Beaver Creek Interceptor.pdf

PDF 7 MB Posted Apr 4, 2026

Attached to: BC Sewage Interceptor Replacement Project - Vermont Av to Mary St
Solicitation number: IFB-115761
Issued by: Bristol City, Virginia

About this file

Written by GovTribe AI · Apr 6, 2026

This is a technical construction plan document for the Beaver Creek Sewage Interceptor Replacement project involving the BVU Authority, City of Bristol, Virginia, and the Virginia Department of Environmental Quality. The project involves the replacement of an existing sewage interceptor line running from Vermont Avenue to Mary Street in Bristol, Virginia. The project includes the installation of gravity sewer lines, service laterals, cleanouts, utility encasements, and concrete encasements, with work encompassing approximately 500+ linear feet of sewer line replacement across multiple street segments. The bidding set was issued in January 2026, with funding provided by the Virginia Department of Environmental Quality under project number C-515657. The plans specify that the existing sewer lines are currently in service and must remain operational during construction, requiring contractors to provide and maintain temporary bypass pumping throughout the construction period.

The project documents establish comprehensive construction requirements including erosion and sediment control measures, traffic management protocols, utility coordination procedures, and compaction testing at one test per 100 linear feet of pipe installed. Special provisions require certified flaggers on-site at all times, maintenance of minimum 3-foot shoulders near pavement, and restoration of disturbed areas through seeding and stone work. All construction must comply with VDOT specifications, OSHA requirements, and Virginia Erosion and Sediment Control Handbook standards. The contractor is responsible for contacting MISS Utility at least 72 hours prior to excavation and must obtain all required permits at its sole expense. Construction must be coordinated with the BVU Authority and City of Bristol with 48 hours advance notification, and as-built plans must be provided before any highway surety bond release.

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Other files

File	Type	Posted
1 - BVU Sewage Interceptor Specifications.pdf	PDF	Apr 4, 2026
Addendum #1 - 4-3-26 BC Sewage Interceptor.pdf	PDF	Apr 4, 2026
Advertisement for Bid.pdf	PDF	Apr 4, 2026

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SHEET:

DATE:

NO. REVISION DATE

Fi le

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C R

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DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

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P no w a p ar t o f

N or th M ai n

St re et G al ax

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88BEAVER CREEK SEWAGE INTERCEPTOR

REPLACEMENT - VERMONT AVENUE TO

MARY STREET SEGMENT - BVU AUTHORITY

CITY OF BRISTOL, VIRGINIA

BIDDING SET: JANUARY 2026

OWNER:

BVU AUTHORITY

15022 LEE HIGHWAY

BRISTOL, VA 24202

PH: 1.866.835.1288

FUNDING PROVIDED BY:

VIRGINIA DEPARTMENT OF

ENVIRONMENTAL QUALITY

P.O. BOX 1105

RICHMOND, VA 23218

804.698.4000 DEQ Project No. C-515657

C001

C O

VICINITY MAP

SCALE: 1" = 1000'

PROJECT

LOCATION

ENLARGED LOCATION MAP

SCALE: 1" = 250'

GOODSO

N S

W MARY ST

E MARY ST

G JR

S T

GOODS

S T

DANVILLE AVE

OLK

WILLIAMS ST

VERMONT AVE

PORTSMOUTH AVE

MASSACHUSETTS AVE NEW

PORT AVE

OLK

DIXIE ST

SUMMIT ST

C O

S T

EASTRIDGE RD

ON S

EDMOND ST

BUCHANAN ST

FUTURE FLOW

EQ FACILITY

PROP. SEWAGE

INTERCEPTOR

CP-60d NAIL N:3397852.1353 E:10405326.4056

EL:1694.005

CP-60d NAIL N:3397877.1226

E:10405298.2071

EL:1694.353

1/2" RBR FND

N:3398268.4216

E:10404807.2148

EL:1706.760

3/8" PIN FND

N:3398260.2754

E:10405128.9599

EL:1686.762

3/8" PIN FND

N:3398247.6435 E:10405150.6660

EL:1685.143

5/8" REBAR SET

N:3398888.6070 E:10405800.3357

EL:1681.549

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

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- B

C R

R C

R \A

P R

Q B

S U

R T.

D W

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

C002

S H

N M

SHEET INDEX MAP

SCALE: 1" = 100'

GOODS

W MARY ST

E MARY ST

S T

DANVILLE AVE

WILLIAMS ST

VERMONT AVE

S T

PLAN SHEET INDEX:

C001 - COVER

C002 - PLAN SHEET LOCATION MAP & SHEET INDEX

C003 - GENERAL CONSTRUCTION NOTES & LEGENDS

C101 - EXISTING SITE CONDITIONS - FUTURE FLOW EQUALIZATION FACILITY SITE

C201 - PLAN & PROFILE SEWER LINES 101 & 102

C202 - PLAN & PROFILE SEWER LINE 101

C203 - PLAN & PROFILE SEWER LINES 101 & 103

C401 - STANDARD UTILITY CONSTRUCTION DETAILS

C402 - STANDARD UTILITY CONSTRUCTION DETAILS

C403 - STANDARD UTILITY CONSTRUCTION DETAILS

C501 - EROSION & SEDIMENT CONTROL NOTES & DETAILS

C502 - EROSION & SEDIMENT CONTROL NOTES & DETAILS

FUTURE FLOW

EQ FACILITY

EASEMENT LEGEND

PROPOSED SEWER LINE

EXISTING RIGHT-OF-WAY/PROPERTY LINE

Property Owner Tax Parcel Number

Deed Book & Page Number Type Of Easement

20'

PERMANENT

EASEMENT

40'

TEMPORARY

EASEMENT

SPECIAL NOTES (APPLIES TO ALL WORK PERFORMED ON CITY OF BRISTOL

STREET RIGHTS-OF-WAY)

1. ALL OUTRIGGERS SHALL HAVE RUBBER PADS IF PLACED ON PAVEMENT.

2. IF AN OPEN CUT IS APPROVED ON ANY PAVED ROADWAY BY THE RESIDENT ENGINEER, THE OPEN CUT AREA SHALL BE BACKFILLED WITH 21A / 21B STONE AND PATCHED WITH ASPHALT. THE AREA SHALL BE PAVED 25 FEET ON EACH SIDE OF THE OPEN CUT TO INCLUDE THE OPEN CUT AREA. NO AREA SHALL BE PAVED ON AN ANGLE AND SHALL HAVE A SMOOTH TRANSITION WITH THE EXISTING PAVEMENT. ALSO, A TEMPORARY ASPHALT PATCH SHALL BE MADE THE SAME DAY AS THE OPEN CUT. IF THE ROADWAY IS ASPHALT THE AREA

SHALL BE SAW CUT.

3. OPEN CUTS ON ANY STABILIZED ROADWAY SHALL BE BACKFILLED WITH #25/ #26 STONE AND COMPACTED.

WHEN OPEN CUTS ARE APPROVED AT LEAST ONE - HALF OF THE ROADWAY SHALL REMAIN OPEN AT ALL TIMES FOR THE TRAVELING PUBLIC UNLESS THE CONTRACTOR SECURES APPROVAL FOR STREET CLOSURE

TRAFFIC DETOUR.

4. WHERE SEWER LINES CROSS DRAINAGE CULVERTS, THE SEWER LINES MUST BE INSTALLED UNDER ALL

DRAINAGE STRUCTURES WITH A MINIMUM CLEARANCE OF 18''.

5. THE MAXIMUM PERMISSIBLE LENGTH OF OPEN SEWER LINE TRENCH AT ANY TIME SHALL BE LESS THAN 500

FEET.

6. THE CONTRACTOR SHALL HAVE CERTIFIED FLAGGERS ON THE JOB AT ALL TIMES WEARING ALL NECESSARY

SAFETY ATTIRE INCLUDING FLUORESCENT VESTS, HARD HATS AND PADDLES.

7. AT THE END OF EACH WORK DAY, THE ROADWAY SHALL BE CLEANED OF ANY MUD AND DEBRIS. THIS MAY

INCLUDE SWEEPING AND/ OR WASHING.

8. A MINIMUM OF 3 FEET SHALL BE MAINTAINED FOR SHOULDERS WHILE WORKING NEAR THE PAVEMENT.

9. APPROVED SAFETY DEVICES (BARRELS, CONES, ETC.) SHALL BE USED TO ENSURE SAFETY FOR THE

TRAVELING PUBLIC.

10. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES.

11. AT NO TIME WILL ANY AREA BE LEFT OPEN AFTER WORK HAS BEEN CONCLUDED FOR THE DAY, THIS INCLUDES

BORE PITS.

12. ANY AREAS WHICH HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE RESTORED. THIS INCLUDES

SEEDING, STONE, ETC.

13. IF THE EDGE OF THE PAVEMENT HAS BEEN BROKEN OR DAMAGED DURING THE CONSTRUCTION PROCESS, THAT AREA SHALL BE REPAIRED AND THE ENTIRE WIDTH OF THE ROADWAY FOR THE LENGTH OF THE BROKEN

OR DAMAGED PAVEMENT.

14. CITY OF BRISTOL STRUCTURES ON THE ROADWAY THAT ARE DAMAGED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER, THIS INCLUDES DAMAGES TO THE OUTLET OR INLET END OF STORM PIPES, DRAINAGE STRUCTURES, RIGHT-OF-WAY MARKERS, SIGNS, OR OTHER STREET-RELATED ITEMS.

15. ALL GUARDRAILS SHALL BE PROTECTED FROM DAMAGE. IF DURING CONSTRUCTION, THE GUARDRAIL IS DAMAGED, UNDERMINED, ETC., IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY A CERTIFIED GUARDRAIL COMPANY TO RESTORE THE GUARDRAIL TO ITS ORIGINAL STATE OR ERECT A NEW

GUARDRAIL.

16. ANY DRAINAGE STRUCTURES THAT ARE DAMAGED AT A PRIVATE ENTRANCE SHALL BE REPLACED TO MATCH EXISTING PIPE WITH A MINIMUM OF 15" PIPE. ROAD CROSSINGS ARE MINIMUM OF 18" PIPE.

17. ALL UTILITY LINES SHALL BE PLACED A MINIMUM OF 36" DEEP ON ALL PUBLIC STREET RIGHTS-OF-WAY. IF THE PLACEMENT OF THE UTILITY LINE IS IN THE EXISTING DITCH LINE, IT SHALL BE PLACED A MINIMUM OF 36"

BELOW THE BOTTOM OF THE DITCH LINE.

18. THE CITY OF BRISTOL WILL REQUIRE A SET OF "AS BUILT PLANS" BEFORE THE HIGHWAY SURETY BOND WILL

BE RELEASED.

19. AN ACCOUNTS RECEIVABLE MAY BE SET UP ON THIS PROJECT IN THE EVENT THAT IT BECOMES NECESSARY FOR CITY OF BRISTOL TO PERFORM NECESSARY REPAIRS THAT THE CONTRACTOR FAILS TO DO IN A TIMELY MANNER AND TO CITY OF BRISTOL'S SATISFACTION. UPON AWARDING OF THE CONTRACT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CITY OF BRISTOL PERMIT SPECIALIST WITH THE NAME, BILLING ADDRESS, PHONE NUMBER, AND FEDERAL TAX ID SO THE ACCOUNTS RECEIVABLE CAN BE ESTABLISHED. ADDITIONALLY, IN THE EVENT THAT ACTIONS ON THE PART OF THE CONTRACTOR MAKE IT NECESSARY FOR CITY OF BRISTOL TO ASSIGN AN INSPECTOR TO THE PROJECT, THE COSTS OF INSPECTION

AND ASSOCIATED ADDITIVES WILL BE CHARGED AGAINST THE ACCOUNTS RECEIVABLE.

20. THE PERMITTEE SHALL SEE THAT DUSTY ROAD CONDITIONS ARE KEPT TO A MINIMUM, EITHER BY THE

ADDITION OF WATER OR CALCIUM CHLORIDE AT ALL TIMES.

21. ALL ROAD CROSSINGS SEWER LINE CROSSINGS DESIGNED TO BE ENCASED SHALL BE ENCASED FROM BACK

OF SHOULDER TO BACK OF SHOULDER. THIS INCLUDES ALL LATERAL LINE CROSSINGS.

22. ALL DRIVEWAY AND MAILBOX TURNOUTS SHALL BE MAINTAINED ON A DAILY BASIS DURING CONSTRUCTION OF THE PROJECT. PAVED DRIVEWAYS SHALL BE RESTORED TO THEIR ORIGINAL STATE. ALL MAILBOXES (IF REMOVED) SHALL BE PLACED AT A HEIGHT OF 42" FROM THE GROUND TO THE BOTTOM OF THE BOX AT THE

END OF THE WORK DAY.

23. THE CONTRACTOR SHALL HAVE A CERTIFIED EROSION AND SEDIMENT CONTROL PERSON ON THE PROJECT

AT EACH WORK LOCATION DURING ANY LAND DISTURBING ACTIVITIES.

24. NO WATER, SEWER, OR GAS LINE SHALL BE PLACED WITHIN 10 FEET PARALLEL TO ANY DRAINAGE

STRUCTURE ON THE CITY OF BRISTOL RIGHT-OF-WAY.

25. IF PLACEMENT OF THE UTILITY IS ON THE SHOULDER OF THE ROADWAY, THE FINAL 10" OF THE TRENCH SHALL

BE BACKFILLED WITH #25/ #26 STONE.

26. IF PLACEMENT OF THE UTILITY IS ON THE SHOULDER OF THE ROADWAY, COMPACTION TESTING SHALL BE

PERFORMED TO 95% AND COPIES OF THE TEST FORWARDED TO THE CITY OF BRISTOL OFFICE.

27. ALL OSHA AND ENVIRONMENTAL RULES AND REGULATIONS SHALL BE ADHERED TO DURING THE

CONSTRUCTION PROJECT.

28. ALL ENVIRONMENTAL PERMITS WILL BE THE RESPONSIBILITY OF THE PERMITTEE.

29. TRAFFIC CONTROL DEVICES SHALL BE PLACED IN ACCORDANCE TO THE VIRGINIA WORK AREA PROTECTION

MANUAL; CURRENT EDITION.

30. IF CHANGES FOR THE ORIGINAL PLANS ARE MADE WHILE WORKING ON CITY OF BRISTOL RIGHT-OF-WAY, THESE CHANGES SHALL BE SUBMITTED FOR CITY OF BRISTOL APPROVAL BEFORE ANY CONSTRUCTION IS

STARTED.

31. ALL UNSUITABLE MATERIAL EXCAVATED FOR A UTILITY LINE INSTALLATION WITHIN CITY STREET

RIGHTS-OF-WAY SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIALS.

32. IF ANY APPURTENANCE IS PLACED IN THE PAVEMENT OF THE ROADWAY, IT SHALL BE PLACED A MAXIMUM OF 1/2" BELOW FINAL GRADE OF THE PAVEMENT AND IF IN THE SHOULDER OF THE ROAD, SHALL BE A MAXIMUM

OF 2" BELOW FINISHED GRADE OF THE SHOULDER.

33. ANY APPURTENANCE PLACED ABOVE GROUND LEVEL ON CITY OF BRISTOL RIGHT-OF-WAY, SHALL BE MARKED.

THE MARKER SHALL BE PLACED NEXT TO THE APPURTENANCE, A MINIMUM OF 5 FEET ABOVE GROUND AND THE TOP 4 FEET PAINTED WITH ORANGE FLUORESCENT PAINT. THE PURPOSE OF THESE MARKERS ARE TO

PREVENT DAMAGE DURING SNOW REMOVAL AND MOWING.

34. THE CONTRACTOR SHALL CLEANUP, PULL DITCHES, SEED, ETC. EVERY 1000 L.F. OF THE DISTURBED AREA.

35. NO UTILITY APPURTENANCES SHALL BE PLACED DIRECTLY IN THE DITCH LINE.

36. IN THOSE LOCATIONS WHERE PIPE WILL BE INSTALLED LONGITUDINALLY IN THE TRAVELWAY, THE PIPE SHALL

BE DUCTILE IRON MATERIAL.

GENERAL CONSTRUCTION NOTES:

1. THE EXISTING SEWER LINES THAT ARE BEING REPLACED ARE CURRENTLY IN SERVICE. THE CONTRACTOR IS

REQUIRED TO PROVIDE AND MAINTAIN TEMPORARY BYPASS PUMPING DURING THE CONSTRUCTION PERIOD IN

ORDER TO KEEP EXISTING LINES IN OPERATION.

