WRHA - 11MAY2026.pdf

PDF 19 MB Posted Jun 12, 2026

Attached to: Hedgefield Waterline Replacement Project
Solicitation number: IFB-119850
Issued by: York County, Virginia

About this file

Written by GovTribe AI · Jun 15, 2026

This is a comprehensive engineering plan and profile document for the Hedgefield Terrace Water Line Replacement project in Wytheville, Virginia, prepared by Rinker Design Associates, LLC and involving the Wytheville Redevelopment & Housing Authority (WRHA). The project involves the complete replacement of existing water mains and service lines serving the Hedgefield Terrace apartment complex, a 16.78-acre development. The scope includes installation of five proposed water lines (Water Lines 101-105) comprising approximately 11.33 stations of 6-inch PVC C-900 or Ductile Iron pipe, one 2-inch line, multiple fire hydrant assemblies, gate valves, combination air release valves, and blow-off valve assemblies. Water service connections to individual meters will utilize 1-inch to 1.5-inch service lines with 3/4-inch ball valves and service lines to each meter. All water construction must achieve 36-inch minimum ground cover, comply with Virginia Department of Health and American Water Works Association standards, and conform to the Town of Wytheville's standard construction details. The project plans were revised as of May 11, 2026, with design completion dated January 1, 2026. Existing water lines will be abandoned in place following customer switchover, with existing utility markings having been performed through MISS Utility, a private locating company (GPRS), and field survey efforts due to limited utility company cooperation in providing design locates.

The design documentation notes that exact locations and quantities of existing underground utilities remain unknown, requiring contractors to contact MISS Utility and all utility owners at least 72 hours prior to excavation and to maintain existing utilities in service throughout construction. The contractor must provide erosion and sediment control measures compliant with Virginia Department of Environmental Quality standards, obtain a Virginia Construction Stormwater Management permit given the anticipated disturbance of more than one acre, and submit a traffic management plan for approval prior to construction start. All areas disturbed by construction must be restored to original conditions, with the contractor responsible for documenting and confirming utility backfill compaction in accordance with Virginia Department of Transportation specifications. Testing and inspection of trench backfill shall be performed by a licensed geotechnical engineer or certified technician. A geotechnical engineer must be provided by the contractor to document and confirm backfill compaction compliance. The documentation does not specify contract award dates, funding sources, pricing terms, set-asides, incumbent contractors, or the contract term, indicating this is a design/planning document rather than a solicitation announcement with such procurement details.

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Other files

File	Type	Posted
1 - WRHA Water Line Specifications Revised May2026.pdf	PDF	Jun 12, 2026
WRHA Addendum #1 FINAL.pdf	PDF	Jun 12, 2026

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Fi le

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DESIGN BY:

PLAN DATE:

REVISIONS: 11MAY2026

CHECKED BY:

JURISDICTIONAL PLAN NO.

SHEET NUMBER:

ENGINEER:

RDA PLAN NO.

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01JAN2026

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VICINITY MAP

SCALE: 1" = 1,500'

HEDGEFIELD TERRACE APARTMENTS

WATER LINE REPLACEMENTS

WYTHEVILLE, VIRGINIA

REGULATORY SUBMITTAL: OCTOBER 2025

REVISED: MAY 2026

ENLARGED VICINITY MAP

SCALE: 1" = 250'

EAST M

ONROE ST

EAST NORTH ST

LEE HWY

EAST G

OODWIN LN

WYTHEVILLE

COMMUNITY

COLLEGE

LARETTO

D R

LARETTO

DAVIS CR

RTH 19TH ST EA

T GATEWAY

DISTRIBUTION

WYTHEVILLE

COMMUNITY

CENTERFREEDOM LN

HEDGEFIELD LN

PROJECT

LOCATION

PROJECT

LOCATION

WYTHEVILLE REDEVELOPMENT

& HOUSING AUTHORITY

170 HEDGEFIELD LANE

WYTHEVILLE, VA 24382

PHONE: 276-228-6515

TOLL FREE: 1-866-530-6651

C O

C001

UTILITIES MARKED PER MISS UTILITY TICKET #A519601352-00A

UTILITY

COMPANY CONTACT PHONE

NUMBER

DAMAGE

CONTACT

PHONE

NUMBER

LOCATION

COMMENTS

AMERICAN

ELECTRIC POWER

(AEP111)

BRIAN DOWDY 540.204.5732 800.956.4237 NOT LOCATED

ATMOS ENERGY

- GAS

(UCB437)

STUART JEUCK 540.605.0418 888.286.6700 NOT LOCATED

BRIGHTSPEED

(BTS721)

CONSOLATA

SCIGLIANO 919.500.1184 833.692.7773 NO CONFLICT

SEGRA AKA LUMOS

NETWORK-C

(SEG546)

STAKE CENTER

LOCATING 801.364.1063 877.411.6930 NO CONFLICT

SHENTEL CABLE

(STC555)

CABLE

PROTECTION

SERVICES

804.562.3861 540.984.5531 NO CONFLICT

WYTHEVILLE

COMMUNICATIONS

(WYT359)

MICHAEL DAVIS 276.620.5456 540.443.1400 NO CONFLICT

WYTHEVILLE

SEWER

(WYT359)

MICHAEL DAVIS 276.620.5456 540.443.1400 NO CONFLICT

WYTHEVILLE

WATER

(WYT359)

MICHAEL DAVIS 276.620.5456 540.443.1400 NO CONFLICT

LEGEND

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT ASSEMBLY

PROPOSED WATER SERVICE METER

PROPOSED GATE VALVE

PROPOSED COMBINATION AIR RELEASE VALVE

PROPOSED BLOW-OFF VALVE

PROPOSED UTILITY ENCASEMENT

PROPOSED ASPHALT RESURFACE

PROPOSED GRAVEL ROAD/SHOULDER

PROPOSED SIDE WALK REPAIRS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED DROP INLET

