Addendum #4_ Road Crossing Detail Revision- HDPE Casing 4-14-26.pdf

PDF 2 MB Posted Apr 16, 2026

Attached to: Waterline Extension Phase 2
Solicitation number: IFB-115742
Issued by: York County, Virginia

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Written by GovTribe AI · Apr 20, 2026

This addendum document, issued April 14, 2026, by ARM Group LLC on behalf of the Town of Montross in Westmoreland County, Virginia, modifies the contract documents for the Montross Waterline Extension Part 2 project (ARM Project 23011622). Addendum No. 4 revises road crossing details by replacing jack and bore with steel casing construction methods with horizontal directional drilling (HDD) using 12-inch HDPE SDR 11 casing for all VDOT road crossings. The project encompasses three sections: Carver Street Waterline Extension (Section 1), Kings Highway Water Line Extension to Peach Grove Lane (Section 2), and Kings Highway Peach Grove Lane to Forest Drive (Section 3). Work items include 4,650 linear feet of 6-inch C-900 PVC pipe, 143 linear feet of HDD 12-inch HDPE SDR 11 casing across all sections, ten 6-inch gate valves, sixty service connections, five fire hydrant assemblies, and testing and flushing operations. Section 3 must be substantially completed by August 31, 2026, due to ARPA grant funding requirements, before construction begins on Sections 1 and 2. The bid form requires unit pricing for all line items and identifies mobilization/demobilization, bonding, and material/labor costs as separate bid components.

The contract specifies liquidated damages provisions for failure to meet completion deadlines and requires bidders to submit bid security as either a bid bond or certified check. Bidders must acknowledge receipt of all addenda, certify site familiarity, confirm compliance with federal and state regulations, and verify that subsurface investigations are complete. The revised bid form replaces the original version, and Section 02310 (Jack and Bore) is removed from the technical specifications, with Section 01010 (Summary of Work) updated to reflect the HDD methodology. Technical specifications include sections on erosion and sediment control, submittals, HDD procedures, trenching and backfilling, water distribution systems, seeding, cast-in-place concrete, and contractor training. All work must comply with Virginia Department of Health and Virginia Department of Environmental Quality regulations for potable water supply. The contractor assumes full responsibility for utility locating, material protection, and coordination with utility companies.

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Other files

File	Type	Posted
Addendum #2_ Bids Receive Date Updated 4-9-26.pdf	PDF	Apr 16, 2026
Bid Document.pdf	PDF	Apr 16, 2026
Construction Plans.pdf	PDF	Apr 16, 2026
Technical Specifications.pdf	PDF	Apr 16, 2026
Addendum #3_ Responses to Bidders Questions 4-10-26.pdf	PDF	Apr 16, 2026
Addendum 1 Montross Waterline extension Part 2.pdf	PDF	Apr 16, 2026
Addendum #5_ Bid Form Revised 4-16-26.pdf	PDF	Apr 16, 2026

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Montross Waterline Extension Part 2 April 2026

Addendum No. 4 ARM Project 23011622

A R M G r o u p L L C

Town of Montross

Waterline Extension Part 2

Addendum No. 4

Date Issued: April 14, 2026

Addendum No. 4 changes the road crossing details. This addendum supersedes the corresponding provisions of the original Contract Documents. It is the purpose of the Addendum to incorporate into the project plans and specifications certain additions, deletions, changes, and notifications as hereinafter described.

I. The crossing detail for VDOT roads has been revised. Jack and bore and steel casing have been replaced with horizontal directional drill HDPE SDR 11 casing for the road crossings.

Accordingly, following documents have been updated.

a. Bid Form – Replace with the revised Bid Form.

b. Technical Specifications – Replace Section 01010 Summary of Work. And remove

Section 02310 Jack and Bore from the Technical Specifications.

c. Drawings – Replace the sheets with attached revised sheets.

This Addendum No.4 shall be inserted in and made as part of the contract documents.

- END OF ADDENDUM #4 -

P.N. 023011622.00 ARM Group, LLC.