2. ALL CONSTRUCTION WITHIN CITY OF BRISTOL STREET RIGHT-OF-WAY SHALL BE COMPLETED 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.

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

START OF CONSTRUCTION AND HAVE UTILITIES MARKED IN THE FIELD.

4. EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED UPON SURVEY INFORMATION

AND OWNER-PROVIDED UTILITY MAPS.

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

6. ALL UTILITY CONSTRUCTION SHALL BE COORDINATED WITH THE BVU AUTHORITY AND THE CITY OF BRISTOL, VIRGINIA. PROVIDE 48 HOURS NOTIFICATION PRIOR TO CONSTRUCTION.

7. 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.

8. THESE PLANS HAVE BEEN PREPARED BASED UPON THE USE OF AN AERIAL SURVEY COMPLETED BY TUCK ENGINEERING OF BIG STONE GAP, VIRGINIA AND SUPPLEMENTED BY A FIELD SURVEY COMPLETED BY

CUMBERLAND PARTNERS OF JONESVILLE, VIRGINIA.

9. ALL CONSTRUCTION SHALL CONFORM TO THE ENGINEER'S PLANS AND SPECIFICATIONS AND/OR CITY OF

BRISTOL SPECIFICATIONS AS APPLICABLE.

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 WITHIN CITY OF BRISTOL RIGHT-OF-WAY 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 WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. REFER TO THE EROSION AND SEDIMENT CONTROL NARRATIVE IN THE PROJECT SPECIFICATIONS FOR MORE SPECIFIC INFORMATION.

15. INSPECTION AND TESTING OF ALL FILL EMBANKMENTS, STORM SEWER AND UTILITY TRENCH BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF CITY OF BRISTOL'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 OBSERVE THE PLACEMENT OF ALL FILL EMBANKMENTS.

17. THE PERMITTEE SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF BACKFILL OR PAVEMENT

FOR A PERIOD OF THREE (3) YEARS AFTER COMPLETION OF WORK.

18. 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

CITY OF BRISTOL.

19. ANY EXISTING DRAINAGE OR PAVEMENT STRUCTURE ON THE CITY OF BRISTOL RIGHT-OF-WAY THAT IS DAMAGED DURING THE COURSE OF THE PERMITTED WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF CITY OF BRISTOL. REPLACEMENT SHALL BE THE SELECTED METHOD UNLESS FIELD

CONDITIONS DICTATE REPAIRS, AS APPROVED BY CITY OF BRISTOL.

20. THE DISTURBED AREA FOR THIS PROJECT IS ANTICIPATED TO BE GREATER THAN ONE ACRE. THEREFORE, THE CONTRACTOR SHALL ADHERE TO THE STORMWATER MANAGEMENT REQUIREMENTS NOTED ON THIS SHEET.

21. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO CITY OF BRISTOL 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.

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

SUBMITTING BIDS.

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

SAFETY REGULATIONS.

24. 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.

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

26. 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.

27. ALL DEMOLITION MATERIAL SHALL IMMEDIATELY BE PROPERLY CONTAINERIZED, REMOVED, TRANSPORTED FOR PROPER DISPOSITION. WASTE SOIL AND/OR ROCK MATERIALS MAY BE DISPOSED AT THE BVU AUTHORITY

CAMPUS AT 15022 LEE HIGHWAY, BRISTOL, VIRGINIA.

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

29. THE CONTRACTOR SHALL OBTAIN, AT ITS SOLE EXPENSE, ALL REQUIRED PERMITS.

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

OPEN AND SAFE FOR USE BY VEHICULAR AND PEDESTRIAN TRAFFIC.

31. 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.

32. BEFORE STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE AND RECEIVING STREAM, AS

APPLICABLE.

33. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION VIRGINIA EROSION & SEDIMENT CONTROL

HANDBOOK.

34. 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.

35. THE CONTRACTOR SHALL PROCURE AND PAY FOR TESTING SERVICES.

36. PIPE BACKFILL COMPACTION TESTS ARE REQUIRED, WITH ONE TEST PER 100 LINEAR FEET OR PIPE INSTALLED.

B/M

CIP

VESCH NUMBER/DESCRIPTIONSYMBOL

EROSION CONTROL MEASURES LEGEND

3.02 TEMPORARY CONSTRUCTION ENTRANCE

3.05 SILT FENCE

3.07 STORM DRAIN INLET PROTECTION

3.08 CULVERT INLET PROTECTION

3.12 TEMPORARY DIVERSION CHANNEL

3.13 TEMPORARY SEDIMENT TRAP

3.15 TEMPORARY SLOPE DRAIN

3.18 OUTLET PROTECTION

3.19 RIP RAP

3.23 STRUCTURAL STREAMBANK STABILIZATION

3.25 UTILITY STREAM CROSSING

3.26 DEWATERING STRUCTURE

3.20 ROCK CHECK DAM

3.31 TEMPORARY SEEDING

3.32 PERMANENT SEEDING

3.35 MULCHING

3.36 SOIL STABILIZATION BLANKETS & MATTING

SSS

USS

TSD

LEGEND

PROPOSED GRAVITY SEWER LINE

PROPOSED MANHOLE

PROPOSED SERVICE LATERAL & CLEANOUT

PROPOSED UTILITY ENCASEMENT

PROPOSED CONCRETE ENCASEMENT

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LIMITS OF DISTURBANCE

SURVEY HUB & TRAVERSE

STREAM

EXISTING FENCE

DIRECTIONAL FLOW ARROW

EXISTING TREELINE

EXISTING VEGETATION

EXISTING PAVEMENT

EXISTING GRAVEL ROAD

EXISTING RAILROAD

EXISTING GATE VALVE

EXISTING WELL

PLUG EXISTING SEWER LINE

EXISTING FIRE HYDRANT

EXISTING WATER METER

EXISTING MANHOLE

EXISTING STORM SEWER MANHOLE

EXISTING FIBER OPTIC MARKER

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 TELEPHONE CABLE

EXISTING BURIED FIBER OPTIC CABLE

EXISTING BURIED ELECTRIC

EXISTING BURIED GAS

EXISTING GUARD RAIL

SEWER LINE TO BE ABANDONED IN PLACE

OPEN CUT & OVERLAY ASPHALT

EXISTING MANHOLE TO BE DEMOLISHED & FILLED

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING SIGN POST

EXISTING TELEPHONE PEDESTAL

PLAN SHEET OUTLINE

C101

TOP ELEVATION OF FRAME

& COVER SET FLUSH WITH

GRADE

V D MH 2 WP TF

VENT DROP MH ID # WATERPROOF

MANHOLE IDENTIFICATION

STORMWATER MANAGEMENT REQUIREMENTS:

1. THIS PROJECT SHALL NOT SIGNIFICANTLY ALTER THE PREDEVELOPMENT RUNOFF CHARACTERISTICS OF THE LAND

SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION.

2. THE PROJECT SHALL BE MANAGED SUCH THAT LESS THAN ONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY

BASIS.

3. THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED SHALL BE ADEQUATELY STABILIZED ON A DAILY BASIS.

4. THE ENVIRONMENT SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED WITH THE

LAND- DISTURBING ACTIVITY.

5. THE CONSTRUCTION ACTIVITY OPERATOR SHALL DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN POLLUTION

PREVENTION MEASURES TO:

a.) MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS;

b.) MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND

OTHER MATERIALS PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER;

c.) MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND

LEAK PREVENTION AND RESPONSE PROCEDURES;

d.) PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE;

e.) PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM

RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS; AND

f.) PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT

OPERATION AND MAINTENANCE.

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R C

R \A

P R

Q B

S U

R T.

D W

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

C003

C O

R U

O N

N O

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SIGN

AutoCAD SHX Text T

AutoCAD SHX Text

TELE

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text S

<<< BEAVER CREEK <<<

Y ST

ILLIAM

S ST

NORFOLK AVE

HADDON STREET

APPROX. FEMA FIRM

FLOODWAY BOUNDARY

APPROX. FEMA FIRM

100-YEAR FLOODPLAIN

BOUNDARY - 100 YR FLOOD

ELEVATION = 1683'

<<< BEAVER CREEK <<<

Y ST

APPROX. FEMA FIRM

100-YEAR FLOODPLAIN

BOUNDARY - 100 YR FLOOD

ELEVATION = 1683'APPROX. FEMA FIRM

FLOODWAY BOUNDARY

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

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DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

SCALE IN FEET

030 30 60 120

C101

G S

C O

N D

N S

O W

E Q

TRACT 2

2.105 ACRES

0.317 ACRES TO BEACQUIRED FROM NSRR

TRACT 4

3.184 ACRES

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

4" TCP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12"TCP ABAN? ABOVE THE 12"DIP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

24" STL

AutoCAD SHX Text

24" STEEL

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8" PVC

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24" RCP

AutoCAD SHX Text

8" TCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

10" TCP INV: 1668.87

AutoCAD SHX Text D

AutoCAD SHX Text Y

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AutoCAD SHX Text

AutoCAD SHX Text D

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Y ST

ILLIAM

S ST

HADDON STREET

EX. 8" GRAVITY SEWER

TO REMAIN IN SERVICE

DEMO/REMOVE EX.

