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Roanoke

Salem Roanoke City

Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

VICINITY MAP

SCALE: NOT TO SCALE

SITE LOCATION

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT CITY

OF SALEM CONTRACT #: ITB 2026-001

WORK ORDER #01

LOCATION MAP

SCALE: NOT TO SCALE

CITY OF

SALEM,

VIRGINIA

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Issue Date:

04/11/2025

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

COVER SHEET

G-001

EBH JRC 11/08/24B CLIENT REVIEW

1341 Research Center Drive, Suite 2100 Blacksburg, VA 24060

540.552.5548 - www.chacompanies.com

CITY OF SALEM, VIRGINIA

SITE LOCATION

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

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1. THE "OWNER" IS THE CITY OF SALEM (CITY). THE TERMS "OWNER" AND "CITY" ARE USED INTERCHANGEABLY IN

THESE CONTRACT DOCUMENTS. THE "ENGINEER" IS CHA CONSULTING.

2. THE PLANS AND PROJECT MANUAL SHALL GOVERN THIS PROJECT; HOWEVER , IF THESE DOCUMENTS DO NOT COVER A PARTICULAR ITEM OR PORTION OF THE WORK, WESTERN VIRGINIA REGIONAL DESIGN AND CONSTRUCTION STANDARDS, LATEST EDITION, SHALL BE ADHERED TO.

3. THE PROJECT SHALL COMPLY WITH ALL GOVERNING JURISDICTION AND AGENCY STANDARDS (E.G. VDOT, VDEQ, DCR, VDH, ETC.).

4. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SAFETY AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY CODES, LAWS, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO THE OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA).

5. THE CONTRACTOR SHALL COMPLY WITH THE VIRGINIA STATE WATER WORKS REGULATIONS AND THE

VIRGINIA STATE SEWAGE COLLECTION AND TREATMENT REGULATIONS WHERE LINES CROSS.

6. PRIOR TO CONSTRUCTION IN THE RIGHT-OF-WAY, ALL APPLICABLE PERMITS FROM THE GOVERNING JURISDICTIONS AND/OR

AGENCIES MUST BE OBTAINED AND A COPY KEPT ON THE PROJECT SITE.

7. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND SHALL BE INSTALLED PRIOR TO CONSTRUCTION.

8. PRIOR TO COMMENCING WORK, THE CONTRACTOR'S CERTIFIED RESPONSIBLE LAND DISTURBER SHALL OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FOR THE PROJECT FROM THE LOCAL GOVERNING JURISDICTION AND STORMWATER

MANAGEMENT PERMIT FROM DCR (IF REQUIRED).

9. ALL REQUIRED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE

CONTRACTOR.

10. THE CONTRACTOR IS RESPONSIBLE FOR ANY CLEARING, STABILIZATION, AND SUBSEQUENT RESTORATION REQUIRED IN

ORDER TO ACCESS AREAS OF CONSTRUCTION .

11. ANY CLEARING FOR EQUIPMENT ACCESS SHALL NOT EXCEED 12' WIDTH.

12. ANY TREE STUMPS FROM CLEARING SHALL BE GROUND DOWN TO GRADE. NO GRUBBING OR STUMP REMOVAL.

13. CONTRACTOR TO PLACE CONSTRUCTION MATS WHERE CROSSING SOFT OR SATURATED AREAS AND WHERE DIRECTED BY THE OWNER.

14. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING ALL VEHICLES AND EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE STREETS ARE KEPT IN A CLEAN, MUD- AND

DUST-FREE CONDITION AT ALL TIMES.

15. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT.

16. ANY TREES GREATER THAN 2" IN DIAMETER SHALL NOT BE REMOVED WITHOUT WRITTEN PERMISSION FROM THE CITY OF SALEM.

17. A PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AT LEAST ONE (1) WEEK PRIOR TO ANY CONSTRUCTION.

18. CONTRACTOR TO NOTIFY HOMEOWNERS AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION THAT COULD IMPACT THEIR

WATER OR SEWER SERVICE IN THE VICINITY OF THEIR PROPERTY OR ACCESS DRIVEWAY.

19. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDTIONS PRIOR TO COMMENCING WORK AND SHALL NOTIFY ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

20. THE CONTRACTOR SHALL HAVE A VALID MISS UTILITY TICKET PRIOR TO EXCAVATION. CONTACT MISS UTILITY AT 1-800-552-7001.

21. EXISTING UTILITIES MAY NOT BE SHOWN OR MAY NOT BE SHOWN IN THEIR EXACT LOCATION. CONTRACTOR SHALL LOCATE ALL UTILITIES AND DETERMINE LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION TO ALLOW FOR NECESSARY ADJUSTMENTS

DUE TO CONFLICTS.

