriers, however there are no chase walls designed. We assume that floor mounted water closets are to be used. Is this correct?

A21: This is correct. WC-1 Equal to Kohler K-96053 and WC-1H Equal to Kohler k-96057. Q22: We assume that the DSN’s and storm overflow piping exist the building at the second

level. Is this correct? A22: This is correct. Downspout nozzels discharge high above 2nd floor ceiling. Q23: We assume the RTU’S do not require hose bibs. Is this correct? If not please provide

plumbing design for this element. A23: Required for RTU-1. See plan note C on sheet P2.03. Q24: There does not exist a specification for the washer box “WB” we assume that this is at

the contractor’s option. Is this correct? If not please provide a specification for this element.

A24: Provide washer box equal to GuyGray PC200. Q25: There is a blue painted line at the eastern side of the site adjacent to the west side of

Court Street that typically denotes an existing water line. The existing conditions plan and the utility plan do not indicate a water line at this location. We assume there is no water line in this area. Is this correct? If not, please provide updated plans showing the size and location of this potential existing water line.

A25: Please see attached revised plan sheet showing all potential existing waterlines. Also a new service line has been added to accommodate an existing resident being cut off by the road entrance. See drawing C5.00 attached in this addendum.

Q26: Documents indicate steel supplier to be AISC certified. That limits who we can buy from

in WV. Can AISC be removed? A26: No. The steel supplier AISC certification requirement is to remain for this project. THE THRASHER GROUP, INC.

Lee Gustafson Architect

Doddridge County Courthouse Annex REVISED: 060-0913 Addendum No. 3 November 13, 2020

RESILIENT BASE AND ACCESSORIES 096513 - 1

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Thermoset-rubber base. 2. Rubber stair accessories. 3. Rubber molding accessories. 4. Rubber floor tile.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Sustainable Design Submittals:

C. Samples: For each exposed product and for each color and texture specified.

PART 2 - PRODUCTS

2.1 THERMOSET-RUBBER BASE

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Flexco. 2. Johnsonite; a Tarkett company. 3. Roppe Corporation, USA.

B. Product Standard: ASTM F 1861, Type TS (rubber, vulcanized thermoset), Group I (solid, homogeneous).

1. Style and Location: a. Style B, Cove: Provide in areas with resilient floor coverings, carpet, or drywall to

concrete transitions.

C. Thickness: 0.125 inch (3.2 mm).

D. Height: 4 inches (102 mm).

E. Lengths: Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length.

F. Outside Corners: Job formed or preformed.

Doddridge County Courthouse Annex REVISED: 060-0913 Addendum No. 3 November 13, 2020

RESILIENT BASE AND ACCESSORIES 096513 - 2

G. Inside Corners: Job formed or preformed.

H. Colors: Match Johnsonite #47 Brown.

2.2 RUBBER STAIR ACCESSORIES

A. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency.

1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.

B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Flexco. 2. Johnsonite; a Tarkett company. 3. Roppe Corporation, USA.

C. Stair Treads: ASTM F 2169.

1. Type: TS (rubber, vulcanized thermoset). 2. Class: 2 (pattern; hammered texture). 3. Group: [1 (embedded abrasive strips)] [2 (with contrasting color for the visually

impaired)]. 4. Nosing Style: Square, adjustable to cover angles between 60 and 90 degrees. 5. Nosing Height: 2 inches (51 mm). 6. Thickness: 1/4 inch (6 mm) and tapered to back edge. 7. Size: Lengths and depths to fit each stair tread in one piece. 8. Integral Risers: Smooth, flat; in height that fully covers substrate.

D. Landing Tile: Nominal 18”x18” Rubber Tile, color & thickness to match treads; produced by same manufacturer as treads and recommended by manufacturer for installation with treads.

E. Locations: Provide rubber stair accessories in areas indicated.

F. Colors and Patterns: To be selected from manufacturer standard colors.

2.3 RUBBER MOLDING ACCESSORY (as needed for different floor type transitions)

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Roppe Corporation, USA.

B. Description: Rubber carpet edge for glue-down applications, nosing for carpet, nosing for resilient floor covering, reducer strip for resilient floor covering, transition strips.

C. Profile and Dimensions: As indicated or as required for a non-tripping and ADA compliant transition from one surface type to another.

Doddridge County Courthouse Annex REVISED: 060-0913 Addendum No. 3 November 13, 2020

RESILIENT BASE AND ACCESSORIES 096513 - 3

D. Locations: Provide rubber molding accessories in areas indicated.

E. Colors and Patterns: Match Johnsonite colors specified.

2.4 INSTALLATION MATERIALS

A. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based or blended hydraulic-cement-based formulation provided or approved by resilient-product manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by resilient-product manufacturer for resilient products and substrate conditions indicated.

C. Stair-Tread Nose Filler: Two-part epoxy compound recommended by resilient stair-tread manufacturer to fill nosing substrates that do not conform to tread contours.

D. Floor Polish: Provide protective, liquid floor-polish products recommended by resilient stair-tread manufacturer.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.

B. Concrete Substrates for Resilient Stair Accessories: Prepare horizontal surfaces according to ASTM F 710.

1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and

that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 9 pH.

4. Moisture Testing: Perform tests so that each test area does not exceed 200 sq. ft. (18.6 sq. m), and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas.

a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. (1.36 kg of water/92.9 sq. m) in 24 hours.

b. Relative Humidity Test: Using in-situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

Doddridge County Courthouse Annex REVISED: 060-0913 Addendum No. 3 November 13, 2020

RESILIENT BASE AND ACCESSORIES 096513 - 4

C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.

D. Do not install resilient products until materials are the same temperature as space where they are to be installed.

E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products.

3.2 RESILIENT BASE INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient base.

B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned.

D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

E. Do not stretch resilient base during installation.

F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.

G. Preformed Corners: Install preformed corners before installing straight pieces.

H. Job-Formed Corners:

1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches (76 mm) in length.

a. Form without producing discoloration (whitening) at bends.

2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches (76 mm) in length.

a. Miter or cope corners to minimize open joints.

3.3 RESILIENT ACCESSORY INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient accessories.

B. Resilient Stair Accessories:

1. Use stair-tread-nose filler to fill nosing substrates that do not conform to tread contours. 2. Tightly adhere to substrates throughout length of each piece.

Doddridge County Courthouse Annex REVISED: 060-0913 Addendum No. 3 November 13, 2020

RESILIENT BASE AND ACCESSORIES 096513 - 5

3. For treads installed as separate, equal-length units, install to produce a flush joint between units.

C. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor covering that would otherwise be exposed.