MANHOLE TO BE

ABANDONED (TYP)

OPEN

CUT ROAD

CROSSING

- PATCH

ASPHALT

EX. 8"GRAVITY SEWER

TO REMAIN IN SERVICE

EX. SEWER TO

BE ABANDONED

SSWR101-4 WP DROP

STA:2+60.86

SSWR101-3 WP

STA:2+10.63

<<< BEAVER CREEK <<<

CO CO CO

REPLACE EX. SEWER LATERAL W/ NEW 6" SERVICE

LINE INSTALLED FROM PROP. MAIN LINE TO

OUTSIDE OF EX. CUSTOMER HOME (TYP) - INSTALL

CLEANOUT @ EDGE OF R/W & AT CONNECTION

POINT TO EXISTING CUSTOMER PLUMBING (TYP)

Y ST

TWO (2) PARALLEL

24" SEWER LINES

CONCRETE ENCASE

60 LF STREAM CROSSING

DEMO/REMOVE EX.

MANHOLE TO BE

ABANDONED (TYP)

SSWR101-1 WP

STA:0+00.00

SSWR101-2 WP

STA:0+78.09

SSWR102-1

STA:0+78.67

RECONNECT EX. 8"

SEWER TO SSWR101-6

INSTALL RIP-RAP SLOPE

PROTECTION @ DISTURBED

STREAMBANKS (TYP)

FUTURE FLOW

EQUALIZATION FACILITY

FUTURE FLOW

EQUALIZATION FACILITY

FUTURE FLOW

EQUALIZATION FACILITY

EX. 24" GRAVITY SEWER LINE

TO BE ABANDONED IN PLACE

EX. 10" GRAVITY SEWER

TO REMAIN IN SERVICE

INSTALL RIP-RAP SLOPE

PROTECTION ON DISTURBED

STREAM BANKS

ELEVATIO

STATION

-0+25 0+00 1+00 2+00 2+75

LEN=50.23'

SLOPE=0.08%

DIA=42"

W P

E X.

O U

W P

D R

O P

E X.

O U

EX.

GROUND

DUCTILE IRON

REQ'D MANHOLE

TO MANHOLE

. 6

" W

CONCRETE

ENCASE 60 LF

STREAM CROSSING

ELEVATIO

STATION

0+00 0+88

W P

- 8

O U

W P

V O

U T:

. G

LEN=78.67'

SLOPE=6.14%

DIA=8"

-2

W P

- 2 x2

V O

U T:

E X.

O U

EX.

GROUND

LEN=78.09'

SLOPE=0.08%

DIA=42"

LEN=132.54'

SLOPE=0.40%

DIA=2 x 24"

LINE 101 LINE 102

. 2

4" S

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

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C R

R C

R \A

P R

Q B

W G

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

SCALE IN FEET

030 30 60 120

PLAN VIEW - SEWER LINES 101 & 102

PROFILE VIEW - SEWER LINES 101 & 102

C201

R O

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AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12"TCP ABAN? ABOVE THE 12"DIP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text

24" STL

AutoCAD SHX Text

24" STEEL

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

APPROX 6" PVC?

AutoCAD SHX Text

8" TCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" TCP

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

4" PVC

<<< BEAVER CREEK <<<

Y ST

NORFOLK AVE

40' TEMPORARY

EASEMENT

20' PERMANENT

EASEMENT

OPEN

CUT ROAD

CROSSING

- PATCH

ASPHALT

OPEN CUT &

PATCH ASPHALT

DEMO/REMOVE EX.

MANHOLE TO BE

ABANDONED (TYP)

EX. SEWER TO

BE ABANDONED

FIELD LOCATE & RECONNECT

EX. GRAVITY CUSTOMERS

TO PROP. NEW LINE -

6" LATERAL & CLEANOUT (TYP)

SSWR103-1

STA:1+13.79

SSWR101-8 WP

STA:11+25.58

SSWR101-7 WP

STA:8+67.29

SSWR101-6 WP

STA:6+86.80

SSWR101-5 WP VENT

STA:5+02.39

SSWR101-4 WP DROP

STA:2+60.86

<<< BEAVER CREEK <<<

CO CO CO CO

COCO

REPLACE EX. SEWER LATERAL W/ NEW 6" SERVICE

LINE INSTALLED FROM PROP. MAIN LINE TO

OUTSIDE OF EX. CUSTOMER HOME (TYP) - INSTALL

CLEANOUT @ EDGE OF R/W & AT CONNECTION

POINT TO EXISTING CUSTOMER PLUMBING (TYP)

CO CO

REPLACE EX. SEWER LATERAL W/ NEW 6" SERVICE

LINE INSTALLED FROM PROP. MAIN LINE TO

OUTSIDE OF EX. CUSTOMER HOME (TYP) - INSTALL

CLEANOUT @ EDGE OF R/W & AT CONNECTION

POINT TO EXISTING CUSTOMER PLUMBING (TYP)

Y ST

TS MPS

TEMP. SILT

FENCE (TYP)

TEMP. SILT

FENCE (TYP)

TEMP. CONSTRUCTION

ENTRANCE (TYP)

TS MPS

TEMP. SILT

FENCE (TYP)

DEMO/REMOVE EX.

MANHOLE TO BE

ABANDONED (TYP)

EX. LOT OWNED BY BVU

- CAN BE USED FOR

CONSTRUCTION

ACCESS & STAGING

160 LF STRUCTURAL

STREAMBANK STABILIZATION

REQ'D USING RIP-RAP

SSS

415 LF STRUCTURAL

STREAMBANK STABILIZATION

REQ'D USING RIP-RAP

EX. 24" GRAVITY SEWER LINE

TO BE ABANDONED IN PLACE

EX. 10" GRAVITY SEWER

TO REMAIN IN SERVICE

ELEVATIO

STATION

2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50

LEN=241.53'

SLOPE=0.08%

DIA=42"

W P

O U

LEN=184.41'

SLOPE=0.08%

DIA=42"

LEN=180.48'

SLOPE=0.08%

DIA=42"

W P

V O

U T:

W P

V O

U T:

LEN=258.30'

SLOPE=0.08%

DIA=42"

W P

O U

EX.

GROUND

W P

D R

O P

2" T

V O

U T:

LINE 101

DUCTILE IRON

REQ'D MANHOLE

TO MANHOLE

. G

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

W G

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

SCALE IN FEET

030 30 60 120

PLAN VIEW - SEWER LINE 101

PROFILE VIEW - SEWER LINE 101

C202

R O

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

APPROX 6" PVC?

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" STEEL

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

24" STEEL

NORFOLK AVE

<<< BEAVER CREEK <<<

REMOVE & REPLACE

EX. MANHOLE

40' TEMPORARY

EASEMENT

20' PERMANENT

EASEMENT

OPEN CUT &

PATCH ASPHALT

REPLACE EX. 24" GRAVITY

SEWER W/ NEW 42"

DEMO/REMOVE EX.

MANHOLE TO BE

ABANDONED (TYP)

ANOUT (TYP)

SSWR103-1

STA:1+13.79

SSWR101-11 WP

STA:15+57.25

SSWR101-10 VENT

STA:12+53.46

SSWR101-9 WP

STA:11+86.48SSWR101-8 WP

STA:11+25.58

SSWR101-7 WP

STA:8+67.29

CO CO

COCO

REPLACE EX. SEWER LATERAL W/ NEW 6" SERVICE

LINE INSTALLED FROM PROP. MAIN LINE TO

OUTSIDE OF EX. CUSTOMER HOME (TYP) - INSTALL

CLEANOUT @ EDGE OF R/W & AT CONNECTION

POINT TO EXISTING CUSTOMER PLUMBING (TYP)

INSTALL RIP-RAP SLOPE

PROTECTION ON DISTURBED

STREAM BANKS

CONCRETE ENCASE 67 LF

MANHOLE TO MANHOLE

- STREAM CROSSING

TS MPS

TEMP. SILT

FENCE (TYP)

TEMP. SILT

FENCE (TYP)

TS MPS

VERM

NT AVE

NORFOLK AVE

160 LF STRUCTURAL

STREAMBANK STABILIZATION

REQ'D USING RIP-RAP

SSS

42" EQUIVALENT

DIAMETER ELLIPTICAL

CONCRETE PIPE -

CONCRETE ENCASED

MANHOLE TO MANHOLE

N O

ELEVATIO

STATION

0+00 1+00 1+50

EX.