22. CONTRACTOR SHALL SURVEY ALL UTILITIES PRIOR TO CONSTRUCTION THAT COULD BE DISTURBED DURING

CONSTRUCTION.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ANY MARKED WATER AND SEWER UTILITIES THAT ARE DAMAGED

DURING CONSTRUCTION.

24. IF CONTRACTOR DAMAGES A MARKED WATER SERVICE LINE DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE THE ENTIRE

WATER SERVICE LINE FROM THE METER BACK TO THE MAIN LINE USING COPPER WATER LINE.

GENERAL NOTES

DI DUCTILE IRON PIPE

CI CAST IRON PIPE

PVC POLYVINYL CHLORIDE PIPE

PIPE MATERIAL ABBREVIATIONS

CP CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

RCP REINFORCED CONCRETE PIPE

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

GENERAL NOTES

INDEX

G-002

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 GENERAL NOTES AND INDEX

G-003 GENERAL NOTES

G-004 CONSTRUCTION NOTES

G-005 SHEET LOCATION MAP

G-006 LATERAL REHABILITATION WORKLIST

G-007 SANITARY SEWER WORKLIST

G-008 MANHOLE REHABILITATION WORKLIST

C-101 THRU C-185 MANHOLE AND SANITARY SEWER REHABILITATION SHEETS

C-501 THRU C-503 CIVIL DETAILS

C-504 RIGHT-OF-WAY WORK REQUIREMENTS

C-601 EROSION AND SEDIMENT CONTROL NARRATIVE & NOTES

C-602 EROSION AND SEDIMENT CONTROL DETAILS

INDEX OF DRAWINGS

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

Issue Date:

04/11/2025

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

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25. A MINIMUM OF 18" SEPARATION MUST BE MAINTAINED BETWEEN UTILITIES AT ALL PIPE CROSSINGS.

26. FIELD CHANGES MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO SUCH CONSTRUCTION.

27. HORIZONTAL DATUM IS VIRGINIA STATE PLANE COORDINATE SYSTEM SOUTH ZONE NAD 83. VERTICAL DATUM IS NAVD 88.

28. PARCELS SHOWN ON DRAWINGS ARE FROM GIS DATA AND MAY NOT REFLECT ACCURATE PROPERTY BOUNDARIES.

29. ALL WORK TO BE CONTAINED WITHIN THE EXISTING RIGHT OF WAY AND/OR EASEMENTS, UNLESS OTHERWISE DIRECTED.

30. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAKING AND LAYOUT OF ALL PROPOSED STRUCTURES AND IMPROVEMENTS.

31. THE CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE ACCESS TO ALL PROPERTIES DURING CONSTRUCTION AND SHALL MAINTAIN ACCESSIBILITY TO FIRE HYDRANTS AT ALL TIMES.

32. CONSTRUCTION CREWS MUST ALLOW CITY SANITATION DIVISION TRUCKS ACCESS TO SERVICE TRASH, RECYCLING, BULK, AND BRUSH FOR THE ENTIRE PROJECT AREA.

33. WORK IN THE RIGHT-OF-WAY IS TO BE PERFORMED PER VDOT AND CITY STANDARDS, AS APPLICABLE.

34. FOR PROJECTS REQUIRING TRAFFIC CONTROL IN THE CITY OF SALEM, NOTIFY THE CITY AT LEAST TWO WEEKS IN ADVANCE OF REQUIRING TRAFFIC CONTROL. CONTRACTOR SHALL CONTACT THE CITY FOR A RIGHT-OF-WAY PERMIT. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE MOST RECENT MUTCD MANUAL AND THE VDOT WORK AREA PROTECTION MANUAL UNLESS OTHERWISE

SPECIFIED BY THE CITY.

35. ALL CONTRACTOR VEHICLES SHALL HAVE AMBER SAFETY LIGHTS INSTALLED AND HAVE THE CONTRACTOR'S COMPANY LOGOS ON BOTH SIDES OF THE VEHICLE.

36. CONTRACTOR SHALL PROVIDE ANY SHORING REQUIRED TO PROTECT EXISTING FACILITIES DURING EXCAVATION FOR INSTALLATION OF PROPOSED STRUCTURES AND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING DESIGN. DESIGN SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE COMMONWEALTH OF VIRGINIA. ALL ANTICIPATED COSTS FOR

SHORING DESIGN SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID PRICE.