3.4 CLEANING AND PROTECTION

A. Comply with manufacturer's written instructions for cleaning and protecting resilient products.

B. Floor Polish: Remove soil, adhesive, and blemishes from resilient stair treads before applying liquid floor polish.

1. Apply one coat.

C. Cover resilient products subject to wear and foot traffic until Substantial Completion.

END OF SECTION 096513

1

S300

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( -0' - 5" )

15.0 kip

15.0 kip W14X22 (10)

( -0' - 5" )

15.0 kip

15.0 kip W14X22 (10)

( -0' - 5" )

15.0 kip

63.0

kip

W24X

68 (

59)

( -0

' - 5

" )

70.0

kip

12.0 kip W12X14 (8)

( -0' - 5" )

12.0 kip

14.0 kip W14X22 (12)

( -0' - 5" )

14.0 kip

14.0 kip W14X22 (12)

( -0' - 5" )

14.0 kip

14.0 kip W14X22 (12)

( -0' - 5" )

14.0 kip

14.0 kip W14X22 (12)

( -0' - 5" )

14.0 kip

W10X12 (7)

( -0' - 5" )

W10X12 (6)

( -0' - 5" )

W10X12 (6)

( -0' - 5" )

W10X12 (7)

( -0' - 5" )

30.0 kip W18X35

( -0' - 5" )

22.0 kip 42.0 kip

W24X55

( -0' - 5" )

23.0 kip

W12X53( -0' - 5" )

W12X14

( -0' - 5" )

20.0

kip

W16X

26

( -0

' - 5

" )

13.0

kip

4.0

kip

W12X

14 (

9)

( -0

' - 5

" )

W8X10

( -0' - 5" )

C12X

20.7

( -0

' - 5

" )

W8X10

( -0' - 5" )

L4X4X5/16

( -0' - 5" )

2.0 kipL4X4X5/16

( -0' - 5" )

1

S301

C.1

6.3

2

S301

4

S301

5

S301

AA

3.5

5.6

6

S301

7

S301

5' -

2 1

/2"

9

S301

8

S301 L6X3-1/2X3/8LLV

1

S302MWS8

MWS8

MWS8

MWS8

"FD1"

"FD1"

5' -

7 1

/4"

3' -

1"

2' -

5 5

/8"

5' - 2 3/4"4' - 0 5/8"

W8X10

( -0' - 5" )

W8X

10

( -0

' - 5

" )

W8X

10

( -0

' - 5

" )

W8X10

( -0' - 5" )

W8X10

( -0' - 5" )

E.O

.D.

0' -

5"

E.O

.D.

0' -

5"

E.O

.D.

0' -

5"

E.O.D.0' - 3"

4

S302

E.O.D.0' - 8 7/8"

E.O.D.0' - 2 3/4"

5.5

E.O.D.0' - 4"

7

S302

E.O

.D.

0' -

6"

E.O.D.0' - 6"

5

S302

8

S302

9

S302

1

S303

8

S303

2

S303

3

S303

5

S303

6

S303

S400

3

7

S502

TYP.

S504

2

S507

2TYP.

S507

2TYP.

S507

2TYP.

S507

2TYP.

4

S507

TYP.

4

S507

TYP.

8' -

3 3

/4"

6" NORMAL WEIGHT CONCRETE 4000 PSI,W/6x6-W4.0xW4.0 WWF

1' -

2"

1' -

0"

COMPACTED #57 STONE INFILLFOR STAIRS ONLY AFTERTIE IN OF FLOOR PER DETAIL

L6X3-1/2X3/8LLV

F4

F4

F4

-5' - 8"

-2' - 0"

-2' - 0"

#4 @ 9" O.C. BOTTOM

#3 @ 12" O.C. TOP

*

*

*

WF2

WF4

WF2 13

S508

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

W12X19

11

S303

4.1

4.1

H.1

H.1

W12X14

-0' - 5"

L4X4X1/45

S507

S502

7TYP.

L4X

4X

1/4

7

S504

W12X

16

-0' -

5"EXTEND

C12 THROUGHWALL

"FD1"

6' -

5 3

/4"

"RD1"

BEAR LINTELSIN BRICK VENEER

0' - 8 1/8"

3' - 10 3/4"

7' - 0 7/8"

1' - 0 3/8"

#4

@ 9

" O

.C.

TR

AN

SV

ER

SE

#3 @

12

" T

OP

TR

AN

SV

ER

SE

CJ

CJ

CJ

4

S303

10

S303

5' - 0"

6' -

0 3

/8"

6' -

0 3

/8"

5' -

1"

3' -

6 3

/4"

3' -

5"

23.0

kip

W16X

26 (

24)

-0' -

5"

23.0

kip

11.0

kip

W12X

19 (

9)

-0' -

5"

11.0

kip

STAIR AND MID LANDINGDESIGN BY STAIR FABRICATOR

W10X12 (7)

-0' - 5"

STAIR AND MID LANDINGDESIGN BY STAIR FABRICATOR

1' -

6"

W8X15

"FD1"

E.O

.D.

0' -

5"

W12X

19

-0' -

5"

MWE8

MWE8

MWE8

MWE8

9

S303

SEE ARCHITECTURAL DRAWINGSFOR STAIR DETAILS

4" NORMAL WEIGHT CONCRETE4000 PSI, 6x6, W4.0xW4.0 WWF

W8X

10

-0' -

5"

F4

-5' - 8"

1

SHEET No.

CAD

FIL

E:

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.

NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP, INC.

REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON WITHOUT PRIOR

WRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

PHONE(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940BRIDGEPORT, WV 26330

www.thrashereng.com (FAX) (304) 624-7831

11/1

3/20

20 1

:14:

16 P

M

C:\U

sers

\dav

e\D

ocum

ents

\Dod

drid

ge C

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nex

Stuc

tura

l_C

entra

l_da

ve@

alle

ghen

ydes

ign.

com

.rvt

1/8" = 1'-0"

10-16-2020

JMC

FOR BIDDING

S103

FIR

ST F

LOO

R

JMC 10-16-2020

Project Number

Doddridge Co. Courthouse Annex

West Union, WV

FIRST FLOOR

DRS 10-16-2020

DRS 10-16-2020

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (LEVEL 1) 2. "FD1" INDICATES 1.5" DEEP, 20 GA. G90 GALV COMP. DECK WITH 3.5" CONCRETE ABOVE FLUTES (5" TOTAL THICKNESS)

USE 36/4 DECK ATTACHMENT W/12" O.C. PERIMETER WITH HILTI EMP-2 FASTENERS. SIDE LAPS #10 TYPE 1 SCREWS 2 PER SPAN. REINFORCE WITH 6x6-W2.1xW2.1 WWF.

3. "RD1" INDICATES 1.5" DEEP 20 GA. G90 GALV. ROOF DECK. USE 36/4 DECK ATTACHMENT W/12" O.C. PERIMETER WITH HILTI EMP-2 FASTENERS. SIDE LAPS #10TYPE 1 SCREWS 2 PER SPAN

4. (#) INDICATES QUANTITY OF 3/4" DIA. x 4" LONG SHEAR STUDS PER BEAM.5. FOR BEAM REACTIONS NOT SHOWN, SEE GENERAL NOTES FOR MINIMUM END REACTION.6. (*) INDICATES ADD 200 PSI LEAN CONCRETE FILL DOWN TO ROCK UP TO BOTTOM OF FOOTING

PLAN

NORTH

SCALE: 1/8" = 1'-0"