GROUND

CONCRETE ENCASE 67 LF

MANHOLE TO MANHOLE

- STREAM CROSSING

EX.

GROUND

INSTALL RIP-RAP SLOPE

PROTECTION ON DISTURBED

STREAM BANKS

LEN=113.79'

SLOPE=3.56%

DIA=8"

E X.

O U

-1

V O

U T:

ELEVATIO

STATION

11+25 12+00 13+00 14+00 15+00 15+75

W P

: 1

O U

LEN=60.90'

SLOPE=0.08%

DIA=42"

W P

V O

U T:

LEN=66.98'

SLOPE=0.08%

DIA=42" EQUIVALENT

ELLIPTICAL RCP PIPE"

LEN=303.79'

SLOPE=0.08%

DIA=42"

+5 3.

O U

W P

: 1

E X.

O U

LINE 101 LINE 103

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

W G

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

SCALE IN FEET

030 30 60 120

PLAN VIEW - SEWER LINES 101 & 103

PROFILE VIEW - SEWER LINES 101 & 103

C203

R O

AutoCAD SHX Text P

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" STEEL

AutoCAD SHX Text

24" STEEL

AutoCAD SHX Text

42" STEEL

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text S

NOTES:

1. EXCAVATE AND REMOVE EXISTING MANHOLE

FRAME, COVER AND RISER SECTION TO 24"

MINIMUM BELOW GRADE.

2. PLUG ALL PIPES INTO AND OUT OF MANHOLE

WITH GROUT.

3. BACKFILL MANHOLE INTERIOR WITH NO. 57

STONE.

4. IN PAVED LOCATIONS, POUR FLOWABLE FILL

ONTO STONE FILLER MATERIAL, FULL DEPTH.

5. BACKFILL UPPER 2' OF EXCAVATED AREA.

USE CLEAN SOIL OR GRAVEL IN GRASSED

AREAS. USE NO. 57 STONE IN PAVED AREAS.

RESURFACE TO MATCH EXISTING

CONDITIONS.MANHOLE ABANDONMENT DETAIL

NOT TO SCALE

4' MIN. 4' MIN.

2' MIN.

EX. MANHOLE TO

BE ABANDONED

PLUG EX. PIPES

W/ GROUT

EX. PIPE TO BE

ABANDONED

EX. GROUND

SURFACE VARIES

FILL MANHOLE

INTERIOR W/

NO. 57 STONE

REMOVE EX.

MANHOLE COVER &

TOP RISER SECTION

BACKFILL UPPERMOST 2

FT OF EXCAVATED AREA

& RESTORE SURFACE

B A & D

NOTES:

1. USE WATER TIGHT F&C ONLY WHEN SHOWN AS "WT", VENT REQ'D. WHEN SHOWN "V".

2. THE TOP ELEVATION OF F&C SHALL BE SET BY THE FOLLOWING CONDITIONS UNLESS NOTED ON

PLAN "TF"

A. 6" BELOW VDOT ROAD SHOULDERS

B. FLUSH W/ GRADE IN PAVEMENT OR LAWNS

C. 12"-24" ABOVE GRADE (WHEN NOT SUBLECT TO VEHICULAR TRAFFIC.)

D. 12" BELOW NORMAL DITCH ELEVATION

3. USE ECCENTRIC TAPER TOP UNLESS ELEVATIONS REQUIRE A FLAT SLAB TOP.

4. COORDINATE ANCHOR BOLT HOLE SIZE & LOCATIONS WITH MANHOLE FRAMES, GRADE RINGS

AND PRECAST MANHOLE CONE OR FLAT TOP SECTIONS. USE MASTIC BETWEEN M.H. FRAME

AND EACH GRADE RING AND EACH MANHOLE SECTION. BOLT ALL WATER TIGHT FRAMES ! BOLT

STANDARD FRAMES LOCATED IN OR IMMEDIATELY ADJACENT TO ROADWAYS OR OTHER AREAS

SUBJECT TO LATERAL FORCES. INSTALL ANCHOR BOLTS IN EPOXY GROUT OR WITH AN

ADHESIVE ANCHOR BOLT SYSTEM.

5. IF WATER TIGHT MANHOLE IS INDICATED TO BE FLUSH WITH GRADE (TF), INSTALL VENT PIPE USING FITTINGS AND ADDITIONAL PIPE AS NEEDED TO EXTEND VENT UP TO 12" (MIN.) ABOVE

THE FINISHED GRADE. PROVIDE "GOOSENECK" AND INSTALL SCREEN AT END OF PIPE ABOVE

GRADE. COORDINATE LOCATION OF VENT PIPE WITH LAND OWNER AND/OR FIELD CONDITIONS.

ALL EXPOSED PIPE ABOVE GRADE SHALL BE ULTRAVIOLET LIGHT RESISTANT.

6. WHEN CONSTRUCTING CLOSE TO EDGE OF PAVEMENT, FRAME & COVER SHALL BE ROTATED

100 % CLEAR OF PAVEMENT (AVOID PART IN AND IF POSSIBLE PART OUT)

STANDARD PRECAST MANHOLE

NOT TO SCALE

24" MANHOLE

FRAME & COVER

INSTALL MASTIC BETWEEN

M.H. FRAME AND GRADE

RINGS AND EACH JOINT

PROVIDE ANCHOR BOLTS

SIZE & SPACING AS REQ'D. BY

F & C MANUF. (3 BOLTS MIN.)

5" MIN.

SEAL ALL MANHOLE

JOINTS WITH MASTIC

GROUT INSIDE AND

OUT AS REQ'D.

1-1/2 : 12 SLOPE

INVERT SHALL BE

SHAPED IN ACCORD.

W/VDOT DETAIL IS-1

4" MIN. COMPACTED

CRUSHED STONE

OPENINGS FOR PIPES SHALL

BE PRECAST & SUPPLIED W/

FLEXIBLE CONNECTIONS PER

THE PROJECT SPECIFICATIONS

COPOLYMER

POLYPROPYLENE PLASTIC

COVERED MANHOLE STEP

(PSI-PF MANHOLE STEP BY

M.A. IND. INC. OR EQUAL)

4'-0" I.D.

UNLESS NOTED

OTHERWISE

12" MAX. REINFORCED

CONCRETE GRADE RINGS

IF REQ'D. TO MATCH GRADE

SEE NOTE NO. 2

12" TYP.

16" MAX.

TYPICAL

MARKING

MANHOLE FRAME

MANHOLE COVER

NOTE : WATERTIGHT MANHOLE

FRAME & COVER TO BE AS

DESCRIBED IN SPECIFICATIONS

OR APPROVED EQUAL.

NOTE : MANHOLE FRAME & COVER TO BE AS

DESCRIBED IN SPECIFICATIONS OR APPROVED EQUAL.

STANDARD SECTION

MANHOLE FRAME & COVER DETAILS

NOT TO SCALE

WATERTIGHT SECTION

FLEXIBLE

MASTIC

INNER COVER W/

RUBBER GASKET

HOLD DOWN BAR &

TIGHTENING SCREW

FOUR BOLTS @ 90°

CAST-IN-PLACE 4"x3/4"

BOLTS W/ DOUBLE NUTS25-1/2"

24"

36" ±

PLAN

24"

36" ±

CONCRETE-20"x20"x12"

2% MIN. SLOPE

45° BEND

STANDARD WYE

METAL CLEANOUT

FINISHED GRADE

R/W OR EASEMENT

INSTALL CLEANOUT

@ EDGE OF R/W OR

EASEMENT (TYP)

SEWER

MAIN

CAP END OF

LATERAL W/

THREADED PLUG

6" BRANCH TEE IN

MAIN - INSTALL AT

45° ANGLE

6" SERVICE

LATERAL

DEPTH AS REQ'D

TO SERVE USER

THREADED

PVC LID

SEWER SERVICE CLEANOUT ASSEMBLY

NOT TO SCALE

18" MIN. PREFERRED

SEWER LINE

NOTE: IN LOCATIONS WHERE WATER LINES CANNOT BE INSTALLED A MINIMUM OF

18" ABOVE A SEWER LINE, THE SEWER LINE SHALL BE CONSTRUCTED OF D.I. CL50

WATER LINE AND PRESSURE TESTED PRIOR TO BEING PLACED IN SERVICE, WATER

LINE JOINTS ARE TO BE LOCATED EQUIDISTANT FROM THE SEWER LINE, AND A

CONCRETE CRADLE IS TO BE POURED BETWEEN THE WATER AND SEWER LINES.