37. ALL EXCAVATION, INCLUDING ROCK, SHALL BE UNCLASSIFIED. NO ADDITIONAL PAYMENT WILL BE MADE FOR ROCK.

38. ALL CONNECTIONS TO EXISTING SANITARY SEWER LINES SHALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE TO THE EXISTING SEWER LINE, SHORE THE TRENCH PER OSHA

REQUIREMENTS, AND CLEAN THE EXISTING SEWER LINE PRIOR TO PERFORMING THE TAP.

39. ALTHOUGH SUCH WORK MAY NOT BE SPECIFICALLY SHOWN, THE CONTRACTOR SHALL FURNISH AND INSTALL ANY SUPPLEMENTAL OR MISCELLANEOUS ITEMS, APPURTENANCES AND DEVICES INCIDENTAL TO

OR NECESSARY FOR A SOUND AND COMPLETELY OPERATIONAL INSTALLATION.

40. SEWER LINE DISTANCES AND DIAMETERS, MANHOLE DEPTHS, AND LATERAL LOCATIONS ARE SHOWN BASED UPON BEST AVAILABLE DATA. CONTRACTORS SHALL VERIFY ALL INFORMATION IN THE FIELD.

CONTRACTORS SHALL BE PAID BASED ON ACTUAL QUANTITIES INSTALLED.

41. CONTRACTOR TO SUBMIT RED LINE DRAWINGS AND POST-REHABILITATION CCTV FOOTAGE WITH EACH PAY APPLICATION IDENTIFYING LOCATIONS OF ALL REHABILITATION INCLUDED IN THE PAY APPLICATION WITH ACTUAL INSTALLED QUANTITIES NOTED. ANY DEFECTS IDENTIFIED IN THE POST-REHABILITATION CCTV FOOTAGE MUST BE ADDRESSED TO THE OWNER'S SATISFACTION PRIOR TO

PAYMENT APPROVAL.

42. ALL DISTURBED AREAS SHALL BE RETURNED TO LIKE OR BETTER CONDITION WHETHER THEY ARE GRASSED, LANDSCAPED, GRAVELED OR OTHER. ANY DISTURBED PLANTINGS SHALL BE REPLACED BY

LIKE SPECIES.

43. ANY FENCING DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY REPLACED OR SUPPLEMENTED BY TEMPORARY FENCING TO MAINTAIN A SECURE SITE THROUGHOUT CONSTRUCTION.

UPON COMPLETION OF CONSTRUCTION ACTIVITIES, FENCING SHALL BE RESTORED TO ORIGINAL CONDITIONS.

44. THE CONTRACTOR SHALL SUPPLY THE CITY WITH CORRECT AS-BUILT PLANS BEFORE FINAL COMPLETION WILL BE GRANTED.

GENERAL NOTES

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

GENERAL NOTES

G-003

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

Issue Date:

04/11/2025 ro je ct s\

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1. THE CONTRACTOR SHALL PERFORM ALL MANHOLE CONNECTIONS. THE CORING AND BOOT INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO ACTIVATING SEWER SERVICE.

THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE AT LEAST ONE (1) DAY PRIOR TO INITIATING THE MANHOLE CONNECTION.

2. THE CONTRACTOR SHALL COORDINATE WITH CIPP, BURSTING, AND OPEN-CUT CONTRACTORS PRIOR TO REHABILITATION OF MANHOLES WITH INFLUENT OR EFFLUENT PIPES TO BE REHABILITATED.

3. PRIOR TO MANHOLE LINING REHABILITATION, CLEAN AND PREPARE INTERIOR SURFACE OF MANHOLE PER MANUFACTURER'S RECOMMENDATION.

4. PRIOR TO MANHOLE LINING REHABILITATION, COMPLETE BENCH REHABILITATION AS INDICATED ON THE PLANS AND TABLE ON SHEET G-007.

MANHOLE REHABILITATION NOTES

POINT REPAIR NOTES

CIPP LINING NOTES

SEWER LATERAL NOTES

1. ALL LATERALS MUST BE RECONNECTED IF IMPACTED BY THE POINT REPAIR.

2. SEWER PIPE MATERIAL SHALL ADHERE TO WESTERN VIRGINIA REGIONAL DESIGN AND CONTRUCTION STANDARDS UNLESS OTHERWISE INDICATED ON THE PLANS.

1. PRIOR TO CLEANING, CONTRACTOR SHALL PROVIDE AT LEAST A FORTY-EIGHT (48) HOUR NOTICE TO RESIDENTS SERVED BY THE MAIN BEING CLEANED.

2. THE CONTRACTOR MUST NOTIFY ALL HOMEOWNERS ALONG A SEWER LINE RECEIVING CIPP LINING OF THE NEED TO FILL THEIR FLOOR DRAINS WITH WATER TO KEEP ODORS FROM ENTERING THEIR HOMES.