LEVEL 1

FOUNDATION SCHEDULE

DESIGNATIONFOOTING SIZE (HEELxTOExDEPTH) or

(WxD)LONG. BOTTOM

REBARLONG. TOP

REBARTRANSV. BOTTOM

REBARTRANSV. TOP

REBAR COMMENTS

F4 4'-0"x4'-0"x1'-6" 6-#5 N/A 6-#5 N/A

F4A 4'-0"x4'-0"x4' 10-#5 N/A 10-#5 N/A

F5 5'-0"x5'-0"x1'-6" 5-#6 N/A 5-#6 N/A

F6 6'-0"x6'-0"x1'-6" 8-#5 N/A 8-#5 N/A

F7 7'-0"x7'-0"x2' 12-#5 N/A 12-#5 N/A

F8 8'-0"x8'-0"x2' 7-#7 N/A 7-#7 N/A

F9 9'-0"x9'-0"x2' 8-#7 N/A 8-#7 N/A

F10 10'-0"x7'-0"x3' 18-#6 18-#6 18-#6 18-#6

F11 11'-0"x11'-0"x4' 19-#7 19-#7 19-#7 19-#7

F12 12'-0"x8'-0"x4' 29-#6 29-#6 19-#6 19-#6

F13 13'-0"x7'-0"x3' 23-#6 23-#6 13-#6 13-#6

F14 18'-0"x12'-0"x4' 16-#8 16-#8 24-#8 24-#8

F15 15'-0"x10'-0"x4' 26-#7 26-#7 18-#7 18-#7

F16 18'-0"x13'-0"x4' 23-#7 23-#7 32-#7 32-#7

F18 18'-0"x18'-0"x4' 15-#10 15-#10 15-#10 15-#10

F22 22'-0"x9'-0"x4' 15-#8 15-#8 15-#8 15-#8

WF2 Bearing Footing -24" x 12" 2-#5 #4@12" O.C. HOOK TRANSVERSE BARS

WF3 Bearing Footing - 36" x 12" 3-#5 #4 @ 12" O.C. HOOK TRANSVERSE BARS

WF3A Bearing Footing - 36" x 24" 5-#5 5-#5 #4 @ 12" O.C. #4@12" O.C. HOOK TRANSVERSE BARS

WF4 Bearing Footing -24" x 18" 3-#5 #4@12" O.C. HOOK TRANSVERSE BARS

1 11-13-2020 ADDENDUM 3

1

S300

A

A

A.9

A.9

B

B

B.5

B.5

C

C

D

D

E

E

E.8

E.8

F

F

F.1

F.1

F.9

F.9

G

G

H.2

H.2

H

H

J

J

11

22

2.22.2

33

4

4

4.54.5

55

5.4

66

6.16.1

77

88

4.3

4.3

2.12.1

S200

1 Elevation 1 - a

S200

2 Elevation 2 - a

S200 3

Ele

vation 3

-a

S200

4 Elevation 4 - a

S200 5

Ele

vation 5

-a

S200

6 Elevation 6 - a

S2007

Ele

vation 7

-a

2

S300

5

S300

3

S300

4

S3009

' -

11

5/8

"

1

S301

6' - 5"

250 PSFRECORD STORAGE AREA

C.1

6.3

6' -

11

"

8' - 9"

0' - 0"

2

S301

3

S301

4

S301

5

S301

3.5

5.6

9

S301

1

S302MWS8

MWS8

MWS8

MWS8

"FD1"

"FD1"

5' -

7 1

/4"

3' -

1"

2' -

6 1

/4"

5' - 2 3/4"

4' - 0 5/8"

4

S302

5.5

7

S302

E.O

.D.

0' -

5"

E.O.D.0' - 3"

E.O.D.0' - 2 3/4"

E.O.D.1' - 4"

E.O

.D.

0' -

5 3

/4"

E.O

.D.

0' -

4 3

/4"

E.O.D.0' - 2"

5

S302

3

S302

6

S302

E.O

.D.

0' -

5"

MWS8

8

S302

9

S302

7.0

kip

W12X

16

( 3

' -

0"

)

7.0

kip

6

S303

37.0

kip

W18X

40 (

15)

12

' - 1

1"

38.0

kip

71.0

kip

W24X

76 (

52)

12

' - 1

1"

61.0

kip

23.0

kip

W18X

40 (

20)

12

' - 1

1"

23.0

kip

29.0

kip

W16X

31 (

24)

12

' - 1

1"

29.0

kip

60.0

kip

W24X

68 (

56)

12

' - 1

1"

61.0

kip

54.0

kip

W21X

44 (

29)

12

' - 1

1"

52.0

kip

42.0

kip

W18X

35 (

28)

12

' - 1

1"

42.0

kip

14.0 kip W12X14 (16)

12' - 11"

14.0 kip

15.0 kip W14X22 (9)

12' - 11"

15.0 kip68.0 kip W21X44

12' - 11"

20.0 kip18.0 kip W16X31 (38)

12' - 11"

20.0 kip18.0 kip W18X35 (28)

12' - 11"

18.0 kip

14.0 kip W12X19 (18)

12' - 11"

14.0 kip

14.0 kip W12X19 (14)

12' - 11"

14.0 kip

13.0 kip W12X19 (20)

12' - 11"

14.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

17.0 kip W18X35 (26)

12' - 11"

17.0 kip

W14X

22

12

' - 4

"

11.0

kip

W14X

22

12

' - 4

"

11.0

kip

36.0

kip

W18X

40 (

18)

12

' - 1

1"

36.0

kip

W8X10

12' - 4"

26.0

kip

W18X

35 (

28)

12

' - 1

1"

26.0

kip

13.0

kipW

12X

19 (

8)

12

' - 1

1"

13.0

kip

35.0

kip

W18X

35 (

18)

12

' - 1

1"

29.0

kip

69.0

kip

W24X

68 (

58)

12

' - 1

1"

64.0

kip

W8X10

12' - 11"

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

33.0

kip

W24X

55 (

14)

12

' - 1

1"

33.0

kip

42.0

kip

W18X

40 (

40)

12

' - 1

1"

42.0

kip

63.0

kip

W24X

68 (

59)

12

' - 1

1"

70.0

kip

24.0

kip

W12X

22 (

22)

12

' - 1

1"

24.0

kip

64.0

kip

W24X

68 (

56)

12

' - 1

1"

71.0

kip

20.0

kip

W12X

22 (

13)

12

' - 1

1"

20.0

kip

W8X10

12' - 4"

12.0 kip W12X14 (8)

12' - 11"

12.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip 14.0 kip W12X19 (18)

12' - 11"

14.0 kip

14.0 kip W12X19 (18)

12' - 11"

14.0 kip

14.0 kip W12X19 (18)

12' - 11"

14.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W12X19 (24)

12' - 11"

15.0 kip

15.0 kip W12X19 (24)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

14.0 kip W12X19 (20)

12' - 11"

14.0 kip

14.0 kip W12X19 (20)

12' - 11"

14.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (14)

12' - 11"

14.0 kip

14.0 kip W12X19 (24)

12' - 11"

18.0 kip

13.0 kip W12X19 (13)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

12.0 kip W12X14 (10)

12' - 11"

12.0 kip

12.0 kip W12X14 (10)

12' - 11"

12.0 kip

12.0 kip W12X14 (10)

12' - 11"

12.0 kip

12.0 kip W12X14 (10)

12' - 11"

12.0 kip

16.0 kip W12X14 (10)

12' - 11"

13.0 kip

12.0 kip W12X14 (10)

12' - 11"

12.0 kip

16.0 kip W12X14 (10)

12' - 11"

13.0 kip

11.0 kip W12X14 (8)

12' - 11"

11.0 kip

11.0 kip W12X14 (8)

12' - 11"

11.0 kip

14.0 kip W14X22 (14)

12' - 11"

14.0 kip

14.0 kip W14X22 (14)

12' - 11"

14.0 kip

14.0 kip W12X14 (16)

12' - 11"

12.0 kip

16.0 kip W12X14 (8)

12' - 11"

13.0 kip

16.0 kip W12X14 (16)

12' - 11"

13.0 kip

W8X10

12' - 4"

W8X10

12' - 4"

W8X10

12' - 4"

W8X10

12' - 4"

W8X10

12' - 4"

26.0

kip

W14X

22 (

23)

12

' - 1

1"

25.0

kip

12.0 kip W12X14 (16)

12' - 11"

12.0 kip

14.0 kip W14X22 (12)

12' - 11"

14.0 kip

14.0 kip W14X22 (12)