April 2026 Revised BF-1

BID FORM

Project Identification: Town of Montross Contract Identifications: Waterline Extension

Table of Articles

Article 1 - Bid Recipient Article 2 - Bidder's Acknowledgments Article 3 - Bidder's Representations Article 4 - Further Representations Article 5 - Basis of Bid Article 6 - Time of Completion Article 7 - Attachments to Bid Article 8 - Defined Terms Article 9 - Bid Submittal

Article 1 - Bid Recipient

1.01 This Bid is Submitted To:

Town of Montross 15869 Kings Highway Montross, VA 22520 Attn: Francine G. Taylor, Town Manager

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in the Bid and in accordance with the other terms and conditions of the Bidding Documents.

Article 2 - Bidder's Acknowledgments

2.01 Bidder accepts all of the terms and conditions of the Advertisement and Instruction to Bidders, including without limitations those dealing with the dispositions of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER.

Revised BF-2

Article 3 - Bidder's Representations

3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged.

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Federal, State, and local Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph

4.02 of the General Conditions, and (2) reports and drawings of a Hazard Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions.

E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by the Bidder, including applying the specific means, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto.

F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents.

Revised BF-3

G. Bidder is aware of the general nature of the Work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder.

J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

K. Bidder will submit written evidence of its authority to do business in the

State where the Project is located not later than the date of its execution of the Agreement

Article 4 - Further Representations

4.01 Bidder further represents that:

A. This Bid is genuine and not made in the interest of or on the behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation.

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

Revised BF-4

Article 5 - Basis of Bid

5.01 Construction Sequencing: Due to grant funding requirements associated with the

ARPA program, the work identified as Section 3 shall be constructed and completed prior to commencement of construction activities in Sections 1 and 2.

The Contractor shall prioritize and schedule construction operations such that all work associated with Section 3 (Peach Grove Ln to Forest Drive) is fully completed no later than August 31, 2026. Work in Sections 1 and 2 shall not begin until Section 3 has been substantially completed unless otherwise approved by the Owner.

5.02 Bidder will complete the Work in accordance with the Contract Documents for the following unit prices:

Item no.

Item Description Quantity Unit Unit Price $ Total Bid $

1 Mobilization/Demobilization 1 LS

2 Bonding 1 LS

Sub-total

Section I - Carver Street Waterline Extension

3 6” C-900 PVC Pipe and fitting 1050 LF

4 HDD 12” HDPE SDR 11 Casing 54 LF

5 6” Gate Valve 3 EA

6 Service Laterals Directional drill HDPE pipe and fittings

700 LF

7 Service Connection including corporation stops and meter box connection

8 Fire Hydrant Assembly & valve 1 EA

9 2” Blow off Valve Assembly 1 LS

10 Connection to existing System 1 EA

11 Flushing, Testing and Bacterial Testing

1 LS

Sub-total

Section II - Kings Highway Water Line Extension to Peach Grove Lane

12 6” C-900 PVC Pipe and fitting 1600 LF

13 HDD 12” HDPE SDR 11 Casing 59 LF

14 6” HDPE D.D. Pipe and fitting 100 LF

15 2” service line with casing and valve

225 LF

16 6” Gate Valve 5 EA

17 Service Laterals Directional drill HDPE pipe and fittings

800 LF

Revised BF-5

18 Service Connection including corporation stops and meter box

19 Fire Hydrant Assembly & valve 1 EA

20 Connection to existing System 2 EA

21 Flushing, Testing and Bacterial Testing

1 LS

Sub-total

Section III - Kings Highway Peach Grove Ln to Forest Drive

22 6” C-900 PVC Pipe and fitting 1,900 LF

23 HDD 12” HDPE SDR 11 Casing 30 LF

24 6” Gate Valve 2 EA

25 Service Laterals Directional drill HDPE pipe and fittings

1300 LF

26 Service Connection including corporation stops and meter box

27 Fire Hydrant Assembly & valve 3 EA

28 Flushing, Testing and Bacterial Testing

1 LS

Sub-total

Total

TOTAL OF ALL BID ITEM PRICES : ____________________________ ($_____________ )

Words Numerical

Article 6 - Time of Completion

6.01 Bidder shall complete the section 3 (Kings highway – Peach Grove Ln to Forest drive) of the project before end of August 2026.

6.02 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.03 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work within the Contract times.