3. CONTRACTOR SHALL VERIFY WHICH LATERALS ARE ACTIVE AND INACTIVE BY LATERAL LAUNCH OR DYE TESTING ON EACH EXISTING LATERAL.

4. CIPP LINER MAY BE PULLED THROUGH MANHOLES AND CLEANLY SAW CUT OPEN AFTER CURING. INSTALL END SEALS AS INDICATED.

1. FIELD-VERIFY EXISTING LATERAL PIPE MATERIAL BEFORE REHABILITATION.

2. LATERALS OBSERVED AT THE 12 O'CLOCK POSITION SHOULD BE VERIFIED UTILIZING TEST PITS OR LATERAL LAUNCHING PRIOR TO REHABILITATION OF LATERAL TO DETERMINE ACTUAL LENGTHS AND DIRECTION OF THE LATERALS.

3. ALL LATERALS DETERMINED TO BE ACTIVE SHALL BE LINED OR REPLACED VIA OPEN CUT AS NECESSARY AFTER SEWER MAIN LINING HAS CONCLUDED. USE OF OPEN CUT REPLACEMENT IS TO BE MINIMIZED.

4. SEWER LATERALS ARE SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO VERFIY LATERAL STATUS WITH CITY ASSISTANCE. CONTRACTOR SHALL LOCATE EXISTING ACTIVE LATERALS.

5. ANY LATERALS LINED OR REPLACED SHALL BE INSTALLED TO PROPERTY LINE WITH A CLEANOUT AND CONNECTED TO EXISTING PRIVATE LATERAL. LATERALS SHALL BE INSTALLED WITH MINIMUM COVER OF 3' AND A MINIMUM SLOPE OF 2%.

SEQUENCE OF CONSTRUCTION

1. PERFORM ALL REQUIRED CCTV INSPECTION AND SUBMIT RESULTS TO OWNER'S REPRESENTATIVE.

2. CONDUCT LATERAL INVESTIGATION TO VERIFY ALL LATERALS' ACTIVE STATUS FOR SANITARY SEWERS TO BE LINED OR BURST.

3. REHABILITATE MAIN LINE SEWER BASED ON ENGINEER'S RECOMMENDATION.

4. REINSTATE ALL VERIFIED ACTIVE LATERALS.

5. COMPLETE ALL REQUIRED TESTING FOR THE REHABILITATED MAIN LINE.

6. RENEW ACTIVE LATERALS AS INDICATED ON THE PLANS.

7. ONCE MAINLINE REHABILITATION IS COMPLETED, PERFORM MANHOLE REHABILITATION AS INDICATED IN THE PLANS.

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

CONSTRUCTION

NOTES

G-004

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

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CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

SHEET LOCATION MAP

G-005

Legend Sanitary Sewer

Rehabilitation Locations

Potential Future Work Order

Work Order #01 - CCTV

Work Order #01 - Rehabilitation

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

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CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

SANITARY SEWER

WORKLIST

G-006

SHEET UPSTREAM

MANHOLE

DOWNSTREAM

MANHOLE PIPE DIAMETER PIPE MATERIAL APPROXIMATE

LENGTH REHABILITATION

C-132 134-8 134-12 8 VCP 355.8 LINE

C-143 171-12 171-17 8 VCP 175.2 LINE

C-143 171-21 171-22 8 VCP 178.7 LINE

C-143/C-153 171-22 171-24 8 VCP 203.1 LINE

C-132 134-12 134-18 8 VCP 303 LINE

C-132 134-18 134-23 8 VCP 308.8 LINE

C-132/C-143 134-23 170-2 8 VCP 400.2 LINE

C-132 134-15 134-12 8 VCP 154.9 LINE

C-132 134-16 134-15 8 VCP 94.6 LINE

C-143/C-144 170-5 170-2 8 VCP 186.7 LINE

C-144 170-9 170-5 8 VCP 263.3 BURST

C-144/C-154 170-12 170-16 8 VCP 227.2 LINE

C-143 171-13 171-22 8 VCP 354.5 LINE

C-143 171-17 171-19 8 VCP 201.4 LINE

C-143 171-16 171-18 8 PVC 211.1 BURST

C-143 171-4 171-26 8 VCP 40.8 LINE

SHEET UPSTREAM

MANHOLE

DOWNSTREAM

MANHOLE PIPE DIAMETER PIPE MATERIAL APPROXIMATE

LENGTH

C-131 133-2 133-1 8 UNK 127.1

C-131 133-1 133-3 8 UNK 297.4

C-131/C-142 133-3 133-5 8 UNK 373.3

C-132 134-1 134-4 8 UNK 134.8

C-132 134-3 134-2 8 AC 75.3

C-132 134-2 134-5 8 UNK 309.4.