PROPOSED FENCE

PROPOSED SPOT ELEVATION

LIMITS OF DISTURBANCE

SURVEY BENCHMARK

STREAM

EXISTING FENCE

DIRECTIONAL FLOW ARROW

EXISTING TREELINE

EXISTING VEGETATION

EXISTING PAVEMENT

EXISTING GRAVEL ROAD

EXISTING GATE VALVE

EXISTING WELL

EXISTING FIRE HYDRANT

EXISTING WATER METER

EXISTING SEWER CLEANOUT

EXISTING SEWER MANHOLE

EXISTING WATER MANHOLE

EXISTING STORM SEWER MANHOLE

EXISTING DROP INLET

EXISTING CURB INLET

EXISTING FIBER OPTIC MARKER

EXISTING GAS STRUCTURE

EXISTING ELECTRICAL SERVICE METER

EXISTING YARD HYDRANT

EXISTING WATER ELEVATION

EXISTING GRAVITY SEWER LINE

EXISTING FORCE MAIN

EXISTING STORM DRAIN

EXISTING PROPERTY LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING WATER LINE

EXISTING BURIED COMMUNICATION

EXISTING BURIED FIBER OPTIC CABLE

EXISTING BURIED ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING BURIED GAS

EXISTING GUARDRAIL

SETBACK BOUNDARY

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING UTILITY GUY WIRE

EXISTING SIGN POST

EXISTING TELEPHONE PEDESTAL

PLAN SHEET OUTLINE23

ABBREVIATION LEGEND

· CMP CORRUGATED METAL PIPE

· EX. EXISTING

· LF LINEAR FEET

· M.J. MECHANICAL JOINT PIPE CONNECTION

· PROP. PROPOSED

· PSI POUNDS PER SQUARE INCH (PRESSURE)

· PVC POLYVINYL CHLORIDE PIPE

· RCP REINFORCED CONCRETE PIPE

· STA STATION NUMBER

· TYP TYPICAL

GENERAL CONSTRUCTION NOTES:

1. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS;

CURRENT EDITION; THE ROAD AND BRIDGE STANDARDS; CURRENT EDITION; THE WORK AREA PROTECTION MANUAL: CURRENT EDITION; AND, AS AMENDED, BY CONTRACT PROVISIONS AND THE APPROVED

CONSTRUCTION PLAN ASSEMBLY.

2. THE EXACT LOCATION AND QUANTITY OF EXISTING UNDERGROUND UTILITIES ARE UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MISS UTILITY AND ALL EXISTING UTILITY OWNERS PRIOR TO

START OF CONSTRUCTION AND HAVE UTILITIES MARKED IN THE FIELD.

3. THESE PLANS HAVE BEEN PREPARED BASED UPON THE USE OF PUBLIC DATABASE BASE MAPPING (VGIN) SUPPLEMENTED BY A FIELD SURVEY CONDUCTED BY THE LANE GROUP, INC. OF ABINGDON, VIRGINIA.

4. EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED UPON SURVEY DATA COMPILED FOLLOWING MISS UTILITY DESIGN TICKET LOCATES, A FIELD UTILITY LOCATE MARKING

COMPLETED BY GPRS, AND EXISTING UTILITY MAPPING PROVIDED BY THE OWNER.

5. LINEAR FEET DESIGNATIONS FOR UTILITIES ARE BASED UPON HORIZONTAL PLANE SURVEY AND ARE FOR LAYOUT AND PAYMENT PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

QUANTITY OF MATERIALS REQUIRED TO CONSTRUCT THE PROPOSED WORK.

6. EXISTING UTILITY LINES SHALL BE KEPT IN SERVICE AT ALL TIMES.

7. ALL WATER CONSTRUCTION SHALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF HEALTH AND THE WYTHEVILLE REDEVELOPMENT AND HOUSING AUTHORITY. PROVIDE 48 HOURS NOTIFICATION PRIOR TO

CONSTRUCTION.

8. ALL WATER CONSTRUCTION SHALL HAVE 36" MINIMUM GROUND COVER.

9. ALL CONSTRUCTION SHALL CONFORM TO THE ENGINEER'S PLANS AND SPECIFICATIONS, AWWA, AND

VIRGINIA DEPARTMENT OF HEALTH STANDARDS.

10. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS TO PRECLUDE THE PONDING OF WATER

AND SHALL BE RESTORED TO AS NEAR AS POSSIBLE TO ORIGINAL CONDITION.

11. ALL UTILITY PIPING AND RELATED APPURTENANCES SHALL BE INSTALLED PER MATERIAL MANUFACTURER'S

SPECIFICATIONS.

12. ALL AREAS WITHIN THE PUBLIC STREET RIGHT-OF-WAY WITH SLOPES OF 3:1 OR GENTLER SHALL BE CONSIDERED TRAFFIC BEARING AREAS, AND ANY UTILITY VAULTS / MANHOLES / INLETS SHALL BE INSTALLED

WITH TRAFFIC BEARING COVERS.

13. FINAL RIM ELEVATIONS OF UTILITY APPURTENANCES LOCATED WITHIN PAVED SURFACES SHALL NOT BE

HIGHER THAN FINISHED GRADE.

14. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS NECESSARY TO PREVENT/ MINIMIZE EROSION IMMEDIATELY FOLLOWING CONSTRUCTION. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT

HANDBOOK. REFER TO THE EROSION AND SEDIMENT CONTROL NARRATIVE IN THE PROJECT

SPECIFICATIONS FOR MORE SPECIFIC INFORMATION.