10'-0"

MINIMUM

18" MIN. PREFERRED

SEWER

LINE

WATER

LINE

SEWER

LINE 18" MINIMUM

10'

MIN.

10'

MIN.

WATER LINE

10'

MIN.

10'

MIN.

ALTERNATE CROSSING METHOD

10'

MIN.

10'

MIN.

HORIZONTAL SEPARATION

18"

MIN.

12"

MIN. WATER

LINE

SEWER

LINE

VERTICAL SEPARATION

SEWER LINE

WATER

LINE

18" MIN. PREFERRED

ALTERNATE CROSSING METHOD

WATER & SEWER CROSSING DETAILS

PREFERRED CROSSING METHOD

TYPICAL SEWER ON ROAD

RIGHT-OF-WAY

EDGE OF PAVEMENT

ENCASEMENT

WATER

LINE

VALVE BOX

IF ON PLAN

FINISHED GRADE

5'-0"

MIN.

36" MIN.

COVER

5'-0"

MIN.

EDGE OF PAVEMENT

FINISHED GRADE

WATER PIPE

RUNNING

WITH ROAD

36" MIN.

COVER

SEWER CROSSING ROAD

INVERT IN

B A & D

STANDARD INSIDE DROP MANHOLE

NOT TO SCALE

24" MANHOLE

FRAME & COVER

INSTALL MASTIC BETWEEN

M.H. FRAME AND GRADE

RINGS AND EACH JOINT

PROVIDE ANCHOR BOLTS

SIZE & SPACING AS REQ'D. BY

F & C MANUF. (3 BOLTS MIN.)

5" MIN. WALLS

SEAL ALL MANHOLE

JOINTS WITH MASTIC,

THEN GROUT INSIDE

AND OUT AS REQ'D.

INVERT SHALL BE

SHAPED IN ACCORD.

W/ VDOT DETAIL IS-1

1-1/2:12

SHELF

SLOPE

OPENINGS FOR PIPES SHALL

BE PRECAST & SUPPLIED W/

FLEXIBLE CONNECTIONS PER

THE PROJECT SPECIFICATIONS

COPOLYMER

POLYPROPYLENE PLASTIC

COVERED MANHOLE STEP

(PSI-PF MANHOLE STEP BY

M.A. IND. INC. OR EQUAL)

4'-0" I.D.

UNLESS NOTED

OTHERWISE

12" MAX. REINFORCED

CONCRETE GRADE RINGS

IF REQ'D. TO MATCH GRADE

SEE NOTE NO. 2

12" TYP.

16" MAX.

DUCTILE IRON DROP

PIPE - SAME SIZE AS

MAIN SEWER LINE

4" MIN. COMPACTED

CRUSHED STONE

PVC PIPE PLUG INSTALLED

IN END OF PIPE - SAW

PLUG IN HALF

DUCTILE IRON

ELBOW

NOTES:

1. USE WATER TIGHT F&C ONLY WHEN SHOWN AS "WT", VENT REQ'D.

WHEN SHOWN "V".

2. THE TOP ELEVATION OF F&C SHALL BE SET BY THE FOLLOWING

CONDITIONS UNLESS NOTED ON PLAN "TF"

A. 6" BELOW VDOT ROAD SHOULDERS

B. FLUSH W/ GRADE IN PAVEMENT OR LAWNS

C. 12"-24" ABOVE GRADE (WHEN NOT SUBLECT TO VEHICULAR

TRAFFIC.)

D. 12" BELOW NORMAL DITCH ELEVATION

3. USE ECCENTRIC TAPER TOP UNLESS ELEVATIONS REQUIRE A FLAT

SLAB TOP.

4. COORDINATE ANCHOR BOLT HOLE SIZE & LOCATIONS WITH

MANHOLE FRAMES, GRADE RINGS AND PRECAST MANHOLE CONE

OR FLAT TOP SECTIONS. USE MASTIC BETWEEN M.H. FRAME AND

EACH GRADE RING AND EACH MANHOLE SECTION. BOLT ALL

WATER TIGHT FRAMES ! BOLT STANDARD FRAMES LOCATED IN OR

IMMEDIATELY ADJACENT TO ROADWAYS OR OTHER AREAS

SUBJECT TO LATERAL FORCES. INSTALL ANCHOR BOLTS IN EPOXY

GROUT OR WITH AN ADHESIVE ANCHOR BOLT SYSTEM.

5. IF WATER TIGHT MANHOLE IS INDICATED TO BE FLUSH WITH GRADE

(TF), INSTALL VENT PIPE USING FITTINGS AND ADDITIONAL PIPE AS

NEEDED TO EXTEND VENT UP TO 12" (MIN.) ABOVE THE FINISHED

GRADE. PROVIDE "GOOSENECK" AND INSTALL SCREEN AT END OF

PIPE ABOVE GRADE. COORDINATE LOCATION OF VENT PIPE WITH

LAND OWNER AND/OR FIELD CONDITIONS. ALL EXPOSED PIPE

ABOVE GRADE SHALL BE ULTRAVIOLET LIGHT RESISTANT.

6. WHEN CONSTRUCTING CLOSE TO EDGE OF PAVEMENT, FRAME &

COVER SHALL BE ROTATED 100 % CLEAR OF PAVEMENT (AVOID

PART IN AND IF POSSIBLE PART OUT)

ALTERNATE VENTED MANHOLE

NOT TO SCALE

8" MIN. COMPACTED

CRUSHED STONE

1'-0"

PLACE ON UNDISTURBED

EARTH OR COMPACTED

FILL MATERIAL

MIN. 1/2 CU.YD. CONCRETE

ANCHOR AROUND BOTTOM

VENT PIPE

4" DIA. GALV.

STEEL PIPE (TYP)

PAINTED GREEN

4" FLANGED ALUMINUM SEWER VENT

CHECK VALVE W/INSECT SCREEN -

EQUAL TO WAGER COMPANY SERIES

1700 SEWER VENT CHECK VALVE

BURY MIN. 3'

DEPTH - GROUND

ELEVATION VARIES

SEAL AROUND

VENT PIPE

THROUGH MH

WATERTIGHT,

BOLT-DOWN

FRAME & COVER

BENCH

WALL

CONCRETE

INVERT

NOTE:

SEWER VENTS SHALL BE CONSTRUCTED USING

THIS DETAIL IN LOCATIONS WHERE THE REQUIRED

VENT LOCATION IS MORE THAN 5' ABOVE GRADE.

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

S U

R T.

D W

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

C401

D U

O N

U C

N D

STREAM

SECTION VIEW

EXTEND END SUPPORT

ANCHOR 36" MIN.

BEYOND OUTSIDE EDGE

OF CASING PIPE (TYP.)

CARRIER PIPE

10'± TYP.

EACH SIDE

PLAN VIEW

INTERNAL PIPE

SUPPORTS

AS REQ'D.

24" MIN. COVER BELOW STREAMBED,

IF POSSIBLE. IF LESS, TOP OF CASING

SHALL BE BELOW STREAMBED LEVEL

EXTEND END

SUPPORT ANCHOR

36" MIN. BELOW

BOTTOM OF CASING

MIN.

CARRIER PIPE

PROFILE VIEW

STREAM

STREAMTEMP. FLUME

PIPE OR PIPES

24" MIN.