C-132 134-5 134-7 8 AC 81.4

C-132 134-9 134-10 8 AC 69.6

C-132 134-10 134-4 8 AC 361.5

C-132 134-4 134-5 8 UNK 126.4

C-132 134-14 134-13 8 UNK 130.6

C-132 134-13 134-10 8 UNK 307.1

C-132/C-143 134-17 134-13 8 UNK 295.4

C-142/C-143 133-4 133-6 8 UNK 145.4

C-142 133-6 133-5 8 UNK 123.7

C-142 133-5 133-9 8 UNK 174.3

C-142 133-9 172-2 8 UNK 108.8

C-142 172-2 172-3 8 UNK 124.8

C-142/C-143 172-3 171-5 8 UNK 132.1

C-143 171-5 171-6 8 UNK 117.4

C-143 171-6 171-7 8 UNK 124.7

C-143 171-1 134-20 8 UNK 394.8

C-143 134-20 134-21 8 UNK 93.8

C-143 134-21 171-2 8 UNK 130.9

C-143 134-22 134-19 8 UNK 193.4

C-153 171-19 171-23 8 UNK 143.8

C-153 171-23 171-25 8 UNK 270.2

C-153 171-25 173-1 8 UNK 57

C-153 173-1 173-2 8 UNK 147.6

C-153 173-2 173-3 8 UNK 226.5

C-153/C-162 173-3 173-4 8 UNK 215.7

C-154 170-16 171-24 8 UNK 178.2

C-153/C-154/C-162 174-1 173-4 8 UNK 491.3

C-162/C-163 173-4 173-5 8 UNK 304.6

C-163 173-5 174-9 8 UNK 55.3

WORK ORDER #01 - CCTV INSPECTIONS

WORK ORDER #01 - SANITARY SEWER REHABILITATION

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

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IO

N

W or kl is t.m xd

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE

REHABILITATION

WORKLIST

G-007

SHEET MANHOLE

ID

MANHOLE

DIAMETER (in.)

LOCATED IN

PAVEMENT

REPLACE

MANHOLE

WATER-

RESISTANT

FRAME AND

COVER

WATERTIGHT

FRAME AND

COVER

RESEAL

FRAME

RAISE TO

GRADE <12"

APPROXIMATE MH

LINING DEPTH

SEAL

CHIMNEY

REPAIR

CRACK/HOLE

SEAL JOINT

CONNECTION

SEAL PIPE

CONNECTION(S) CONNECTION(S) SEAL

INVERT

REBUILD

BENCH/CHANNEL

NEW

BENCH

C-132 134-12 48 X X X 6.6 X C-132 134-15 48 X X X 7.94 X C-143 134-18 48 X X 6.5 X C-144 134-23 48 X 8.56 X C-132 134-8 48 X X X 9.4 X C-144 170-5 48 X X 6.2 X C-154 170-9 48 X X 6.92 X C-153 171-16 48 X X X C-153 171-17 48 X 7.06 X C-153 171-18 48 X 4.75 X X C-153 171-19 48 X 7.3 X C-154 171-24 48 X 7.3 X C-143 171-4 48 X X X X C-154 174-1 48 X 4.74 X