12' - 11"

14.0 kip

14.0 kip W14X22 (12)

12' - 11"

14.0 kip

14.0 kip W14X22 (12)

12' - 11"

14.0 kip

34.0 kip W18X40 (12)

12' - 11"

27.0 kip 46.0 kipW24X55

12' - 11"

27.0 kip12.0 kip W12X14 (8)

12' - 11"

12.0 kip15.0 kip W12X22 (20)

12' - 11"

15.0 kip 12.0 kip W12X14 (10)

12' - 11"

12.0 kip 14.0 kip W12X16 (28)

12' - 11"

14.0 kip

16.0 kip

W12X2212' - 11"

12.0 kip

W12X14

12' - 11"

20.0

kip

W16X

26

12

' - 1

1"

13.0

kip

4.0

kip

W12X

14

12

' - 1

1"

W8X10

12' - 11"

C10X

15.3

12

' - 1

1"

W8X10

12' - 11"

L4X4X5/16

12' - 11"

41.0

kip

W18X

40 (

30)

12

' - 1

1"

41.0

kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip 15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W12X19 (10)

12' - 11"

15.0 kip

15.0 kip W12X19 (10)

12' - 11"

15.0 kip

17.0 kip W14X22 (10)

12' - 11"

17.0 kip

17.0 kip W14X22 (10)

12' - 11"

17.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

13.0 kip W12X19 (10)

12' - 11"

13.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

15.0 kip W14X22 (10)

12' - 11"

15.0 kip

L4X4X5/16

12' - 11"

L4X4X5/16

12' - 11"

12.0 kip W8X10

12' - 11"

12.0 kip

W8X

10

12

' - 1

1"

W8X

10

12

' - 1

1"

W8X10

12' - 11"

1.0 kipW8X10

12' - 11"

11.0 kip

L6X3-1/2X3/8 LLV12' - 6"

11.0 kip

11.0

kip

L6X

3-1

/2X

3/8

LLV

12

' - 6

"11.0

kip

11.0

kip

L6X

3-1

/2X

3/8

LLV

12

' - 6

"

11.0

kip

11.0

kip

L6X

3-1

/2X

3/8

LLV

12

' - 1

0"

11.0

kip

11.0 kip L6X3-1/2X3/8 LLV 12' - 6" 11.0 kip

L6X3-1/2X3/8 LLV12' - 6"

11.0

kip

L6X

3-1

/2X

3/8

LLV

12

' - 6

"

W8X10 12' - 4"

19.0 kip W18X35 (10)

12' - 11"

19.0 kip17.0 kip W16X26 (40)

12' - 11"

17.0 kip

* * * * * * * * * * * *

TYP

3' - 9"*

*

*

*

30.0

kip

W21X

44 (

22)

12

' - 1

1"

35.0

kip

S400

1

*

*

*

*

*

*

**

*

*

*

*

*

TYP

4' - 0"

W10x12

W10x12 W10x12

* * * * * * * * * *

W10x12

* * * * * * * * * * ** * * * * * * *

** * * * * * * *

W10x12 W10x12 W10x12 W10x12 W10x12

W8X10

16' - 4"

W8X10

16' - 4"

W8X10

16' - 4"

W8X1816' - 4"

W8X10 16' - 4"

0' -

4 3

/4"

S507

2TYP.

S507

2TYP.

S507

2TYP.

S507

2TYP.

4

S507

TYP.

4

S507

TYP.

S503

11

6

S507

13

S508

EQ EQ EQ EQ EQ EQ 2' - 6 3/8" EQ EQ EQ EQ EQ

2' - 0 3/4"

1' - 11 1/4"

EQ EQ EQ EQ EQ

2' - 6 3/8"1' - 5 5/8"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 4' - 9"

EQ EQ EQ EQ EQ 4' - 7 1/8"

EQ EQ EQ EQ EQ 4' - 5 5/8"

3' - 9" EQ EQ EQ EQ 3' - 1 1/2"

0' - 10 1/2"

EQ EQ EQ EQ EQ EQ

0' - 10"

EQ

EQ

EQ

EQ

4' -

2"

6' -

1 1

/8"

6' -

1 1

/8"

5' -

7 1

/4"

6' -

0 1

/2"

6' -

0"

4' -

9 3

/8"

5' -

7 1

/4"

5' -

5 1

/2"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

9' -

0 3

/4"

EQ

EQ

EQ

W12X19

11

S303

4.1

4.1

L4X4X1/4

W12X14

12' - 11"

W12X

16

12

' - 1

1"

W8X10

12' - 11"

S502

8TYP.

4

S303

10

S303

12' - 7"

6' -

6 1

/8"

5' -

1 3

/4"

3' -

6"

3' -

6"

2' -

3"

W8X10 (6)

12' - 11"

W8X10 (6)

12' - 11"

W12X19 (10)

12' - 11"

W8X

10

12

' - 1

1"

STAIR AND MID LANDINGDESIGN BY STAIR FABRICATOR

STAIR AND MID LANDINGDESIGN BY STAIR FABRICATOR

L6X3-1/2X3/8LLV

3/8" GUSSET OFF COLUMNAND WELD L6 TO IT

E.O

.D.

0' -

2"

9

S504

TYP.

3

S503

TYP.

3

S503

TYP.

3

S503

TYP.

W14X

22

16

' - 4

"

W12X

19

12

' - 1

1"

MWE8

MWE8

MWE8MWE8

9

S303

L6X

3-1

/2X

3/8

LLV

1

1

SHEET No.

CAD

FIL

E:

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.

NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP, INC.

REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON WITHOUT PRIOR

WRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

PHONE(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940BRIDGEPORT, WV 26330

www.thrashereng.com (FAX) (304) 624-7831

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1/8" = 1'-0"

10-16-2020

JMC

FOR BIDDING

S104

SEC

ON

D F

LOO

R

JMC 10-16-2020

Project Number

Doddridge Co. Courthouse Annex

West Union, WV

SECOND FLOOR

DRS 10-16-2020

DRS 10-16-2020

SCALE: 1/8" = 1'-0"S104

1 LEVEL 2

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (LEVEL 1) 2. "FD1" INDICATES 1.5" DEEP, 20 GA. G90 GALV COMP. DECK WITH 3.5" CONCRETE ABOVE FLUTES (5" TOTAL THICKNESS)

USE 36/4 DECK ATTACHMENT W/12" O.C. PERIMETER WITH HILTI EMP-2 FASTENERS. SIDE LAPS #10 TYPE 1 SCREWS 2 PER SPAN. REINFORCE WITH 6x6-W2.1xW2.1 WWF.

3. (#) INDICATES QUANTITY OF 3/4" DIA. x 4" LONG SHEAR STUDS PER BEAM.4. FOR BEAM REACTIONS NOT SHOWN, SEE GENERAL NOTES FOR MINIMUM END REACTION.5. (*) INDICATES FULL DEPTH SHEAR CONNECTION, SEE DETAIL 6 ON S502

1 11-13-2020 ADDENDUM 3

VAPOR BARRIER COMPACTED GRANULARSUB-BASE

#4x2'-0" LONG@ 12" O.C.

0.3

3T

TT

PE

R G

EO

TE

CH

RE

CO

MM

.

VAPOR BARRIER COMPACTEDGRANULARSUB-BASE

SAWCUT OR INSERTPREMOLDED STRIP DURINGPOUR FILL WITH JOINT SEALANT

1/4

"T

T0' -

2"

PE

R G

EO

TE

CH

RE

CO

M.

xxx

JOINT SEALANT ONPREMOLDED EXP.JOINT FILLER

COMPACTEDGRANULARSUB-BASE

VAPOR BARRIER

T

PE

R G

EO

TE

CH

RE

CO

M.