15. INSPECTION AND TESTING OF ALL UTILITY TRENCH BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF VDOT'S MOST CURRENT EDITION OF ROAD AND BRIDGE SPECIFICATIONS.

16. A LICENSED GEOTECHNICAL ENGINEER (OR CERTIFIED TECHNICIAN UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER) SHALL BE PROVIDED BY THE CONTRACTOR TO DOCUMENT AND CONFIRM THAT

UTILITY BACKFILL COMPACTION COMPLIES WITH THE SPECIFICATIONS.

17. SHOULD EXISTING DRAINAGE PIPES BECOME SILTED AS A RESULT OF CONSTRUCTION OF THIS PROJECT, IT WILL BE THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CLEAN THE PIPES TO THE SATISFACTION

OF THE TOWN OF WYTHEVILLE.

18. ANY EXISTING DRAINAGE OR PAVEMENT STRUCTURE ON VDOT RIGHT-OF-WAY THAT IS DAMAGED DURING THE COURSE OF THE PERMITTED WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE TOWN OF WYTHEVILLE. REPLACEMENT SHALL BE THE SELECTED METHOD UNLESS FIELD CONDITIONS

DICTATE REPAIRS, AS APPROVED BY THE TOWN OF WYTHEVILLE.

19. THE DISTURBED AREA FOR THIS PROJECT IS ANTICIPATED TO BE MORE THAN ONE ACRE SO A VIRGINIA CONSTRUCTION STORMWATER MANAGEMENT PERMIT IS REQUIRED. IF THE CONTRACTOR DISTURBS MORE AREA THAN IS SHOWN ON THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN

EROSION AND SEDIMENT CONTROL PLAN FOR THE ADDITIONAL AREA.

20. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE WYTHEVILLE REDEVELOPMENT AND HOUSING AUTHORITY FOR APPROVAL, A TRAFFIC MANAGEMENT PLAN DETAILING THE

PROPOSED SEQUENCE OF CONSTRUCTION AND MEANS OF TRAFFIC CONTROL MEASURES TO BE

IMPLEMENTED IN ORDER TO SAFELY COMPLETE CONSTRUCTION AND MAINTAIN TRAFFIC FLOW.

21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SITE AND UTILITY CONDITIONS PRIOR TO

SUBMITTING A BID FOR THE PROJECT.

22. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL

AND SAFETY REGULATIONS.

23. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY UNDERGROUND UTILITIES, STRUCTURES, OR OTHER IMPROVEMENTS WITHIN THE LIMITS OF THE PROJECT. SHOULD A PREVIOUSLY UNKNOWN UNDERGROUND TANK BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE ANY

FURTHER EXCAVATION OR OTHER ACTION IS TAKEN.

24. CONTACT MISS UTILITY AT 1.800.552.7001 AND LOCAL UTILITY OWNERS / OPERATORS AND HAVE ALL UTILITIES MARKED AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA OF EXISTING

IMPROVEMENTS.

25. THE CONTRACTOR SHALL MARK DRAWINGS AND KEEP A RECORD OF PREVIOUSLY UNKNOWN UTILITIES ENCOUNTERED DURING CONSTRUCTION, NOTING WORKING SIZE, TYPE, DEPTH, MATERIALS, AND ANY

OTHER PERTINENT INFORMATION.

26. THE CONTRACTOR SHALL NOT BURN ANY MATERIALS NOR HAVE FIRES ON THE PROJECT SITE AT ANY TIME.

27. THE CONTRACTOR SHALL OBTAIN, AT ITS SOLE EXPENSE, ALL REQUIRED PERMITS WHICH HAVE NOT BEEN

OBTAINED BY THE OWNER.

28. THE CONTRACTOR SHALL KEEP ALL ADJACENT STREETS, SIDEWALKS, ALLEYS, AND OTHER TRAVEL-WAYS

OPEN AND SAFE FOR USE BY VEHICULAR AND PEDESTRIAN TRAFFIC.

29. ANY DAMAGE TO ROADS / STREETS, CURB, SIDEWALKS, OR OTHER IMPROVEMENTS NOT SHOWN TO BE DEMOLISHED SHALL BE REPAIRED TO ITS PRE-EXISTING CONDITION OR BETTER AT NO EXPENSE TO THE

OWNER.

30. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA DEQ STORMWATER MANAGEMENT

HANDBOOK.

31. ALL EXCAVATION AND TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND GUIDELINES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ADEQUATE EQUIPMENT AND ASSURING ALL

CONSTRUCTION ACTIVITIES ARE IN FULL COMPLIANCE WITH THE OSHA REGULATIONS.

32. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL REQUIRED TESTING SERVICES.

WATER UTILITY CONSTRUCTION NOTES:

1. THE TOWN OF WYTHEVILLE (TOWN) OWNS AND OPERATES THE EXISTING WATER AND SEWER SYSTEMS THAT

ULTIMATELY PROVIDE SERVICE TO THE WYTHEVILLE REDEVELOPMENT AND HOUSING AUTHORITY (WRHA) PROPERTY. THE WRHA CURRENTLY OWNS AND IS RESPONSIBLE FOR MAINTAINING ALL WATER AND SEWER LINES SERVING THE APARTMENTS AND RELATED FACILITIES WITHIN THE HEDGEFIELD TERRACE DEVELOPMENT.

THE INTENT OF THIS PROJECT IS TO REPLACE ALL OF THE WRHA'S EXISTING WATER MAINS AND SERVICE LINES (TO THE METERS) WITHIN THE DEVELOPMENT. FURTHER, ALL WATER CONSTRUCTION IS REQUIRED TO BE COMPLETED USING MATERIALS AND METHODS FULLY COMPLYING WITH THE TOWN OF WYTHEVILLE'S

STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.