Article 7 - Attachments to Bid

7.01 The following documents are attached to and made a condition of the Bid:

A. Required Bid security in the form of Bid Bond (EJCDC No. C-430) or Certified Check (circle type of security provided).

Revised BF-6

Article 8 - Defined Terms

8.01 The terms used in this Bid with the initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

Article 9 - Bid Submittal

9.01 This Bid submitted by:

If Bidder is:

An Individual

Name (typed or printed): ___________________________________________

By: ____________________________________________________________ (SEAL)

(Individual’s signature)

Doing business as: _______________________________________________

A Partnership

Partnership Name: _______________________________________________ (SEAL)

By: ____________________________________________________________

(Signature of general partner – attach evidence of authority to sign)

A Corporation

Corporation Name: _______________________________________________ (SEAL)

State of Incorporation: __________ Type (General Business, Professional, Service, Limited Liability): ___________

(Signature – attach evidence of authority to sign)

Title: __________________________________________________________

(CORPORATE SEAL)

Attest: _________________________________________________________

(Signature of Corporate Secretary)

Date of Qualification to do business in ________________ [State Where Project is Located] is ____\____\____.

Revised BF-7

A Joint Venture

Name of Joint Venture: ____________________________________________

First Joint Venture Name: __________________________________________ (SEAL)

(Signature of first joint venture partner – attach evidence of authority to sign)

Second Joint Venture Name: _______________________________________ (SEAL)

(Signature of second joint venture partner – attach evidence of authority to sign)

(Each joint venture must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

TABLE OF CONTENTS

SECTION TITLE

01010 SUMMARY OF WORK

01020 EROSION AND SEDIMENT CONTROL PLAN

01300 SUBMITTALS

02221 HORIZONTAL DIRECTIONAL DRILL

02225 TRENCHING & BACKFILLING

02310 JACK AND BORE

02665 WATER DISTRIBUTION SYSTEM

02935 SEEDING

03300 CAST IN PLACE CONCRETE

13704 TRAINING

P.N. 23011622 01010-1 ARM Group LLC.

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 BASIC CONTRACT

A. General

1. The intent and meaning of the Contract Documents require that the

Contractor, under the terms of his contract, shall take such action as necessary and required to provide labor, plant, materials, equipment, transportation, facilities, and appurtenances thereto, which are indicated or reasonably implied by each Drawing and each section of the Specifications, all of which are collectively necessary and required for the execution of the Work.

B. Description of Work at Property as shown on the plans:

The Contractor shall furnish all materials, labor, and supervision to perform services described in Contract Documents to complete the following work:

Item no.

Item Description Quantity Unit

1 Mobilization/Demobilization 1 LS

2 HDD 12” HDPE SDR 11 Casing Pipe 3 LS

3 6” C-900 PVC Pipe and Fitting 4650 LF

4 6” Gate Valves and Box 10 EA

5 2” Blow off Valve Assembly 1 EA

6 Service Connection including corporation stops and meter box connection

60 EA

7 Fire Hydrant Assembly 5 EA

8 Connection to existing System 3 EA

9 Flushing, Testing and Bacterial Testing 1 LS

1.2 PERMITS AND REGULATIONS

A. The Contractor's responsibility includes compliance with federal, state, and local regulations which in any way affect the work or implementation of the project.

P.N. 23011622 01010-2 ARM Group LLC.

B. All work shall be done in accordance with VDH & VDEQ regulations for a potable water supply.

1.3 EXISTING CONDITIONS

A. All information relating to existing subsurface structures and pipes is from the best sources at present available to the Developer. All such information and the drawings of existing construction are furnished only for the information and convenience of Bidders.

B. The Bidder is responsible for ascertaining the character, quantities, and conditions of the various materials and the work to be done.

1.4 PROJECT CONSTRUCTION REQUIREMENTS

A. All materials and equipment held in storage by the Contractor shall be protected from the weather, vandalism, and/or flooding by suitable waterproof coverings, or by placing in storage buildings until ready for installation or until equipment is to be turned over to the Developer.

Equipment that is damaged or becomes inoperable shall be rejected and must be restored or replaced at no additional cost to the Developer.

1. The Contractor shall effectively protect, at his own expense, his work, materials, and equipment for the duration of the construction period.