0' - 0 1/2"

x x x x x x

FOUNDATIONWALL

3/4" DIA. PLAIN BAR x 2'-0"@12" O.C. SLEEVE OR GREASEOPPOSITE END AS SHOWN

W.W.F.

EDGE OF SLABSEE PLAN

1' - 0"

T

0' -

8"

FOOTING LONG.REINFORCING

BENT CORNER BARAT EA. LONGITUDINAL BAR,MATCH LONGITUDINAL BAR SIZE

x x x x x x x x x x

W

4"

6"

8"

R

2 - #5 CONT.

10"

12"

2 - #5 CONT.

2 - #5 CONT.

3 - #5 CONT.

3 - #5 CONT.

NON-LOAD BEARINGMASONRY WALL, REFER TO ARCH DRAWINGS FOR ALLNON LOAD BEARING CMU WALLS

1

1

R

2W

12

"-T

T

CONTROL JOINT

CONTROL JOINT

WALL REINFORCING (SEE PLAN)

4-BAR 8-BAR 12-BAR10-BAR

CROSS TIESVERT REINF

TIES

PIER FOOTPRINT

PIER FOOTPRINT

EXTEND HORIZWALL REINF INTO PIER

CONT HORIZ WALL REINFTHRU PIER. OMIT VERT WALLREINF WITHIN PIER FOOTPRINT

EQ EQ

EQ

EQ

EQ EQE

QE

Q

EQ EQ

EQ

EQ

EQ

EQ

EQEQCROSS TIES

VERT REINF

TIES

CROSS TIESVERT REINF

TIES

CROSS TIES

VERT REINF

TIES

NOTES:1. PROVIDE 135 DEGREE HOOKS AT TIES.2. PROVIDE 135 DEGREE AND 90 DEGREE HOOKS AT CROSS TIES.3. ALTERNATE HOOK LOCATIONS AT CONSECUTIVE TIES.

CONC FILL

SOG AND SUB BASE - SEEPLAN AND TYP SOG DETAIL

1/2" ISOLATION JT (TYP)

STEEL COL - SEE SCHEDULE

CONC PIER - SEEPLAN AND SCHEDULE

DOWELS W/ STDHOOKS MATCHINGVERT PIER REINF

NOTES:1. T = FOOTING THICKNESS - SEE FOOTING SCHEDULE.2. S = PIER TIE SPACING - SEE PIER SCHEDULE.3. EVENLY SPACE FOOTING REINFORCEMENT.

FTG - SEE PLANAND SCHEDULE

ANCHOR RODS, ASTM F1554(4) 1"ø x 12"IMBED

UNDISTURBED SOILS ORENGINEERED FILL

ENGINEERED FILL

T/SLAB

SEE PLAN

T/PIER

SEE PLAN

T/FTG

SEE PLAN

COL FTG AND PIER

SP

LIC

E

TE

NS

ION

LA

P

S

S/2

T

1

SEE SPECIFIC WALL SECTIONSFOR FURTHER INFORMATION

WALL FOOTING W/ ADDL3-#5 IN BOT/FTG EXTENDED1'-6" PAST ENCASEMENT

GRADE

NOTES:1. DO NOT PLACE PIPE TRENCH BELOW COLUMN FOOTINGS.2. DO NOT PLACE PIPE TRENCH BELOW WALL FOOTINGS IF PIPE RUNS PARALLEL WITH WALL.3. NO PIPES WITHIN FTG DEPTH. STEP FTG DOWN BELOW PIPE IF ELEVATION CONFLICT.4. SLEEVES TO BE 1" CLEAR AROUND PIPE. WRAP PIPE W/ COMPRESSIBLE MATERIAL.5. PLACE CONCRETE FILL AROUND SLEEVE PRIOR TO POURING FOUNDATION.6. DIMENSIONS NOTED ARE MINIMUM. IF DIMENSIONS CONFLICT WITH DIMENSIONS GIVEN

ELSEWHERE, COMPLY WITH MORE STRINGENT REQUIREMENT.

PIPE

NOTE 4 NOTE 5

PIPE

SECTION A-A

A-A

MIN6"

MIN4"

"H"

MIN

"H"

MIN

"H"

NO

TE

3

MIN

6"

WATERSTOP (ENTIREPERIMETER)

#5@12" EW T AND B

1

1

#4@12" EW EF (TYP)

SUMP AS REQUIREDCOORDINATE LOCATION AND DIMENSIONS W/ ELEVATOR MFR AND PLUMBING DWGS

CMU SHAFT ELEVATOR DOOR OPNG

SEE NOTE 1SEE NOTE 2

NOTES:1. 1/2-INCH ISOLATION JOINT TYPICAL EXCEPT AT DOORWAY.2. STEEL SHAPE FOR SUBSILLS TO BE COORDINATED W/ APPROVED ELEVATOR MANUFACTURER.3. #4@12"x2'-0" DRILLED AND GROUTED 4 INCHES INTO CONCRETE WALL AT DOOR OPENINGS.

THICKNESSMATCH SHAFT

8"

SP

LIC

E

TE

NS

ION

SEE PLAN

1'-0

"S

EE

PLA

N

4"

1'-0"

1'-0" 6"1'-0"6"

1'-0

"1

'-6

"

DOWELS TO MATCH VERT REINF

4"

SOG

4"

NOTE 3

1'-8"

xx x xx x x xxx

ELEVATION

T/CONCRETESLAB-ON-GRADEEL. SEE PLAN

CL. COL.

CONCRETECOLUMN OR PIER

ISOLATIONJOINT

CONTROLJOINT

FOUNDATIONWALL

CONCRETECOLUMN OR PIER

ISOLATIONJOINT

CONTROLJOINTS

1/4" EXP. JT. FILLERw/ SEALANT @ TOP

COLUMN

NOTE:PLACE CONC. AROUNDCOLUMN AFTER SLABHAS BEEN CONSTRUCTED

CL COL.

CL COL.

CL C

OL.

CL C

OL.

PLAN VIEW ATINTERIOR COLUMN

PLAN VIEW ATEXTERIOR COLUMN

45.0

0°

MIN

IMUM

0' - 2"

SHEET No.

CAD

FIL

E:

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.

NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP, INC.

REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON WITHOUT PRIOR

WRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

PHONE(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940BRIDGEPORT, WV 26330

www.thrashereng.com (FAX) (304) 624-7831

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As indicated

10-16-2020

JMC

FOR BIDDING

S500

FOU

ND

ATIO

N D

ETAI

LS

JMC 10-16-2020

Project Number

Doddridge Co. Courthouse Annex

West Union, WV

FOUNDATION DETAILS

DRS 10-16-2020

DRS 10-16-2020

SCALE: 3/4" = 1'-0"S500

6 TYPICAL CONSTRUCTION JOINT DETAILSCALE: 3/4" = 1'-0"S500

7 TYPICAL CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"S500

8 TYPICAL ISOLATION JOINT DETAILSCALE: 3/4" = 1'-0"S500

10 TYPICAL SLAB-ON-GRADE ENTRY DETAILSCALE: 3/4" = 1'-0"S500

9 TYPICAL WALL FOOTING CORNER DETAIL

SCALE: 3/4" = 1'-0"S500

4

TYPICAL THICKENED CONCRETE SLAB-ON-GRADE UNDERALL NON-LOAD BEARING CMU WALLS

SCALE: 1/2" = 1'-0"S500

1 TYPICAL PIER DETAILSSCALE: 1/2" = 1'-0"S500

2 TYPICAL COLUMN FOOTING WITH PIERSCALE: 1/2" = 1'-0"S500

3 TYPICAL PIPE PENETRATION DETAIL

SCALE: 1/2" = 1'-0"S500

5 TYPICAL ELEVATOR PIT DETAIL

SCALE: 3/4" = 1'-0"S500

11

TYPICAL SLAB-ON-GRADE ISOLATION JOINT AT COLUMNDETAIL

1 11-13-2020 ADDENDUM 3

FOUNDATION LEVEL FOUNDATION LEVEL

-16' - 0" -16' - 0"