2. ALL ON-SITE WATER LINES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA DEPARTMENT OF

HEALTH (VDH) WATERWORKS REGULATIONS.

3. ALL WATER LINES SHALL BE INSTALLED WITH GRAVEL TRENCH BEDDING AND COMPACTED BACKFILL IN ACCORDANCE WITH THE STANDARD DETAIL SHEET AND THE PIPE MANUFACTURER'S RECOMMENDATIONS.

4. PROPOSED WATER LINE MATERIALS SHALL BE AS FOLLOWS:

· 2" AND SMALLER LINES - COPPER TYPE K OR HDPE DR9 CTS SERVICE TUBING. COMPRESSION JOINTS.

· 4" AND LARGER LINES - PVC C-900 DR 18 OR DUCTILE IRON 350 WORKING PRESSURE WITH MORTAR LINING. GASKETED PUSH-ON JOINTS. ALL BENDS REQUIRE DUCTILE MECHANICAL JOINT FITTINGS

WITH JOINT RESTRAINTS AND/OR CONCRETE THRUST BLOCKS.

5. ALL POTABLE WATER LINE MATERIALS SHALL BE STAMPED WITH NSF61 APPROVAL FOR USE WITH POTABLE

WATER.

6. AFTER INSTALLATION, ALL WATER LINES SHALL BE FLUSHED AND PRESSURE TESTED PRIOR TO MAKING FINAL CUSTOMER CONNECTIONS. WATER LINE PRESSURE TESTING SHALL BE CONDUCTED AT NOT LESS THAN 225 psi TEST PRESSURE FOR AT LEAST 2 HOURS AND THE MAXIMUM ALLOWABLE LEAKAGE SHALL NOT EXCEED THE

VALUE DETERMINED BY THE FORMULA:

L = [S D (P ^ 0.5) / 148,000] WHERE

L = MAX ALLOWABLE LEAKAGE, GALLONS/HOUR

S = LENGTH OF LINE BEING TESTED, FEET

D = PIPE DIAMETER, INCHES

P = TEST PRESSURE, psi

7. GATE VALVES - ALL BURIED GATE VALVES SHALL CONFORM TO AWWA C-509, BE UL LISTED, AND FM APPROVED.

VALVES SHALL BE RATED FOR 250 psi WORKING PRESSURE, HAVE MECHANICAL JOINT CONNECTIONS, NON-RISING STEM, 2" SQUARE OPERATING NUT, DUCTILE IRON BODY, EPOXY COATED, WITH RESILIENT WEDGE.

VALVES SHALL BE EQUAL TO AMERICAN FLOW CONTROL SERIES 2500 RESILIENT WEDGE GATE VALVES, INSTALLED WITH AN ADJUSTABLE 2-PIECE VALVE BOX AND COVER EQUAL TO TYLER SERIES 6850.

8. FIRE HYDRANTS - ALL FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO AWWA C-502, BE UL LISTED AND FM APPROVED. HYDRANTS SHALL BE RATED FOR 250 psi WORKING PRESSURE, HAVE MECHANICAL JOINT CONNECTIONS, 5-1/4" MAIN VALVE. HYDRANT SHALL BE FURNISHED WITH TWO 2-1/2" THREADED HOSE NOZZLES AND ONE 4-1/2" PUMPER NOZZLE. FIRE HYDRANTS SHALL BE EQUAL TO AMERICAN FLOW CONTROL MODEL B-84-B 5-1/4".

9. DURING THE CONSTRUCTION PERIOD, ALL EXISTING WATER CUSTOMERS ARE REQUIRED TO BE KEPT IN SERVICE. THE PROPOSED NE WATER MAINS ARE TO BE INSTALLED AND TESTED, THEN AFTERWARDS THE EXISTING METERS ARE TO BE RECONNECTED TO THE NEW MAINS. AFTER CUSTOMERS ARE SWITCHED OVER

TO THE NEW LINES, THE OLD LINES ARE TO BE ABANDONED IN PLACE.

10.WHEN EXISTING WATER MAINS ARE ABANDONED, EXISTING GATE VALVE BOXES, HYDRANTS, ARV'S, ETC. ARE

REQUIRED TO BE REMOVED.

11. ANY ALTERATION OR ADJUSTMENT OF METER PITS AND CONTENTS WHICH RESULT IN DAMAGE TO THE PIT, LID, METER SETTER, MIU, OR OTHER ITEMS WITHIN THE METER PIT SHALL REQUIRE REPLACEMENT AT THE

CONTRACTORS EXPENSE.

12.THE PLANS REFLECT THOSE LOCATIONS WHERE EXISTING ASPHALT STREETS/PARKING AREAS AND CONCRETE SIDEWALKS ARE ALLOWED TO BE SAW CUT AND REPLACED FOR THE PROPOSED WATER LINE INSTALLATION.

PAYMENT TO THE CONTRACTOR FOR ASPHALT AND/OR CONCRETE REPAIRS SHALL BE LIMITED TO THE

EXTENTS OF INDICATED REPAIR AREAS AS SHOWN ON THE PLANS.