2. The Contractor shall exercise care in the installation of all equipment to avoid damage of any kind. All equipment shall be protected from dust and moisture prior to and after installation.

B. The Contractor shall make appropriate arrangements with the utility companies to provide for services necessary to complete the work. The Contractor shall comply with all protection requirements for the existing utilities.

1. Prior to construction, the Contractor shall determine in the field the exact location and depth of all affected existing utility lines.

1.5 MISCELLANEOUS ITEMS

A. The Contractor shall ensure that his work covered under this Contract complies with all required erosion and sedimentation control regulations.

B. The Contractor shall inform his subcontractors of the conditions listed in this SUMMARY OF WORK, since the Contractor shall be held responsible

P.N. 23011622 01010-3 ARM Group LLC.

for the work of his subcontractors.

C. Coordinate use of premises with Developer.

D. Assume full responsibility for the protection and safekeeping of product under this Contract, stored on site.

E. Obtain and pay for the use of additional storage or work areas needed for operations.

1.6 SPECIAL PRECAUTIONS

A. General

1. The Contractor shall protect all pavement, structures, and trees outside of construction limits.

2. The Contractor shall, when working in areas where overhead wires are encountered, take special precautions. If necessary, wires shall be removed, and temporary services placed. The cost of this work shall be included in the Bid price.

B. Existing Utilities

1. The Contractor shall make appropriate arrangements with the utility companies, 10 days before he starts construction, to provide for services necessary to complete the work. The Contractor shall comply with all protection requirements for the existing utilities.

a. Prior to construction, the Contractor shall determine in the field the exact location and depth of all affected existing utility lines.

P.N. 23011622 01010-4 ARM Group LLC.

b. In order to determine if a deviation in horizontal or vertical location of the pipes may be required, the Contractor shall plot the actual location and depths of utilities on the Contractor's record drawings. The Contractor shall report to the Engineer, a minimum of five days before the start of construction if interference is apparent.

* * * * * END OF SECTION * * * * *

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RANDY D. ALVERSON

KIMBERLY ALVERSON

D.B. 816, Pg. 541 D.B. 309, Pg. 382

TM 34A1-1-1-8

LARRY E PHILLIPS

D.B. 900, Pg. 1650

D.B. 309, Pg. 382 (Plat)

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LARRY E PHILLIPS

D.B. 900, Pg. 1650

D.B. 309, Pg. 382 (Plat)

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WILLIAM CARROLL PEARSON

D.B. 467, Pg. 839 D.B. 111, Pg. 390 (Plat) TM-34A1-1-1-7

PATRICIA L. BALDERSON

D.B. 502 Pg. 184

D.B. 130, Pg. 294 (Plat)

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ARLDEN M. LEWIS

DORIS M. LEWIS

D.B. 304, Pg. 802

D.B. 111, Pg. 395 (Plat)

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& POWER COMPANY

D.B. 287, Pg. 761

STA. 25+98.70

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(2) 6" GATE VALVE AND

BOX

STA, 26+84

CONTRACTOR SHALL

CUT AND CAP

EXISTING 4" WATER MAIN

AND INSTALL PROPOSED

6" 45° BEND &

6"X4" REDUCER

STA. 24+43

PROPOSED

6"X2" TEE

2" GATE VALVE AND BOX

6" GATE VALVES AND BOX

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

STA. 19+88

6" TEE

FIRE HYDRANT ASSEMBLY

EXISTING

FIRE HYDRANT ASSEMBLY

TO BE REPLACED

(TYPICAL)

REMOVE AND STORE

EXISTING SIGN, REINSTALL

AFTER INSTALLATION OF

WATERLINERECONNECT EXISTING

3/4" WATERLINE SERVICE

EXISTING WATERLINE

TO BE ABANDONED IN

PLACE (SEE NOTE 8,

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EXISTING WATERLINE

TO BE ABANDONED IN

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PROPOSED 59 L.F. OF

HORIZONTAL DIRECTIONAL

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CASING PIPE

PROPOSED

6" WATERLINE

PROPOSED

6" 22.5° BEND

PROPOSED

6" GATE VALVE AND BOX

PROPOSED 59 L.F. OF

4" HDPE DIRECTIONAL

DRILL CASING PIPE

59 L.F. OF PROPOSED

2" HPDE WATERLINE

REPLACE AND CONNECT

1" SERVICE LATERALS

LOCATE AND CONNECT TO

EXISTING 2" WATER

SERVICE LINE.