COVER BELOW

STREAMBED

NON-ERODIBLE BARRIER

VDOT CLASS A

EROSION CONTROL

STONE RIP-RAP, OR

SANDBAGS

TEMPORARY DEWATERING STRUCTURE

SHALL CONFORM TO THE LATEST

VESCH STANDARD 3.26 FOR

DEWATERING STRUCTURE

REINFORCE/ PLACE EXCAVATED

WORK AREA & STREAMBANK W/

CLASS I RIP-RAP

ANCHOR CASING PIPE TO CONCRETE

W/ 3/8"x3" STAINLESS STEEL STRAP &

EMBEDDED ANCHOR BOLTS

CONTINUOUSLY WELDED STEEL CASING

PIPE OR CONCRETE ENCASEMENT -

CONTRACTOR'S OPTION

REINFORCED CONCRETE END

SUPPORT ANCHOR-STEEL

ENCASEMENT OPTION ONLY

CREEK BANK BEYOND

5' MAX.

EXCAVATED

WIDTH

TEMP. SILT

FENCE

STEEL CASING

& CARRIER PIPE

TEMP. FLUME PIPE OR PIPES

NON-ERODIBLE BARRIER VDOT

CLASS A EROSION CONTROL

STONE RIP-RAP, OR SANDBAGS TEMP FLUME

PIPE OR PIPES

EXISTING

GROUND

BACKFILL STREAMBEAD TO

ORIGINAL GRADE W/ VDOT

#5 OR # 57 WASHED STONE

REINFORCED CONCRETE END

SUPPORT ANCHOR-STEEL

ENCASEMENT OPTION ONLY

INTERNAL PIPE

SUPPORTS AS REQ'D

CONTINUOUSLY WELDED CASING

PIPE OR CONCRETE ENCASEMENT-

CONTRACTOR'S OPTION

24" MIN.

SEAL BOTH ENDS OF

CASING W/ GROUT

REINFORCE/REPLACE \

EXCAVATED WORK AREA &

STREAMBANK W/ CLASS I RIP-RAP

BACKFILL STREAMBEAD TO

ORIGINAL GTADE W/ VDOT

#5 OR #57 WASHED STONE

NOTE: THE FLUME PIPE METHOD SHALL ONLY BE AUTHORIZED BY THE ENGINEER AND ONLY AFTER THE HORIZONTAL BORE METHOD HAS BEEN ATTEMPTED AND FAILED. FLUME PIPE CROSSING METHOD TO BE USED WHEN IN-STREAM CONSTRUCTION WILL LAST 48 HOURS OR LESS & STREAM IS LESS THAN 20' WIDE.

STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS & WITH FLUME PIPE OPERATIONAL.

STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT FLOW OF STREAM. STEP 3) INSTALL TEMPORARY SILT FENCES TO CONTROL

APPROACH AREAS.

STEP 4) INSTALL FLUME PIPE & NON-ERODIBLE BARRIER.

STEP 5) DEWATER W/IN DAMMED OFF AREA INTO SEDIMENT TRAPPING DEVICE.

STEP 6) EXCAVATE TRENCH & INSTALL PIPE.

STEP 7) BACKFILL STREAMBED WITH WASHED STONE TO ORIGINAL PROFILE. STABILIZE BANKS W/ RIP-RAP. STEP 8) REMOVE BARRIER & FLUME PIPE.

STEP 9) IMMEDIATELY STABILIZE & REVEGETATE STREAM BANKS BY SEED, MULCH & STRAW.

OPEN CUT FLUME PIPE STREAM CROSSING

NOT TO SCALE

PROFILE

PLAN

DUCTILE IRON CARRIER

PIPE & CONCRETE

ENCASEMENT

BACKFILL STREAMBEAD

TO ORIGINAL GRADE W/

MATERIAL EXCAVATED

FROM STREAM

STREAM

TEMPORARY SAND OR

AGGREGATE FILL-REMOVE

FOLLOWING PIPE INSTALLATION

24" MIN. COVER

BELOW STREAMBED

WHERE POSSIBLE

NON-ERODIBLE

BARRIER

VDOT CLASS A1

EROSION CONTROL

STONE RIP-RAP, OR

SANDBAGS

TEMPORARY DEWATERING STRUCTURE

SHALL CONFORM TO THE LATEST

VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK STANDARD 3.13

GROUND

STREAM

TEMPORARY SILT FENCE

EDGE OF WATER

CREEK BANK BEYOND

STEP #2

STEP #1

REINFORCE/REPLACE

EXCAVATED WORK

AREA & STREAMBANK

W/CLASS A1 RIP-RAP

DUCTILE IRON

CARRIER PIPE

CONCRETE

ENCASEMENT

NON-ERODIBLE

BARRIER

VDOT CLASS A1

EROSION CONTROL

STONE RIP-RAP, OR

SANDBAGS

CONSTRUCTION SEQUENCE NOTES:

STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS.

STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT FLOW OF STREAM.

COMPLETE HALF OF CROSSING THEN REPEAT WITH REMAINING HALF.

STEP 3) INSTALL TEMPORARY SILT FENCES TO CONTROL APPROACH AREAS.

STEP 4) INSTALL NON-ERODIBLE BARRIER WITH FILTER CLOTH AROUND CROSSING.

STEP 5) PLACE A SAND OR COARSE AGGREGATE (NCDOT #57) FILL INSIDE BARRIER.

STEP 6) DEWATER WORK AREA INTO SEDIMENT TRAPPING DEVICE.

STEP 7) EXCAVATE TRENCH, INSTALL CARRIER PIPE & CONCRETE ENCASEMENT FROM BANK TO BARRIER.

CAP END OF CARRIER PIPE.

STEP 8) BACKFILL WITH EXCAVATED MATERIAL TO ORIGINAL PROFILE.

STEP 9) REMOVE EXCESS FILL MATERIAL.

STEP 10) REMOVE BARRIER AND FILTER FABRIC.

STEP 11) RELOCATE TO OPPOSITE SIDE OF STREAM AND REPEAT STEPS 1-7.

STEP 12) REPEAT STEPS 8-10.

STEP 13) IMMEDIATELY STABILIZE & REVEGETATE STREAM BANKS W/ SEED, MULCH, & STRAW.

COFFERDAM STREAM CROSSING - TYPICAL DETAIL

NOT TO SCALE

STEEL ENCASEMENT DETAIL

END VIEW

SPIDER TYPE PIPE

SPACERS STRAPPED

AROUND PIPE - 3 SPIDERS

MIN. PER FULL PIPE JOINT

STEEL

CASING

PIPE

STEEL

CASING

PIPE

MECHANICAL JOINT PIPE

RESTRAINTS REQ'D

THROUGH CASING (TYP)

NOTES:

1. PIPE SKIDS SHALL BE FABRICATED FROM MANUFACTURED "SPIDER-TYPE"

SPACERS.

2. PIPE SKIDS SHALL BE FIRMLY ATTACHED TO THE CARRIER PIPE TO PREVENT

PIPE DEFLECTION AND PREVENT CARRIER PIPE FROM COMING IN CONTACT

WITH CASING PIPE.

3. MULTIPLE JOINTS OF STEEL ENCASEMENT PIPE SHALL BE JOINED BY WELDING -

PIPE ALIGNMENT SHALL BE STRAIGHT AND TRUE.

4. ENCASEMENT PIPE SHALL BE USED FOR ALL VDOT UTILITY ROAD CROSSINGS,

WITH 36" MIN. COVER. THE MIN. THICKNESS FOR ENCASEMENT PIPE SHALL BE IN

ACCORDANCE WITH EP-1 OF THE LATEST EDITION OF THE VDOT ROAD AND

BRIDGE STANDARDS.

5. 3/4" AND I" SERVICE LINE ROAD CROSSINGS SHALL BE ENCLOSED USING 2"

GALVANIZED STEEL, BLACK STEEL, METALLIC ELECTRICAL CONDUIT, SCH 40

PVC, OR DR9 HDPE.

PLAN VIEW

2'-0" MIN. TYP

END OF CASING TO

EDGE OF PAVEMENT

MINIMUM CASING SIZE

CARRIER PIPE STEEL CASING PIPE MIN. WALL THICKNESS

3/4", 1" 2" PVC, SCH40 OR

SDR-13.5 0.154"

2" 4" 0.250"

4" 12" 0.250"

6" 14" 0.250"

8" 16" 0.250"

10" 18" 0.312"

12" 20" 0.312"

16" 30" 0.375"

18" 30" 0.375"

CARRIER

PIPE

SPIDER TYPE PIPE

SPACERS STRAPPED

AROUND PIPE

ENCLOSE CASING PIPE

ENDS WATERTIGHT W/

RUBBER BOOT & CLAMP

CARRIER

PIPE

PIPE BELL

JOINT

BEYOND

36" MIN. COVER

PAVED ROADWAY

SIDE VIEW

SECURE ENCASEMENT TO

ANCHOR BLOCK W/ 3" MIN.