PLAN SHEET INDEX:

C001 - COVER

C002 - GENERAL CONSTRUCTION NOTES & LEGEND

C101 - OVERALL WATER LINE REPLACEMENT

C102 - ENLARGED WATER LINE REPLACEMENT

C103 - ENLARGED WATER LINE REPLACEMENT

C104 - ENLARGED WATER LINE REPLACEMENT

C201 - WATER LINE 101 PROFILE

C202 - WATER LINES 102 & 103 PROFILES

C203 - WATER LINES 104 & 105 PROFILES

C301 - EROSION & SEDIMENT CONTROL MEASURES

C302 - EROSION & SEDIMENT CONTROL MEASURES

C303 - EROSION & SEDIMENT CONTROL MEASURES

C401 - STANDARD CONSTRUCTION DETAILS & NOTES

C402 - STANDARD CONSTRUCTION DETAILS & NOTES

C403 - STANDARD CONSTRUCTION DETAILS & NOTES

C501 - EROSION & SEDIMENT CONTROL DETAILS & NOTES

C502 - EROSION & SEDIMENT CONTROL DETAILS & NOTES

SPECIAL NOTES REGARDING EXISTING UTILITIES:

1. DURING DESIGN OF THE PROJECT, THE ENGINEER REQUESTED DESIGN LOCATES THROUGH MISS UTILITY. THE

LOCATE TICKET INFORMATION IS PROVIDED. IN ESSENCE, THE PARTICIPATING UTILITY COMPANIES DID NOT FIELD LOCATE FACILITIES ON THE WYTHEVILLE REDEVELOPMENT AND HOUSING AUTHORITY (WRHA) PROPERTY AS THEY MAINTAINED THAT EXISTING UTILITIES ON WRHA PROPERTY ARE THE RESPONSIBILITY OF WRHA.

2. WRHA DID NOT HAVE AS-BUILT PLANS FOR ANY OF THE UTILITIES LOCATED ON THE SITE, SO NO UTILITIES

WERE MARKED.

3. THE TOWN OF WYTHEVILLE INDICATED THAT IT DOES NOT OWN OR MAINTAIN ANY WATER AND/OR SEWER FACILITIES WITHIN THE HEDGEFIELD DEVELOPMENT OTHER THAN THE 8" WATER MAIN RUNNING ADJACENT TO THE NORTHERN PROPERTY LINE AND ALL OF THE INDIVIDUAL WATER METER ASSEMBLIES. LOCATION OF EXISTING WATER AND SEWER LINES SHOWN ON THE PLAN SHEETS ARE BASED UPON FIELD SURVEY LOCATION

OF VISIBLE STRUCTURES.

4. AMERICAN ELECTRIC POWER INDICATED THAT THEY DO NOT OWN ELECTRIC LINES WITHIN THE HEDGEFIELD DEVELOPMENT. EXISTING CUSTOMER SERVICE METERS, TRANSFORMER PADS, AND LIGHT POSTS SHOWN ON THE PLAN SHEETS ARE BASED UPON FIELD SURVEY LOCATION OF VISIBLE STRUCTURES. UNDERGROUND ELECTRIC LINES SHOWN ON THE PLAN SHEETS WERE NOT MARKED AND ARE ASSUMED. THESE UNDERGROUND ELECTRIC LINE LOCATIONS ARE NOT GUARANTEED AND ARE PROVIDED TO ALERT THE CONTRACTOR THAT

UNDERGROUND ELECTRIC LINES ARE SERVING THESE FACILITIES AND MAY BE ENCOUNTERED.

5. ATMOS ENERGY INDICATED THAT THEY DO NOT OWN GAS LINES WITHIN THE HEDGEFIELD DEVELOPMENT.

EXISTING CUSTOMER SERVICE METERS SHOWN ON THE PLAN SHEETS ARE BASED UPON FIELD SURVEY LOCATION OF VISIBLE STRUCTURES. UNDERGROUND GAS LINES SHOWN ON THE PLAN SHEETS WERE NOT MARKED AND ARE ASSUMED. THESE UNDERGROUND GAS LINE LOCATIONS ARE NOT GUARANTEED AND ARE PROVIDED TO ALERT THE CONTRACTOR THAT UNDERGROUND GAS LINES ARE SERVING THESE FACILITIES AND

MAY BE ENCOUNTERED.

6. DUE TO THE LACK OF EXISTING MARKOUTS PROVIDED BY EXISTING UTILITY COMPANIES AS PART OF THE MISS UTILITY LOCATING PROCESS, THE OWNER ENGAGED A PRIVATE UTILITY LOCATOR COMPANY (GPRS) TO FIELD LOCATE AND MARK UNDERGROUND UTILITIES IN THE PROPOSED WORK AREAS. THE PLANS HAVE BEEN PREPARED TO INCORPORATE THE GPRS LOCATES TO THE EXTENT PRACTICAL. A COPY OF THE GPRS FINAL

REPORT IS INCLUDED IN THE PROJECT SPECIFICATIONS MANUAL.

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DESIGN BY:

PLAN DATE:

REVISIONS: 11MAY2026

CHECKED BY:

JURISDICTIONAL PLAN NO.

SHEET NUMBER:

ENGINEER:

RDA PLAN NO.

E W

E R

, V

01JAN2026

MSA

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RKH

311.LG02543.000

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C O

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PEPPER

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HEDGEFIELD LN

HEDGEFIELD TERRACE LN

HEDGEFIELD LN

APPROX. PROPERTY

BOUNDARY -

16.78 ACRES

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REVISIONS: 11MAY2026

CHECKED BY:

JURISDICTIONAL PLAN NO.

SHEET NUMBER:

ENGINEER:

RDA PLAN NO.