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EXISTING

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APPROXIMATELY 15'X10'

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AND BORE.

CONTRACTOR SHALL

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CONDITION.

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4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.

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DB 251 PG 742

PLAT DB 251 PG 742

TM 33A-1-6

WITTMAN, KATHRYN S & ROBERT

DB 921 PG 131

PLAT BD 134 PG 183 TM 33A-1-7

TORRES-SANCHEZ, JOSE A &

GARCIA-DELBRA, JOSE M

DB 837 PG 168

PLAT DB 129 PG 254

TM 33A-1-8

BROYLES, ASHLEIGH V

DB 979 PG 1474

PLAT DB 129 PG 254

TM 33A-1-5

WITTMAN ROBERT J & KATHRYN S

DB 310 PG 38

PLAT DB 247 PG 181

FOREST DRIVE

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 22.5° BENDS

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

PROPOSED 30 L.F. OF

HORIZONTAL DIRECTIONAL DRILL

12" HDPE SDR 11 CASING PIPE

O N

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50

D R

EXISTING 15" RCP

INV. 138.91

26'

5°

H O

O N

5°

H O

O N

5°

H O

O N

5°

H O

O N

X6 " T

6" G

D B

O X

0°

H O

O N

B O

(MIN.)

PROPOSED 6" PVC

C-900 WATERLINE

RESTRAINT

FROM 10+37

TO 10+85

EXISTING 4" DI WATER PIPE

O N

8+50 HORZ. 1"=30' VERT. 1"=6'

ALIGNMENT - RT 3 TO FOREST DRIVE WATERLINE EXTENSION PROFILE

RESTRAINT

FROM 11+20

TO 11+60

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

3.5'

MIN.

° H

O R

N D

° H

O R

N D

° H

O R

N D

° H

O R

N D

° H

O R

N D

° H

O R

N D

° H

O R

N D

5° H

O R

N D

30 L.F. OF HDD 12" HDPE

SDR 11 CASING PIPE

S S S S S S S

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

S S S S S S S S S S S

U E

TTTTTTTTTTTTTTT T T T T T T T T T T T T T

W W W W W W W W

W W

KINGS HIGHWAY - ROUTE 3

55' RIGHT OF WAY

PROPOSED

(4) 6" 45° BENDS

D R

R O

A D

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

6" TEE

FIRE HYDRANT ASSEMBLY

(TYPICAL OF ALL HYDRANTS)

INV. 138.91

PERMANENT

UTILITY EASEMENT

C-3B

PROPOSED 6" PVC

C-900 WATERLINE

Y D

W W

W W W W W W W W W

W W W W

W W

9+00 9+50 10+00 10+50 11+00

11+50 12+00

12+50

13+00

13+50

TM 33A-1-4

MITCHELL JAMES W & JOAN E

MITCHELL

DB 798 PG 171

PLAT DB 246 PG 463

TM 33A-1-3

MITCHELL JAMES W & JOAN E

MITCHELL

DB 203 PG 554

PLAT DB 246 PG 463

TM 33A-1-5

WITTMAN ROBERT J & KATHRYN S

DB 310 PG 38

PLAT DB 247 PG 181

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED

6" 11.25° BENDS

PROPOSED 30 L.F. OF

HORIZONTAL DIRECTIONAL DRILL

12" HDPE SDR 11 CASING PIPE

N O

F M

O N

O R

N D

C O

U N

, V

W A

N P

A R

N O

F M

O N

\T ow n of M on tro ss \0

To w n of

M on tro ss

W at er L in e

Ex t P ar t 2

\D ra w in gs \P ro du ct io n\

_W at er lin e

Pl an a nd

P ro fil e.

dw g

P lo tte d:

A pr il

, 2

N o.

Re vi sio n

Da te

By de si gn ed ch ec ke d dr aw n da te pr oj ec t n o.