WORK ORDER #01 - MANHOLE REHABILITATION

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

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IS

\F in d an d

Fi x

G -S he et s\ G

-0

L

AT

E R

AL

R

E H

AB

W or kl is t.m xd

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

LATERAL WORKLIST

G-008

SHEET UPSTREAM

MANHOLE

DOWNSTREAM

MANHOLE

HOUSE

NUMBER STREET MATERIAL TRIM

LATERAL

RECONNECT

LATERAL

REHABILITATE

LATERAL

DISTANCE

FROM US MH

C-132 134-16 134-15 445 Howard Dr VCP 1 58.5 C-132 134-15 134-12 433 Howard Dr VCP 1 82.5 C-132 134-15 134-12 439 Howard Dr PVC 1 15.6 C-132 134-15 134-12 439 Howard Dr VCP 1 10.7 C-132 134-8 134-12 403 Howard Dr VCP 1 177.5 C-132 134-8 134-12 425 Howard Dr PVC 1 312.9 C-132 134-12 134-18 366 Parkwood Ave VCP 1 118.4 C-132 134-12 134-18 434 Howard Dr VCP 1 148.8 C-132 134-12 134-18 354 Parkwood Ave VCP 1 199.2 C-132 134-12 134-18 355 Parkwood Ave PVC 1 281.5 C-132 134-12 134-18 348 Parkwood Ave PVC 1 288.2 C-132 134-18 134-23 347 Parkwood Ave PVC 1 55.9 C-132 134-18 134-23 342 Parkwood Ave PVC 1 66.0 C-132 134-18 134-23 343 Parkwood Ave PVC 1 149.4 C-132 134-18 134-23 336 Parkwood Ave PVC 1 151.2 C-132 134-18 134-23 337 Parkwood Ave VCP 1 234.7 C-132 134-18 134-23 330 Parkwood Ave PVC 1 240.5 C-132 134-23 170-2 330 Parkwood Ave VCP 1 13.2 C-132 134-23 170-2 331 Parkwood Ave VCP 1 19.2 C-143 134-23 170-2 323 Parkwood Ave VCP 1 128.6 C-143 134-23 170-2 318 Parkwood Ave VCP 1 183.0 C-143 134-23 170-2 315 Parkwood Ave VCP 1 217.6 C-143 134-23 170-2 312 Parkwood Ave VCP 1 268.2 C-143 134-23 170-2 304 Parkwood Ave PVC 1 346.7 C-143 134-23 170-2 2706 Jackson Dr PVC 1 348.7 C-144 170-9 170-5 216 Parkwood Ave VCP 1 57.1 C-144 170-9 170-5 221 Parkwood Ave VCP 1 95.4 C-144 170-9 170-5 220 Parkwood Ave VCP 1 1 145.9 C-144 170-9 170-5 227 Parkwood Ave VCP 1 1 176.3 C-144 170-9 170-5 228 Parkwood Ave VCP 1 1 226.9 C-144 170-5 170-2 236 Parkwood Ave VCP 1 24.9 C-144 170-5 170-2 235 Parkwood Ave VCP 1 47.1 C-144 170-5 170-2 2675 Jackson Dr CI 1 1 81.1

C-143/C-144 170-5 170-2 2675 Jackson Dr VCP 1 137.9 C-143 171-13 171-22 2718 Jackson Dr VCP 1 16.2 C-143 171-13 171-22 2726 Jackson Dr PVC 1 99.7 C-143 171-13 171-22 2711 Jackson Dr VCP 1 101.7 C-143 171-13 171-22 2725 Jackson Dr VCP 1 193.0 C-143 171-13 171-22 2734 Jackson Dr VCP 1 195.1 C-143 171-13 171-22 2731 Jackson Dr PVC 1 277.5 C-143 171-13 171-22 404 Westland St VCP 1 308.5 C-143 171-21 171-22 412 Westland St VCP 1 52.9 C-143 171-21 171-22 411 Westland St CI 1 54.7 C-143 171-22 171-24 2737 Jackson Dr PVC 1 53.1 C-144 171-22 171-24 2745 Jackson Dr PVC 1 144.5 C-154 170-12 170-16 203 Parkwood Ave PVC 1 1 122.8 C-154 170-12 170-16 209 Parkwood Ave CI 1 151.8 C-154 170-12 170-16 101 Keesling Ave VCP 1 204.3 C-143 171-12 171-17 465 Westland St PVC 1 81.8 C-143 171-12 171-17 460 Westland St PVC/VCP 1 109.2 C-143 171-17 171-19 457 Westland St CI 1 64.7 C-143 171-17 171-19 449 Westland St CI 1 70.2 C-143 171-16 171-18 161 Butt Hollow Rd PVC 1 189.2

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

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Fi x_

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-131

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

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IS

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R R

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Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-132

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

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5\

.0

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IS

\U

R R

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Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-142

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

Y \K

5\

.0

\D at a\ G

IS

\U

R R

_F in da nd

Fi x_

TO

1.

m xd

Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-143

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

Y \K

5\

.0

\D at a\ G

IS

\U

R R

_F in da nd

Fi x_

TO

1.

m xd

Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-144

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

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5\

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\D at a\ G

IS

\U

R R

_F in da nd

Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-153

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

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5\

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\D at a\ G

IS

\U

R R

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Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-154

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

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5\

.0

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IS

\U

R R

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Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-162

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

ro je ct s\

A N

Y \K

5\

.0

\D at a\ G

IS

\U

R R

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Fi x_

TO

1.