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, V

01JAN2026

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SCALE IN FEET

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C102

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EX. SEWER MANHOLE RIM:2365.32 INV IN:2360.54 4" PVC INV OUT:2359.51 8" PVC

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EX. SEWER MANHOLE RIM:2375.30 INV IN:2369.83 - 8" PVC INV OUT:2369.57 - 8" PVC

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EX. SEWER MANHOLE RIM:2383.78 INV IN:2376.77 - 8" PVC INV OUT:2376.45 - 8" PVC

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EX. SEWER MANHOLE RIM:2385.97 INV IN:2382.55 - 4" PVC INV OUT:2381.18 - 8" PVC

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EX. SEWER MANHOLE RIM:2382.59 INV IN:2378.22 - 8" PVC INV OUT:2377.74 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2389.30 INV IN:2379.70 - 8" PVC INV IN:2384.60 - EX. DROP INV OUT:2379.11 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2393.45 INV IN:2389.65 - 4" PVC INV OUT:2387.95 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2388.21

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2388.00 INV IN:2381.40 - 8" PVC INV IN:2382.20 - 4" PVC INV IN:2381.50 - 4" PVC INV OUT:2381.23 - 8" PVC

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EX. SEWER MANHOLE RIM:2389.33

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EX. SEWER MANHOLE RIM:2352.60 INV IN:2347.16 - 8" PVC INV OUT:2346.93 - 8" PVC

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EX. SEWER MANHOLE RIM:2354.56

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EX. SEWER MANHOLE RIM:2356.60 INV IN:2351.39 - 8" PVC INV OUT:2351.31 - 8" PVC

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EX. SEWER MANHOLE RIM:2362.61 INV IN:2356.84 - 8" PVC INV OUT:2356.80 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2364.83 INV IN:2359.33 - 8" PVC INV IN:2360.34 - 4" PVC INV OUT:2359.28 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2370.40 INV IN:2365.00 - 8" PVC INV OUT:2364.97 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2353.08 INV IN:2345.90 - 8" PVC INV IN:2345.98 - 8" PVC INV OUT:2345.78 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2355.36 INV IN:2349.22 - 4" PVC INV IN:2349.17 - 4" PVC INV OUT:2348.40 - 8" PVC

AutoCAD SHX Text

EX. STORM INLET RIM:2371.91 INV:2366.45 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2380.19 INV IN:2374.67 - 15" PVC INV OUT:2373.21 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2382.54 INV IN:2375.11 - 15" PVC INV OUT:2375.05 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2382.84 INV IN:2375.86 - 4" PVC INV OUT:2375.70 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2386.80

AutoCAD SHX Text EX. STORM INLET RIM:2377.35 INV IN:2373.50 - 10" RCP INV IN:2373.63 - 4" PVC INV IN:2373.86 - 4" PVC INV OUT:2373.30 - 10" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2372.05 INV:2368.00 - 10" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2366.13 INV IN:2360.26 - 10" RCP INV OUT:2360.25 - 12" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2362.66 INV IN:2358.81 - 4" PVC INV OUT:2358.59 - 12" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2345.16 INV IN:2339.65 - 18" RCP INV OUT:2337.10 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2342.36 INV IN:2336.95 - 18" RCP INV IN:2337.30 - 4" PVC INV OUT:236.83 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2349.34 INV IN:2339.04 - 18" RCP INV IN:2343.78 - 4" PVC INV IN:2344.92 - 6" PVC INV OUT:2339.08 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2347.92 INV IN:2342.99 - 18" RCP INV IN:2342.62 - 6" PVC INV OUT:2340.26 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2355.52 INV IN:2350.54 - 15" RCP INV IN:2351.00 - 4" PVC INV IN:2350.41 - 4" PVC INV OUT:2346.22 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2371.92 INV IN:2363.73 - 18" RCP INV OUT:2363.65 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2346.61 INV IN:2342.12 - 18" RCP INV OUT:2339.74 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2350.94 INV:2344.07 - 18" RCP

AutoCAD SHX Text APPROX. ASSUMED LOCATION OF EX. GAS SERVICE LINES - ATMOS ENERGY WOULD NOT LOCATE (TYP)

AutoCAD SHX Text APPROX. ASSUMED LOCATION OF EX. UNDERGROUND ELECTRIC SERVICE TO METERS & LIGHT POSTS - AEP WOULD NOT LOCATE (TYP)

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PED

AutoCAD SHX Text

BEGIN PROP. 6" WATER LINE

101 @ STA.0+00 W/ 6" TAPPING

VALVE & SLEEVE - CONNECT

TO EX. 8" WATER LINE

BEGIN PROP. 2" WATER

LINE 102 @ STA.0+00 W/ 2"

GATE VALVE - CONNECT TO

PROP. 6" WATER LINE 101

END PROP. 2" WATER LINE

102 @ STA.1+42 W/

BLOWOFF VALVE ASSEMBLY

PROP. 6"

WATER LINE 101

BEGIN PROP. 6" WATER LINE 103 @

STA.0+00 W/ 6" GATE VALVE - CONNECT

TO PROP. 6" WATER LINE 101

BEGIN PROP. 6" WATER

LINE 104 @ STA.0+00

W/ 6" GATE VALVE

END PROP. 6" WATER LINE

103 @ STA.2+80 W/ FIRE

HYDRANT ASSEMBLY

PROP. 6"

WATER LINE 104

PROP. 6"

WATER LINE 103

PROP. 2"

WATER LINE 102

BEGIN PROP. 6" WATER

LINE 105 @ STA.0+00 W/ 6"

GATE VALVE - CONNECT TO

PROP. 6" WATER LINE 101

PROP. 6"

WATER LINE 101

PEPPERS FERRY RD

L N

HEDGEFIELD TERRACE LN

APPROX. PROPERTY

BOUNDARY -

16.78 ACRES

EX. 8" WATER LINE TO

REMAIN IN SERVICE -

TOWN OF WYTHEVILLE

EX. 8" WATER LINE TO

REMAIN IN SERVICE

CUT/CAP/PLUG EX. 6" WATER

LINE AFTER NEW LINE IS PLACED

IN SERVICE & ALL CUSTOMERS

ARE SWITCHED OVER

AFTER NEW WATER LINES ARE INSTALLED &

ALL CUSTOMERS ARE SWITCHED OVER, EX.