Th is d ra w in g, it s c on te nt s, an d ea ch c om po ne nt o f t hi s d ra w in g ar e th e pr op er ty o f an d pr op rie ta ry to

A R

M G ro up

a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e

Ti tle

B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R

M G ro up

Sh ee t D

SC D

-1

En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.

ne t

K in gs C ha rt er D ri ve

A sh la nd

, V A

A R

M G ro u p L

L C

-2

Re vi se d Pe r A dd en du m

-2

Re vi se d Pe r A dd en du m

-2

G S

H W

A Y

O R

D R

N A

N D

P R

C-3B

NOTE:

1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.

4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.

5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.

6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND

RELOCATE THE METER.

SCALE IN FEET

30 60 90

PLAN VIEW

SCALE IN FEET

30 60 90

PLAN VIEW

T 3C

T 3B

T 3A

THIS SHEETMATCHLINE

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LIC. NO. 29183

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O E

E O

X X

S S

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

O E

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWW

W W

W X X

X X

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

X X

W W

S S

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W

WWWWW

12" RCP

" R

C P

15" RCP24

" R

C P

15" RCP

BUILDING

PROPOSED 6" PVC

C-900 WATERLINE

15' WIDTH PERMANENT

UTILITY EASEMENT

54 L.F. OF HDD 12"

HDPE SDR 11

CASING PIPE

TYP.

PROPOSED 6" PVC

C-900 WATERLINE

PROPOSED

6" TEE

(2) 6" GATE VALVE AND BOXES

TM 34-137A

CARVER PARTNERS L P

D.B. 428, Pg. 738

TM 34A1-4-29

JOHN H. THOMPSON

D.B. 787, Pg. 1309 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-27R

SCOTT T. BROSKE

MEGAN L. BROSKE

D.B. 891, Pg. 686 P.C. 1, Slide 1772

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-26

KIMBERLY M. SMITH

D.B. 781, Pg. 746 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-25

MARY F. BOWEN-CRAWFORD

D.B. 894, Pg. 122 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-24

MARY P. CHINNIS (Trustee)

D.B. 545, Pg. 32 D.B. 104, Pg. 579 (Plat)

4A 1-

, P g.

, S lid e

TM 34-137B

THOMAS C. BROOKS III

KIMBERLY J. BROOKS

D.B. 947 Pg. 1783 D.B. 308, Pg. 817 (Plat)

TM 34A2-3-31

THOMAS C. BROOKS III

KIMBERLY J. BROOKS

D.B. 947 Pg. 1783 D.B. 179, Pg. 430 (Plat)

TM 34A1-4-1

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-2

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-3

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505

TM 34A2-1-3-1A

TOWN OF MONTROSS

D.B. 117, Pg. 237 D.B. 241, Pg. 706 (Plat)

TM 34A1-4-3A

PAUL L. FILKOSKI

JENNIFER L. FILKOSKI

D.B. 915, Pg. 264 P.C. 1, Slide 1400

TM 34A1-4-4

PAUL L. FILKOSKI

JENNIFER L. FILKOSKI

D.B. 915, Pg. 264 P.C. 1, Slide 1400

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-21

DOROTHY J. A. JOHNSON

D.B. 958, Pg. 921 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-20

JAMES T DAVIES IV

LORA A. DAVIES

D.B. 943, Pg. 2411

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-19

JAMES T DAVIES IV

LORA A. DAVIES

D.B. 943, Pg. 2411

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-18

LESLIE B. SISSON

SANDRA G. SISSON

D.B. 947, Pg. 107

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-16

JOSEPH THIBODEAU (Trustee) DEBRA THIBODEAU (Trustee)

D.B. 966, Pg. 460 D.B. 104, Pg. 579 (Plat)

WESTMORELAND COUNTY

BOARD OF SUPERVISORS

4A 1-

Y W

. C

, P g.

, S lid e

4A 1-

B . S

G . S

N D.

, P g.

4A 1-

A M

(T ru st ee

, P g.

4A 1-

Y W

. C

, P g.

, S lid e

4A 1-

W . C

, P g.