GROUND FLOOR LEVEL GROUND FLOOR LEVEL

-14' - 0" -14' - 0"

LEVEL 1 LEVEL 1

0' - 0" 0' - 0"

LEVEL 2 LEVEL 2

13' - 4" 13' - 4"

ROOF LEVEL ROOF LEVEL

26' - 8" 26' - 8"

STAIR ROOF STAIR ROOF

34' - 8" 34' - 8"

Column Locations

A-1, A-3, A-5, A.9-1,B-6, B.5-1, E-1,

E.8-1, F.1-1, G-1B-3, F-7 B-5 C-1 C-4, F-4 C-6 C.1-6.3 D-6

D-7, D-8, F-8, G-6,G-8

E-2.1 E-3, E-4.3, F-6.1 E-4 F-6 F.9-2 F.9-4 F.9-4.5 F.9-5.4 G-5.4 G-7 H-2.2 H.1-4.1

FOUNDATION LEVEL FOUNDATION LEVEL

-16' - 0" -16' - 0"

GROUND FLOOR LEVEL GROUND FLOOR LEVEL

-14' - 0" -14' - 0"

LEVEL 1 LEVEL 1

0' - 0" 0' - 0"

LEVEL 2 LEVEL 2

13' - 4" 13' - 4"

ROOF LEVEL ROOF LEVEL

26' - 8" 26' - 8"

STAIR ROOF STAIR ROOF

34' - 8" 34' - 8"

Column Locations

H.2-2 J-5.5, J-6 J-7, J-8 AA-3.5, AA-5.6

W10X

33

W10X

45

W10X

45

W10X

39

W10X

54

W10X

45

W10X

49

W10X

33

W10X

33

W10X

49

W10X

54

W10X

33

W10X

39

W10X

33

W10X

39

W10X

33

W10X

33

W10X

33

W10X

33

W10X

33

W8X

24

T/COLUMN = 12' - 11"

T/COLUMN = 16' - 4"

T/PIER = -14' - 8"T/PIER = -14' - 8" T/PIER = -14' - 8"

T/PIER = -14' - 8" T/PIER = -14' - 8"T/PIER = -14' - 8"

T/PIER = -0' - 8"

T/PIER = -0' - 5"

HS

S6X

6X

3/1

6

HS

S6X

6X

3/1

6

T/COLUMN = 12' - 11"

T/COLUMN = 12' - 4"

T/COLUMN = -0' - 5"

P24

W10X

33

P18

-0' - 5"

T/PIER = -14' - 8"

T/PIER = -0' - 8"

T/PIER = 0' - 0"

-2' - 0"

-5' - 8"

-15' - 0"-16' - 5"

-16' - 5" -17' - 0"-17' - 0" -17' - 0"

-19' - 0"

-16' - 5"-14' - 8" -14' - 8" -14' - 8"

-14' - 8"-14' - 8"

-14' - 8"

T/PIER = -14' - 8" T/PIER = -14' - 8" T/PIER = -14' - 8"T/PIER = -14' - 8"

T/COLUMN = 26' - 6 1/2"T/COLUMN = 26' - 6 1/2"

26' - 6 1/2"

T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2"T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2" T/COLUMN = 26' - 6 1/2"T/COLUMN = 26' - 6 1/2"

W10X

33

T/COLUMN = 11' - 11"

P18

P24

P24

P24

P24 P24 P24 P24 P24 P24 P24 P24P24

P24

T/PIER = -2' - 0"

T/COLUMN = 12' - 11"T/COLUMN = 12' - 11"

12' - 11"

SHEET No.

CAD

FIL

E:

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.

NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP, INC.

REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON WITHOUT PRIOR

WRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

PHONE(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940BRIDGEPORT, WV 26330

www.thrashereng.com (FAX) (304) 624-7831

11/1

3/20

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ydes

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com

.rvt

1/8" = 1'-0"

10-16-2020

JMC

FOR BIDDING

S600

SCH

EDU

LES

JMC 10-16-2020

Project Number

Doddridge Co. Courthouse Annex

West Union, WV

SCHEDULES

DRS 10-16-2020

DRS 10-16-2020

SCALE: 1/8" = 1'-0"

Graphical Column Schedule

CONCRETE PIER SCHEDULE

DESIGNATION D(in.)xW(in.)VERTICAL

REBARREBAR

TIES COMMENTS

P18 18x18 (8)-#6 #3 @ 10" O.C.

P24 24x24 (8)-#8 #3 @ 10" O.C.

FOUNDATION SCHEDULE

DESIGNATIONFOOTING SIZE (HEELxTOExDEPTH) or

(WxD)LONG. BOTTOM

REBARLONG. TOP

REBARTRANSV. BOTTOM

REBARTRANSV. TOP

REBAR COMMENTS

F4 4'-0"x4'-0"x1'-6" 6-#5 N/A 6-#5 N/A

F4A 4'-0"x4'-0"x4' 10-#5 N/A 10-#5 N/A

F5 5'-0"x5'-0"x1'-6" 5-#6 N/A 5-#6 N/A

F6 6'-0"x6'-0"x1'-6" 8-#5 N/A 8-#5 N/A

F7 7'-0"x7'-0"x2' 12-#5 N/A 12-#5 N/A

F8 8'-0"x8'-0"x2' 7-#7 N/A 7-#7 N/A

F9 9'-0"x9'-0"x2' 8-#7 N/A 8-#7 N/A

F10 10'-0"x7'-0"x3' 18-#6 18-#6 18-#6 18-#6

F11 11'-0"x11'-0"x4' 19-#7 19-#7 19-#7 19-#7

F12 12'-0"x8'-0"x4' 29-#6 29-#6 19-#6 19-#6

F13 13'-0"x7'-0"x3' 23-#6 23-#6 13-#6 13-#6

F14 18'-0"x12'-0"x4' 16-#8 16-#8 24-#8 24-#8

F15 15'-0"x10'-0"x4' 26-#7 26-#7 18-#7 18-#7

F16 18'-0"x13'-0"x4' 23-#7 23-#7 32-#7 32-#7

F18 18'-0"x18'-0"x4' 15-#10 15-#10 15-#10 15-#10

F22 22'-0"x9'-0"x4' 15-#8 15-#8 15-#8 15-#8

WF2 Bearing Footing -24" x 12" 2-#5 #4@12" O.C. HOOK TRANSVERSE BARS

WF3 Bearing Footing - 36" x 12" 3-#5 #4 @ 12" O.C. HOOK TRANSVERSE BARS

WF3A Bearing Footing - 36" x 24" 5-#5 5-#5 #4 @ 12" O.C. #4@12" O.C. HOOK TRANSVERSE BARS

WF4 Bearing Footing -24" x 18" 3-#5 #4@12" O.C. HOOK TRANSVERSE BARS

NOTES:1. ALL PIERS SHALL BE P24 U.N.O.