WATER MAINS ARE TO BE ABANDONED IN

PLACE - REMOVE EX. VALVE BOX COVERS,

SAW CUT, & PATCH ASPHALT (TYP)

SAW CUT & PATCH

ASPHALT FOR WATER

LINE INSTALLATION (TYP)

PROP. 6"

GATE VALVE

PROP. 6"

GATE VALVE

PROP. 6"

GATE VALVE

PROP. 6"

GATE VALVE

REMOVE EX. FIRE

HYDRANT ASSEMBLY

PROP. FIRE

HYDRANT ASSEMBLY

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. ASSUMED LOCATION

OF EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

REMOVE EX. VALVE

BOX COVERS &

PATCH ASPHALT

REMOVE EX. VALVE

BOX COVERS &

PATCH ASPHALT

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

(TYP EACH LOCATION)

50 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

(TYP EACH LOCATION)

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

50 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL

3/4" BALL VALVE & 3/4" SERVICE

LINE TO EACH METER

35 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL 3/4"

BALL VALVE & 3/4" SERVICE LINE TO

EACH METER (TYP EACH LOCATION)

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

55 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

55 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL

3/4" BALL VALVE & 3/4" SERVICE

LINE TO EACH METER

25 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL

3/4" BALL VALVE & 3/4" SERVICE

LINE TO EACH METER

50 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

45 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

25 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL 3/4"

BALL VALVE & 3/4" SERVICE LINE TO

EACH METER (TYP EACH LOCATION)

50 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL 3/4"

BALL VALVE & 3/4" SERVICE LINE TO

EACH METER (TYP EACH LOCATION)

35 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL 3/4"

BALL VALVE & 3/4" SERVICE LINE TO

EACH METER (TYP EACH LOCATION)

PROP. FIRE

HYDRANT ASSEMBLY

SAW CUT & REPLACE EX.

CONCRETE SIDEWALKS AND/OR

CURB & GUTTER AS REQ'D FOR

WATER LINE REPLACEMENT (TYP)

Fi le

: H :\A

H E

E C

O U

- W

R H

- W

C T\

P R

R H

- W

E R

D W

DESIGN BY:

PLAN DATE:

REVISIONS: 11MAY2026

CHECKED BY:

JURISDICTIONAL PLAN NO.

SHEET NUMBER:

ENGINEER:

RDA PLAN NO.

E W

E R

, V

01JAN2026

MSA

EEL

RKH

311.LG02543.000

R in ke r D es ig n A ss oc ia te s, L

N or th

M ai n St re et

, G al ax , V irg in ia

Te le ph on e:

| w w w .rd ac iv il.

co m C iv il

En gi ne er in g

S ur ve yi ng

"T ur ni ng

C ha lle ng es in to O pp or tu ni tie s"

SCALE IN FEET

020 20 40 60

R G

E R

C102

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EX. SEWER MANHOLE RIM:2375.30 INV IN:2369.83 - 8" PVC INV OUT:2369.57 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2383.78 INV IN:2376.77 - 8" PVC INV OUT:2376.45 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2385.97 INV IN:2382.55 - 4" PVC INV OUT:2381.18 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2382.59 INV IN:2378.22 - 8" PVC INV OUT:2377.74 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2389.30 INV IN:2379.70 - 8" PVC INV IN:2384.60 - EX. DROP INV OUT:2379.11 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2393.45 INV IN:2389.65 - 4" PVC INV OUT:2387.95 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2388.21

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2388.00 INV IN:2381.40 - 8" PVC INV IN:2382.20 - 4" PVC INV IN:2381.50 - 4" PVC INV OUT:2381.23 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2389.33

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2370.40 INV IN:2365.00 - 8" PVC INV OUT:2364.97 - 8" PVC

AutoCAD SHX Text

EX. STORM INLET RIM:2380.19 INV IN:2374.67 - 15" PVC INV OUT:2373.21 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2382.54 INV IN:2375.11 - 15" PVC INV OUT:2375.05 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2382.84 INV IN:2375.86 - 4" PVC INV OUT:2375.70 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2386.80

AutoCAD SHX Text EX. STORM INLET RIM:2377.35 INV IN:2373.50 - 10" RCP INV IN:2373.63 - 4" PVC INV IN:2373.86 - 4" PVC INV OUT:2373.30 - 10" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2372.05 INV:2368.00 - 10" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2371.92 INV IN:2363.73 - 18" RCP INV OUT:2363.65 - 18" RCP

AutoCAD SHX Text APPROX. ASSUMED LOCATION OF EX. GAS SERVICE LINES - ATMOS ENERGY WOULD NOT LOCATE (TYP)

AutoCAD SHX Text APPROX. ASSUMED LOCATION OF EX. UNDERGROUND ELECTRIC SERVICE TO METERS & LIGHT POSTS - AEP WOULD NOT LOCATE (TYP)

AutoCAD SHX Text H

AutoCAD SHX Text Y

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PED

PROP. 6"

WATER LINE 101

PROP. 6"

WATER LINE 104

PROP. 6"

WATER LINE 103

BEGIN PROP. 6" WATER

LINE 105 @ STA.0+00 W/ 6"

GATE VALVE - CONNECT TO

PROP. 6" WATER LINE 101

PROP. 6"

WATER LINE 105

PROP. 6"

WATER LINE 101

PROP. 6"

WATER LINE 101

PROP. 6"

WATER LINE 105

PROP. 6"

WATER LINE 104

END PROP. 6" WATER LINE

104 @ STA.5+49 W/ FIRE

HYDRANT ASSEMBLY

END PROP. 6" WATER LINE

105 @ STA.5+37 W/ FIRE

HYDRANT ASSEMBLY

HEDGEFIELD TERRACE LN

PROP. 6"