, S lid e

20' WIDTH PERMANENT

UTILITY EASEMENT

STA.10+00.00

8"X6" TAPPING SLEEVE

AND VALVE

CARVER STREET

ROUTE T 1204

25 mph SPEED LIMIT

(40' RIGHT OF WAY)

C-4

PROPOSED 2"

BLOW OFF ASSEMBLY

(SEE DETAIL W-5.0,

SHEET C-6)

EXISTING

FIRE HYDRANT ASSEMBLY

TO BE ABANDONED AND

REMOVED

PROPOSED

6" 11.25° BEND

PROPOSED 6" PVC

C-900 WATERLINE

PROPOSED

6" TEE

FIRE HYDRANT ASSEMBLY LOCATE AND RECONNECT

TO EXISTING 3/4" SERVICE

LATERAL (TYPICAL) RELOCATE EXISTING

METER ASSEMBLY AND

METER BOX

RECONNECT WATER SERVICE

EXISTING 8"

WATERLINE

RELOCATE EXISTING

METER ASSEMBLY AND

METER BOX

RECONNECT WATER SERVICE

12" RCP

INV.=132.55

INV.=124.74

INV.=133.39

INV.=135.20

INV.=129.76INV.=127.74

INV.=128.48

INV.=128.04

PROPOSED 2"

BLOW OFF ASSEMBLY

(SEE DETAIL W-5.0,

SHEET C-6)

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

STORM SEWER

INV.=126.49 AT

WL CROSSING

133.46

3/4" SERVICE

LATERAL (TYPICAL)

1" SERVICE

LATERAL

18+63

14+00 16+00 18+00

Y D

10+00

11+00

12+00

12+04

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

O N

HORZ. 1"=30' VERT. 1"=6'

CARVER STREET WATERLINE EXTENSION PROFILE

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+75

E O

F C

R S

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

W O

(MIN.)

54 L.F. OF HDD

12" HDPE SDR 11

CASING PIPE

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

50' VDOT

RIGHT OF WAY

X6 " R

6" G

D B

O X

RESTRAINT

FROM 10+00

TO 10+42

RESTRAINT

FROM 17+29

TO 18+11

X6 " T

R E

(2 ) 6

" G

A N

D B

RESTRAINT

FROM 12+50

TO 12+73

° H

O R

N D

X6 " T

R E

RESTRAINT

FROM 11+80

TO 11+95

N O

F M

O N

O R

N D

C O

U N

, V

W A

N P

A R

N O

F M

O N

\T ow n of M on tro ss \0

To w n of

M on tro ss

W at er L in e

Ex t P ar t 2

\D ra w in gs \P ro du ct io n\

_W at er lin e

Pl an a nd

P ro fil e.

dw g

P lo tte d:

A pr il

, 2

N o.

Re vi sio n

Da te

By de si gn ed ch ec ke d dr aw n da te pr oj ec t n o.

Th is d ra w in g, it s c on te nt s, an d ea ch c om po ne nt o f t hi s d ra w in g ar e th e pr op er ty o f an d pr op rie ta ry to

A R

M G ro up

a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e

Ti tle

B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R

M G ro up

Sh ee t D

SC D

-1

En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.

ne t

K in gs C ha rt er D ri ve

A sh la nd

, V A

A R

M G ro u p L

L C

-2

Re vi se d Pe r A dd en du m

-2

Re vi se d Pe r A dd en du m

-2

SCALE IN FEET

30 60 90

PLAN VIEW

C A

R V

A N

D P

R O

C-4

NOTE:

1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

2. CONTRACTOR SHALL REPAIR ALL DRIVEWAY TO ORIGINAL

CONDITION.

3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES

ASPHALT AND CONCRETE PAVEMENT.

4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE

LINES.

5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.

6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW

METER BOXES INSIDE THE EASEMENT AND RELOCATE THE METER.

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LIC. NO. 29183

Addendum #4_ Jack and Bore Removal 4-14-26

Binder1

03-Bid Form

Mastertitle Tech Specs Cover Page

01010 - Summary of Work

Drawings

23011622_Waterline Plan and Profile-C-3_PLAN & PROFILE

23011622_Waterline Plan and Profile-C-3B_FOREST DR

23011622_Waterline Plan and Profile-C-4_PLAN & PROFILE - CARVER

File details come from the government source that posted it. Updated Apr 20, 2026.