1 11-13-2020 ADDENDUM 3

1

1

1

1

1

1

0+001+00

1+38.40

120

CHURCH

CANOPY

RESIDENTIALHOUSE

RESIDENTIALHOUSE

RESIDENTIALHOUSE RESIDENTIAL

HOUSE COUNTYADMINHOUSE

COURTHOUSE

MUSEUM

TRAILER

250251

252 253 254 255256 257 258

259

260

263264

265

266

267

268

269

270

271

272

273274275276

277

278279280

281282 283

284285

286

287

288

289290

291

100

101

102

103

104105

106

107

108

109110111

112

113

114115

116117 118

119

200

201202203

204205

206207208

209210

211

212

213

214215

216

217 218 219

220

221

222

223224

225226

227

228

229230

231

232

233

234

235

236

237

238

244249

248

247

246

245

243

242

261

262

239

240241

300 301

302

305

306 307308

309310

311

312

313

314

315

316

317

303

304

318

319320

321322

323

324

325

326

400

401

402

403

404

405406

407

408

409

410

411

412

413 414 415

PROPOSED SMART FENCE (TYP)

PROPOSED SMART FENCE INLET PROTECTION (TYP)

0.34

0.75

0.29

0.01

0.84

0.77

1.98

0.95

1.72

2.33

0.85

0.06

1.12

1.86

0.78

3.16

2.71

2.21

1.53

0.46

0.72

2.01

0.14

0.76

1.04

1.30

0.91

4.09

3.56

3.12

2.69

1.83

0.86

0.15

1.32

0.10

0.17

1.10

0.51

2.71

2.57

1.79

0.89

5.07

5.04

5.11

4.50

3.93

3.16

2.56

1.39

0.53

0.61

1.54

0.41

0.26

1.94

1.99

2.07

1.67

1.72

1.61

0.01

0.06

6.88

5.68

5.30

4.96

4.19

3.57

2.90

2.22

1.02

0.11

0.80

0.20

0.95

1.61

1.61

0.96

1.11

2.11

1.91

1.33

0.49

0.28

6.60

6.17

5.36

4.23

3.98

3.36

2.76

2.07

1.04

0.23

0.33

0.24

0.60

0.88

0.73

0.14

0.16

1.45

2.85

0.11

1.07

0.50

0.80

7.96

6.80

5.64

5.02

4.51

3.96

3.25

2.89

2.11

1.23

0.26

1.01

0.99

0.30

0.84

1.35

1.23

0.98

2.76

1.76

0.58

1.10

1.22

8.10

5.89

5.68

5.61

5.09

4.60

4.18

3.68

3.07

1.62

0.35

0.54

1.74

2.88

2.59

2.19

2.08

1.74

1.06

1.89

2.03

0.07

1.61

5.97

6.34

6.41

5.63

5.41

4.79

4.00

2.54

0.25

1.12

1.62

0.49

2.58

3.03

3.42

2.68

1.29

0.98

0.88

1.71

1.97

0.99

0.48

0.48

7.74

7.54

6.89

5.99

5.88

5.31

2.94

1.82

0.29

1.13

1.98

1.36

2.08

2.68

2.82

3.56

1.90

1.94

0.96

0.52

1.37

1.32

0.04

1.74

5.82

7.38

7.19

7.29

5.78

4.47

2.62

1.71

0.85

0.50

0.15

0.32

1.65

2.50

2.73

1.87

1.62

0.87

0.10

0.42

1.08

0.50

1.51

9.07

8.35

7.17

6.28

3.42

2.60

1.77

1.04

0.77

0.41

0.28

1.36

1.57

1.08

0.39

0.17

0.25

0.08

0.35

0.12

2.33

9.65

8.80

7.68

4.72

3.87

2.89

2.61

1.83

1.46

1.09

0.71

1.73

0.50

1.14

0.68

0.08

0.26

0.49

0.29

8.26

5.70

4.98

4.95

3.82

2.72

1.74

1.30

0.92

0.50

3.00

4.01

1.83

0.86

1.45

1.15

7.27

6.52

6.94

4.96

3.24

2.17

1.68

1.06

0.68

0.24

2.66

4.31

1.48

10.20

8.25

6.29

4.12

2.73

1.97

1.28

0.85

0.49

0.11

3.17

4.80

0.43

0.27

11.04

9.57

7.85

4.40

2.45

2.16

1.58

1.06

0.65

0.17

0.40

4.28

5.52

4.91

1.69

12.77

0.54

0.67

12.16

10.90

8.38

4.29

2.32

2.49

1.89

1.33

0.79

0.20

0.28

0.75

4.70

4.86

0.81

5.27

4.83

10.68

11.37

12.48

13.55

0.61

0.03

12.25

11.92

10.07

5.87

3.13

2.74

2.11

1.57

0.91

0.33

0.22

0.76

1.19

5.03

6.14

6.15

8.67

9.29

10.56

11.68

12.96

13.91

1.31

12.76

11.95

11.45

8.69

5.10

2.64

2.23

1.60

0.99

0.44

0.07

0.65

1.17

2.93

5.20

7.49

8.35

9.01

9.89

11.33

12.41

13.70

15.00

1.29

0.10

12.14

11.48

10.70

7.59

4.79

2.21

1.56

0.99

0.54

0.01

0.60

1.36

2.70

4.68

6.64

7.73

8.67

9.53

10.57

11.75

13.26

5.99

8.99

11.66

10.84

9.93

7.05

4.33

1.42

0.93

0.46

0.13

0.37

0.81

2.29

4.86

6.81

7.71

7.70

9.03

10.23

11.44

13.61

11.62

10.14

9.14

7.12

3.20

0.69

0.45

0.17

0.09

0.32

2.20

4.31

6.19

7.77

7.74

7.98

9.75

11.00

10.23

9.30

8.52

6.55

2.72

0.43

0.18

0.12

0.54

2.00

3.96

5.93

7.73

7.61

8.03

9.35

1.67

0.15

2.47

9.20

8.16

6.70

2.21

0.50

0.21

0.84

2.09

5.25

6.94

7.73

7.55

7.82

1.35

0.47

9.45

7.63

6.11

1.70

0.02

0.34

1.23

3.99

7.60

7.88

7.17

7.55

0.45

8.71

6.96

5.67

1.11

0.12

0.54

1.00

1.20

1.55

7.05

0.09

6.11

5.36

1.08

0.18

0.67

1.28

2.22

1.96

0.50

5.43

5.05

0.93

0.15

0.21

0.87

1.82

3.63

0.32

1.76

0.60

1.99

3.57

0.70

1.29

0.87

7.39

3.88

1.20

0.39

0.14

7.73

4.13

1.27

0.34

3.78

1.20

0.14

OCTOBER 16, 2020CONSTRUCTION DOCUMENTS

DODDRIDGE COUNTY ADMINISTRATIVE ANNEXDODDRIDGE COUNTY, WV

© PHONE

(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940 BRIDGEPORT, WV 26330

www.thrashereng.com (FAX)(304) 624-7831

C4.01GRADING AND EROSION AND SEDIMENT CONTROL PLAN

CHURCH

CANOPY

RESIDENTIALHOUSE

RESIDENTIALHOUSE

RESIDENTIALHOUSE RESIDENTIAL

HOUSE COUNTYADMINHOUSE

COURTHOUSE

MUSEUM

TRAILER

D.I. #8 TYPE BRIM ELEV = 860.42'

INV OUT = 855.59'