GATE VALVE

PROP. 6"

GATE VALVE

PROP. FIRE

HYDRANT ASSEMBLY

REMOVE EX. FIRE

HYDRANT ASSEMBLY

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

REMOVE EX. FIRE

HYDRANT ASSEMBLY

PROP. FIRE

HYDRANT ASSEMBLY

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. LOCATION OF

EX. 8" GRAVITY SEWER

APPROX. ASSUMED LOCATION

OF EX. GAS LINES - NOT

MARKED BY ATMOS (TYP)

REMOVE EX. VALVE

BOX COVERS &

PATCH ASPHALT

REMOVE EX. FIRE

HYDRANT ASSEMBLY

55 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

55 LF 1" SERVICE LINE FROM MAIN

TO SPLITTER BOX THEN INSTALL

3/4" BALL VALVE & 3/4" SERVICE

LINE TO EACH METER 50 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

45 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

25 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

15 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

40 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

40 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

45 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

55 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

40 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

35 LF 1-1/2" SERVICE LINE FROM

MAIN TO SPLITTER BOX THEN

INSTALL 3/4" BALL VALVE & 3/4"

SERVICE LINE TO EACH METER

EX. UNDERGROUND

ELECTRIC (TYP)

EX. UNDERGROUND

COMMUNICATION (TYP)

SAW CUT & REPLACE EX.

CONCRETE SIDEWALKS AND/OR

CURB & GUTTER AS REQ'D FOR

WATER LINE REPLACEMENT (TYP)

REMOVE EX. VALVE

BOX COVERS &

PATCH ASPHALT

Fi le

: H :\A

H E

E C

O U

- W

R H

- W

C T\

P R

R H

- W

E R

D W

DESIGN BY:

PLAN DATE:

REVISIONS: 11MAY2026

CHECKED BY:

JURISDICTIONAL PLAN NO.

SHEET NUMBER:

ENGINEER:

RDA PLAN NO.

E W

E R

, V

01JAN2026

MSA

EEL

RKH

311.LG02543.000

R in ke r D es ig n A ss oc ia te s, L

N or th

M ai n St re et

, G al ax , V irg in ia

Te le ph on e:

| w w w .rd ac iv il.

co m C iv il

En gi ne er in g

S ur ve yi ng

"T ur ni ng

C ha lle ng es in to O pp or tu ni tie s"

SCALE IN FEET

020 20 40 60

R G

E R

C103

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EX. SEWER MANHOLE RIM:2365.32 INV IN:2360.54 4" PVC INV OUT:2359.51 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2375.30 INV IN:2369.83 - 8" PVC INV OUT:2369.57 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2352.60 INV IN:2347.16 - 8" PVC INV OUT:2346.93 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2354.56

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2356.60 INV IN:2351.39 - 8" PVC INV OUT:2351.31 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2362.61 INV IN:2356.84 - 8" PVC INV OUT:2356.80 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2364.83 INV IN:2359.33 - 8" PVC INV IN:2360.34 - 4" PVC INV OUT:2359.28 - 8" PVC

AutoCAD SHX Text

EX. SEWER MANHOLE RIM:2370.40 INV IN:2365.00 - 8" PVC INV OUT:2364.97 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2353.08 INV IN:2345.90 - 8" PVC INV IN:2345.98 - 8" PVC INV OUT:2345.78 - 8" PVC

AutoCAD SHX Text EX. SEWER MANHOLE RIM:2355.36 INV IN:2349.22 - 4" PVC INV IN:2349.17 - 4" PVC INV OUT:2348.40 - 8" PVC

AutoCAD SHX Text

EX. STORM INLET RIM:2371.91 INV:2366.45 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2380.19 INV IN:2374.67 - 15" PVC INV OUT:2373.21 - 15" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2372.05 INV:2368.00 - 10" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2366.13 INV IN:2360.26 - 10" RCP INV OUT:2360.25 - 12" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2349.34 INV IN:2339.04 - 18" RCP INV IN:2343.78 - 4" PVC INV IN:2344.92 - 6" PVC INV OUT:2339.08 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2347.92 INV IN:2342.99 - 18" RCP INV IN:2342.62 - 6" PVC INV OUT:2340.26 - 18" RCP

AutoCAD SHX Text EX. STORM INLET RIM:2355.52 INV IN:2350.54 - 15" RCP INV IN:2351.00 - 4" PVC INV IN:2350.41 - 4" PVC INV OUT:2346.22 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2371.92 INV IN:2363.73 - 18" RCP INV OUT:2363.65 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2346.61 INV IN:2342.12 - 18" RCP INV OUT:2339.74 - 18" RCP

AutoCAD SHX Text

EX. STORM INLET RIM:2350.94 INV:2344.07 - 18" RCP

AutoCAD SHX Text APPROX. ASSUMED LOCATION OF EX. GAS SERVICE LINES - ATMOS ENERGY WOULD NOT LOCATE (TYP)

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

BLDG L

PROP. 6"

WATER LINE 105

END PROP. 6" WATER LINE

104 @ STA.5+49 W/ FIRE

HYDRANT ASSEMBLY

END PROP. 6" WATER LINE

105 @ STA.5+37 W/ FIRE

HYDRANT ASSEMBLY

END PROP. 6" WATER LINE

101 @ STA.11+33 W/ TAPPING

VALVE & SLEEVE - CONNECT

TO EX. 8" WATER LINE

APPROX. PROPERTY

BOUNDARY -

16.78 ACRES

PROP. FIRE

HYDRANT ASSEMBLY

REMOVE EX. FIRE

HYDRANT ASSEMBLY

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED IN PLACE

APPROX. LOCATION OF

EX. 6" WATER LINE TO BE

ABANDONED…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 15, 2026.