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Legend Sanitary Manhole Sanitary Sewer

WO 01 - Sanitary Sewer Rehabilitation Manhole Rehabilitation Proposed Cleanouts Lateral Renewal Burst CIPP Line CCTV Inspection

CITY OF

SALEM,

VIRGINIA

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING

THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEERING, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT

AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR

SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

Designed By:

JRC

Drawn By:

JRC

Project No:

60948

Scale:

AS SHOWN

Checked By:

EBH

Drawing No.:

Submittal/RevisionNo. App'd. By Date

DRAWING COPYRIGHT 2024

MANHOLE AND SANITARY

SEWER REHABILITATION

SHEETS

C-163

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

EBH JRC 11/08/24B CLIENT REVIEW

EBH JRC 02/14/25C 100% SUBMITTAL

EBH JRC 04/11/25D BID ISSUE

CIVIL DETAILS

C-501

Designed By: Checked By:

Drawing No.:

Issue Date:

Designed By: Drawn By:

Project No: Scale:

No. By DateSubmittal / Revision

058125

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

App'd.

04/11/2025

Drawing Copyright © 2023

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

CITY OF SALEM,

VIRGINIA

4'-0"

GROUT

ANNULAR SPACE

(TYP. INLET & OUTLET)

A

BUTYL MASTIC JOINT SEALER OR

GASKETS (NO MORTAR)

ADJUSTMENT RINGS IF NECESSARY

(1'-0" MAX ADJUSTMENT)

SEE FRAME & COVER DETAILS

4' STANDARD MANHOLE

FOR PIPE 15" OR SMALLER

(FOR DEPTHS UP TO 15 FEET)

S-1

A

ECCENTRIC CONE

HEIGHT VARIES

RISER

SECTIONS

HEIGHT VARIES

8" MIN

MANHOLE WITH

PRECAST INVERT

SERVICE

CONNECTION

4'-0" 5" MIN.

(TYP.)

6" MIN.

BASE

HEIGHT VARIES

2'-0"

1. WHEN USED AS SAMPLING MANHOLE FLOW SHALL PASS STRAIGHT THROUGH, i.e., 180°.

2. STEPS SHALL BE VERTICALLY ALIGNED. FIRST STEP SHALL BE WITHIN 24" OF COVER, BOTTOM STEP SHALL

BE WITHIN 24" OF BOTTOM OF MANHOLE.

3. FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH THE 2 FOOT OPENING OF THE MANHOLE

STRUCTURE AND BOLTED IN PLACE.

4. FLAT TOP MANHOLES MAY ONLY BE SUBSTITUTED WITH THE PERMISSION OF THE PARTICIPATING UTILITY.

FLAT TOP MANHOLES ARE PREFERRED IN AND AROUND STREAM OR STEEP SLOPES DUE TO ACCESSIBILITY

ISSUES.

5. FLEXIBLE JOINT MANHOLE CONNECTION SHALL BE USED AT ALL PIPE TO MANHOLE CONNECTIONS.

6. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST MANHOLE ON INSIDE OF MANHOLE. DO NOT GROUT

BOOTS.

7. WHEN REPLACING AN EXISTING MANHOLE OR INSTALLING A NEW PRECAST MANHOLE ON AN EXISTING

SEWER, A MINIMUM OF SIX FEET (6') OF EXISTING PIPE SHALL BE REMOVED AND REPLACED WITH NEW

MATERIAL ON INLET AND OUTLET OF MANHOLE.

8. MANHOLES WHERE THE INVERT IS LOWER THAN THE NORMAL GROUNDWATER ELEVATION (I.E., ALONG CREEKS, RIVERS, LOW-LYING AREAS, ETC.) SHALL HAVE A FULL EXTERIOR COATING AND JOINT WRAP

APPLIED IN ADDITION TO JOINT SEALANT. SEE NOTES 9 & 10.

9. EXTERIOR VERTICAL WALL SURFACES SHALL BE FACTORY COATED, WHERE INDICATED IN THE DESIGN

DRAWINGS.

10. MANHOLES SHALL UTILIZE AN EXTERNAL FRAME AND JOINT SEAL AT ALL JOINTS AND AT THE

FRAME/CHIMNEY INTERFACE, WHERE INDICATED IN THE DESIGN DRAWINGS.

11. FOR PIPE LARGER THAN 15 INCHES IN DIAMETER, THE MINIMUM

INSIDE DIAMETER OF THE MANHOLE SHALL BE IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS BASED ON

PIPE SIZE AND ANGLE BETWEEN INLET AND OUTLET PIPING.

12. A BEND WITHIN 36" OF MANHOLE MAY BE USED ON STEEP LINES

TO ENTER OR EXIT A MANHOLE WITH PARTICIPATING UTILITY

APPROVAL.

13. MANHOLE BASES THAT ARE REQUIRED TO BE GREATER THAN 4'

DIAMETER MAY TRANSITION TO 4' AFTER 6' VERTICAL DEPTH.