WIDTH STAINLESS STEEL STRAP

& ANCHOR BOLTS

STEEL ENCASEMENT-

SIZED PER DETAIL

CARRIER PIPE-

SIZED PER PLANS

PROVIDE RUBBER OR

NEOPRENE CUSHION

BETWEEN STRAP &

ENCASEMENT PIPE

3,000 psi

CONCRETE

#4 REBAR @ 12" O.C.

EQUAL SPACING-3" MIN.

COVER

EMBED ANCHOR

BLOCK 24" MIN. INTO

UNDISTURBED EARTH

36" MIN. ENCASEMENT

DIAMETER 36" MIN.

" M

SEAL BOTH ENDS

OF CASING

3/4" MIN. ANCHOR BOLT-

EMBED 24" MIN. INTO

CONCRETE

SECURE ENCASEMENT TO

ANCHOR BLOCK W/ 3" MIN.

WIDTH STAINLESS STEEL

STRAP & ANCHOR BOLTS

CARRIER PIPE-

SIZED PER PLANS

3/4" MIN. ANCHOR

BOLT-EMBED 24"

MIN. INTO CONCRETE

ENCASEMENT END ANCHOR DETAIL

END VIEW

#4 REBAR @ 12" O.C.

EQUAL SPACING-3" MIN.

COVER

3,000 psi CONCRETE

24" MIN.

1. END ANCHOR BLOCKS REQUIRED ON EACH END OF

AERIAL OR BELOW-GRADE STREAM CROSSINGS.

2. EMBED ANCHOR BLOCK 24" MIN. INTO UNDISTURBED

EARTH.

3. ALTERNATE PRECAST CONCRETE ANCHOR BLOCKS

WILL BE CONSIDERED ON A CASE-BY-CASE BASIS.

MANUFACTURER SHOP DRAWING SUBMITTALS

REQUIRED FOR REVIEW AND APPROVAL.

12"

**FOR PIPE LESS THAN 12" THE TRENCH

WIDTH MAY BE 36" MAXIMUM

(FOR PIPES LESS THAN 12",

6" MIN. BOTH SIDES OF PIPE)

(FOR PIPES LESS THAN 12",

6" MIN. BOTH SIDES OF PIPE)

FINAL BACKFILL

- COMPACTED

INITIAL HAND

TAMPED

BACKFILL

(CLASS I OR II)

4" MIN. STONE

OR SAND

BEDDING

UTILITY LINE

MARKING TAPE

INITIAL HAND TAMPED

BACKFILL (CLASS III -

SUITABLE SOIL, SAND,

OR CRUSHED STONE)

FINAL BACKFILL

- COMPACTED

36" MIN.

COVER

SHAPE TRENCH

BOTTOM TO

MATCH PIPE

UTILITY LINE

MARKING TAPE

36" MIN. COVER

4" MIN.

(CLASS I OR II)

O.D./2

O.D. O.D.

O.D./2

CLASS C - FOR D.I. PIPE

UTILITY LINE BEDDING DETAILS

CLASS B - FOR PVC PIPE

O.D. + 12" MIN.**

12"

O.D. + 12" MIN.**

NOTES:

1. INSTALL STREAM CROSSING IN ACCORDANCE WITH STREAM PERMIT REQUIREMENTS.

2. DUCTILE IRON CARRIER PIPE REQUIRED THROUGH CONCRETE ENCASEMENT.

3. CONCRETE SHALL EXTEND 6" MIN. BEYOND OUTSIDE DIAMETER OF PIPE BELLS.

4. EXTEND PIPE TRENCH BOTTOM INTO BEDROCK IF PRESENT.

5. UNLESS SPECIFIED OTHERWISE, IT SHALL BE THE CONTRACTOR'S OPTION TO UTILIZE EITHER

CONCRETE ENCASEMENT OR STEEL ENCASEMENT (REFER TO ROAD BORE DETAIL) FOR ALL

OPEN CUT/ENCASED STREAM CROSSINGS.

CONCRETE ENCASEMENT DETAIL

NOT TO SCALE

BACKFILL EXCAVATED PIPE

TRENCH BACK TO ORIGINAL

STREAMBED LEVEL USING

ORIGINAL STREAMBED MATERIAL

2500psi MIN.

CONCRETE

FOUR #4 REBARS IN

CORNERS OF

CONCRETE

DUCTILE IRON

CARRIER PIPE

WATER

STREAM BOTTOM

6" MIN.

EXCAVATE PIPE

TRENCH INTO

BEDROCK IF PRESENT

2500psi MIN.

CONCRETE

FOUR #4 REBARS IN

CORNERS OF CONCRETE

STREAM BOTTOM

WATER

12" MIN. IF

AVAILABLE

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

S U

R T.

D W

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

C402

D U

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N D

10' MAX., ALL POST SPACING10' MAX.

4" MAX 3" MAX

CHAIN LINE FENCE WITH TOP RAIL

NOT TO SCALE

GATE DETAIL

NOT TO SCALE

TENSION BANDS &

STRETCHER BAR AT

EACH SIDE, (TYP. FOR

ALL GATES SHOWN)

STRAIN

POST

HINGE

END POST

LATCH

DROP ROD

6" STRAIN

POST

HINGE

8'-0" EACH GATE

12" DIA. x 12" DEEP

TENSION

BAND

FABRIC

HEIGHT

8'-0"

3" CLR.

3" MAX.

H/2

BRACE BAND RAIL

BAND

ROUND PIPE

LINE POST (TYP)

BRACE &

TRUSS BAND

BRACE

RAIL

3/8Ø

TRUSS ROD

12" DIA.

CONCRETE

BASE (TYP)

3'-0" MIN.

7 GAUGE

TENSION

WIRE

9 GAUGE HOG

RINGS (TYP)

11 GAUGE WIRE

FASTENERS

ROLL-FORMED

STEEL LINE POST

END POST

RAIL SPLICE

CORNER POST

TOP RAIL

3/8Ø

TRUSS ROD

BRACE

RAIL

TENSION

BAND &

STRETCHER

BAR

FERRULE

LINE

POST

SHEET:

DATE:

NO. REVISION DATE

Fi le

: H :\A

H E

)\2

- B

C R

R C

R \A

P R

Q B

S U

R T.

D W

DRAWN BY CHECKED BY

THE LANE GROUP INC.

PROJECT NO.

R M

O N

G M

A U

16JAN2026

MSA EEL

TLG-2017

th e LA

N E

G R

O U

P no w a p ar t o f

N or th M ai n

St re et G al ax

, V irg in ia

C403

D U

O N

U C

N D

COARSE AGGREGATE

2-10 ACRES OF DRAINAGE AREA:

FILTER CLOTH

(OPTIONAL)

VDOT #1

FLOW

CLASS I RIPRAP

(DOWNSTREAM VIEW)

2:1

COARSE AGGREGATE

2 ACRES OR LESS OF DRAINAGE AREA:

FILTER CLOTH

(OPTIONAL)

VDOT #1

FLOW

(DOWNSTREAM VIEW)

2:1

L = THE DISTANCE SUCH THAT POINTS

A AND B ARE OF EQUAL ELEVATION

A L B

ROCK CHECK DAM

VDCR STD 3.20

PROPOSED UTILITY PIPE

LIMITS OF DISTURBANCE

MAX. ALLOWABLE DISTURBED AREA

20'-0" FOR SERVICE LINES

30'-0" FOR 8" TO 24" PIPE

40'-0" FOR 24" TO 42" PIPE MIN. REQ'D TRENCH

WIDTH FOR PIPE

INSTALLATION BEDDING

GENERAL EROSION AND SEDIMENT CONTROL NOTES

1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook.

2. The plan approving authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection.

3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.

4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.

5. Any off-site areas that the contractor utilizes for borrow or disposal, other than an approved landfill or area currently covered by an approved E. & S. plan, will require an E. & S. plan and must be conducted and stabilized according to the VESC handbook. Prior to commencing these activities, the contractor shall submit a supplemental erosion control plan to the owner for review and approval by the plan approving authority.

6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority.

7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved.

8. During dewatering…

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File details come from the government source that posted it. Updated Apr 6, 2026.