D.I. #5 TYPE BRIM ELEV = 861.18'INV IN = 857.96'INV OUT = 857.90'

D.I. #7 TYPE BRIM ELEV = 859.78'

INV IN = 854.96'INV OUT = 854.86'

D.I. #4 TYPE BRIM ELEV = 859.70'

INV IN = 855.99'INV OUT = 855.89'

D.I. #3 TYPE BRIM ELEV = 860.20'

INV IN = 855.50'INV IN = 857.50'

INV OUT = 855.33'

D.I. #1 TYPE GRIM ELEV = 859.14'

INV IN = 854.19'INV IN = 851.92'

INV OUT = 846.86'

D.I. #2 TYPE BRIM ELEV = 858.94'INV IN = 854.50'INV IN = 854.36'INV OUT = 852.00'

77' OF 18" HDPE @ 2.5%

83' OF 24" HDPE @ 1.0%

18' OF 24" CHDPE @ 0.5%

63' OF 18" HDPE @ 1.0%

88' OF 24" HDPE @ 1.0%

67' OF 18" HDPE @ 1.0%

39' OF 18" HDPE @ 1.0% EXISTINGSANITARY CLEANOUT

INV. ELEV = 830'

78' OF 6" PVC @ 22.6%

SANITARY MANHOLE #3INTERIOR DROPRIM ELEV = 860.47'INV IN = 854.000'INV OUT = 847.55'

D.I. #6 TYPE BRIM ELEV = 859.89'INV OUT = 854.78'

SANITARY CLEANOUT #1RIM ELEV = 870.00'INV OUT = 865.50'

SANITARY MANHOLE #2RIM ELEV = 861.75'INV IN = 858.403'INV OUT = 856.40'

SANITARY MANHOLE #1RIM ELEV = 860.46'

INV IN = 852.310'INV OUT = 852.21'

EXISTING SANITARY MANHOLERIM ELEV = 848.53'

INV IN = 843.25'EX INV IN = 843.25'EX INV IN = 843.25'

EX INV OUT - 843.15

83' OF 6" PVC @ 10.8%

102' OF 6" PVC @ 4.0%

101' OF 6" PVC @ 7.0%

D.I. #19RIM ELEV = 843.15'INV OUT = 840.74'

48' OF 15" CHDPE @ 0.5%

35' OF 8" PVC @ 4.0%SEE MEP PLANS FOR

BUILDING TIE IN DETAIL

12' OF 8" PVC @ 1.0%SEE MEP PLANS FOR BUILDING

TIE IN DETAIL

SANITARY CLEANOUT #2RIM ELEV = 860.39'

INV OUT = 854.62'

62' OF 6" PVC @ 1.0%

PROPOSED 9' X 9' TRANSFORMER PAD (SEE MONPOWERCUSTOMER GUIDE FOR ELECTRIC SERVICE-WEST VIRGINIAEXHIBIT 27

PROPOSED GAS METER (METER PROVIDED BY OTHERS)

PROPOSED 215 LF OF 2-4" CONDUITSWITH PULL ROPES FOR COURTHOUSECAMERA SYSTEMS

PROPOSED WING WALL #1INV. OUT = 846.00

TIE INTO EXISTING6" WATER LINE

PROPOSED RELOCATIONOF EXISTING SANITARY

PROPOSED GENERATOR SEE MECHANICAL PLANS FORGENERATOR SIZING AND WIRING INFORMATION

PROPOSED 205 LF OF 2 6 - IN CONDUIT WITHPULL ROPES FOR 3-PHASE COURTHOUSEELECTRICAL SERVICE

PROPOSED 314 LF OF 2 6 - IN CONDUITWITH PULL ROPES (MAIN LINE)

PROPOSED 225 LF OF 6" WATER LINE

PROPOSED 100 LF 4" CONDUIT FORMUSEUM ELECTRICAL SERVICE AND 50'4" CONDUIT FOR COMMUNICATIONS

TIE INTO EXISTING GASCURB STOP

TIE UNDERGROUND UTILITIESINTO OVERHEAD UTILITIES

PROPOSED COMMUNICATIONS PEDESTAL (CONTRACTORTO STUB UP CONDUIT PEDESTAL PROVIDED BY OTHERS)

PROPOSED WING WALL #2

PROPOSED WATER METER SETTING(METER SUPPLIED BY OTHERS)

2" BRANCH CONNECTION WITH CURBSTOP SEE DETAIL SHEET C11.00

PROPOSED FIRE SERVICE CONNECTIONWITH POST INDICATOR VALVE

PROPOSED COMPLETE FIREHYDRANT ASSEMBLY

PROPOSED HOT TAP TIE INTOEXISTING WATER LINE

PROPOSED 268 LF OF 2-4" COMMUNICATIONSCONDUIT WITH PULL ROPES

PROPOSED 180 LF OF 3" GAS LINE

PROPOSED 30 LF OF 6" WATER LINE

PROPOSED RELOCATIONOF EXISTING POWER

POLE AND EQUIPMENT

PROPOSED 300 LF OF 2 6 - IN CONDUITWITH PULL ROPES (MAIN LINE)

PROPOSED 175 LF OF 2-4" CONDUITS WITH PULL ROPESFOR SECONDARY COMMUNICATION CONNECTION

PROPOSED PULL BOX FOR CAMERA SYSTEMSCONDUIT

PROPOSED 100 LF OF 2-4" CONDUITS WITH PULL ROPES(FRONTIER COMMUNICATIONS)

PROPOSED 100 LF OF 2-2" CONDUITS WITH PULL ROPES(ARMSTRONG COMMUNICATIONS)

PROPOSED 100 LF OF 2-4" CONDUITS WITHPULL ROPES (LUMOS COMMUNICATIONS)

PROPOSED 80 LF OF 12" CASING

PROPOSED 30 LF OF 12"CASING

PROPOSED 75 LF OF 2-4" CONDUITS SEEMEP PLANS FOR CONDUIT TYPE, SIZEAND CORRESPONDING INNERDUCTS.

PROPOSED 280LF OF 1"CONDUIT FOR PARKING

LOT LIGHTING

PROPOSED LIGHT POLE (TYP)(SEE MEP PLANS FOR STYLE ANDWIRING INFORMATION)N: 291354.8880E:1607538.4572

44.7' 44.7' 77.7'

PROPOSED LIGHT POLE (TYP)(SEE MEP PLANS FOR STYLE ANDWIRING INFORMATION)N: 291622.9079E:1607596.0854

PROPOSED 20 LF 6" GAS LINE TO GENERATOR TEE OFF6" WITH 90 LF OF 4" GAS LINE TO BUILDING

PROPOSED 140 LF OF 1"CONDUIT FOR PARKING

LOT LIGHTING

PROPOSED 80 LF OF 1" CONDUIT FORILLUMINATED BOLLARD OPTIONCONTRACTOR TO STUB UP ATBOLLARD LOCATIONS

42' OF 18" HDPE @ 1.0%

TIE INTO EXISTINGWATER SERVICE LINE

TIE INTO EXISTING WATERLINE FOR A NEW 34" WATER SERVICE LINEW/ METER SETTING

(METER SUPPLIED BY CITY)

OCTOBER 16, 2020CONSTRUCTION DOCUMENTS101-060-0981

DODDRIDGE COUNTY ADMINISTRATIVE ANNEXDODDRIDGE COUNTY, WV

PHONE(304) 624-4108

600 WHITE OAKS BLVD. P.O. BOX 940 BRIDGEPORT, WV 26330

www.thrashereng.com (FAX)(304) 624-7831

C5.00UTILITY PLAN