14. INSIDE DROP MANHOLE REQUIRED WHEN DISTANCE FROM

INCOMING PIPE INVERT TO MANHOLE BOTTOM EXCEEDS 24".

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

3/4" Ø SS THREADED ROD

(IF ADJUSTMENT RINGS

ARE REQUIRED)

PRECAST HOLE (TYP.)

FLEXIBLE BOOT WITH

STAINLESS STEEL

BAND (TYP.)

SECTION A-A

STONE BASE (6" MIN. DEPTH)

#57 OR EQUIVALENT

SLOPE BENCH

1/4" PER 1'-0"

PRECAST HOLE

WITH FLEXIBLE

BOOT & STAINLESS

STEEL BAND

MINIMUM SLOPE FOR

SERVICE CONNECTION

6" Ø=1/4" PER 1'-0"

1'-4" MAX.

1. STEPS SHALL BE VERTICALLY ALIGNED. FIRST STEP SHALL BE WITHIN 24" OF COVER, BOTTOM STEP

SHALL BE WITHIN 24" OF BOTTOM OF MANHOLE.

2. THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH THE 2 FOOT OPENING OF THE MANHOLE

STRUCTURE AND BOLTED IN PLACE.

3. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST MANHOLE ON INSIDE OF MANHOLE. DO NOT

GROUT BOOTS.

4. STEPS SHALL BE A MINIMUM OF 90 DEGREES FROM DROP & ALIGNED VERTICALLY.

5. 6' MINIMUM DIAMETER MANHOLE REQUIRED FOR TWO OR MORE INSIDE DROP CONNECTIONS (MAIN LINE

OR LATERAL).

6. SEE FRAME AND COVER DETAIL.

7. SEE DETAIL S-01 FOR EXTERIOR COATING AND JOINT SEAL REQUIREMENTS.

INSIDE DROP MANHOLE S-3

6" MIN. STONE BASE

#57 OR EQUIVALENT

THREADED END CAP

WITH PLUG

1" STAINLESS STEEL BAND

@24" O.C. WITH 5/8" S.S.

ANCHOR BOLTS

CUT OUT

BUTYL MASTIC JOINT SEALER

(NO MORTAR)

PVC

PVC

2'-0" CONE

ECCENTRIC

RISER

FLEXIBLE BOOT

WITH STAINLESS

STEEL BAND

ADJUSTMENT RINGS

IF NECESSARY

(1'-0" MAX. ADJUSTMENT)

SEE FRAME & COVER DETAILS

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

1'-4" Max.

3/4" Ø THREADED ROD

GALVANIZED/PLATED (IF

ADJUSTMENT RINGS ARE

REQUIRED)

MANHOLE FRAME S-4

MACHINED SURFACE

12" MAX

27 1/2" DIA

26 1/4" DIA

24" DIA

28 7/16" DIA

36" DIA

1 1/2"

5/8"

INSTALLATION DETAIL

FOR SLOPE ADJUSTMENT

APPLY CONCRETE BONDING

AGENT TO BOTTOM OF FRAME

FORM AND FILL WITH

NON-SHRINK GROUT

(VIBRATE IN PLACE)

OR USE MANHOLE

ADJUSTMENT RINGS

(1'-0" MAX. ADJUSTMENT)

ADJUSTMENT

NUT (TYP.)

FLEXIBLE FORMS

INSTALLATION DETAIL

FOR ALL FRAMES AND COVERS

ROD TO BE

FIRMLY SECURED

BY EPOXY

ADJUSTMENT RING

WHEN REQUIRED

BUTYL MASTIC

SECURE NUT

CONE

SECTION

TOP OF CONE

SECTION

3/4" GALVANIZED/PLATED

THREADED ROD AND NUTS

(4 TYP.)

3/4" STAINLESS STEEL THREADED ROD

AND NUTS (4 TYP.)

TOP OF CONE

SECTION

CONE

SECTION

1. CONCRETE ADJUSTMENT RINGS SHALL MEET H-20 LOAD RATING AND UTILIZE BUTYL MASTIC JOINT

SEALANT BETWEEN EACH RING AND FRAME AN COVER TO FORM A WATERTIGHT JOINT.

2. FRAME HEIGHT SHALL BE 4" FOR MANHOLES WITHIN OR ADJACENT TO STREAMS AND 7" IN ALL OTHER

LOCATIONS.

3. 12" MAXIMUM ADJUSTMENT USING CONCRETE GRADE RING.

4. METAL GRADE RINGS BETWEEN FRAME AND LID ARE NOT ALLOWED.

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

FRAME SECTION

4" MIN.

4" MIN.

STANDARD

MANHOLE COVERS S-5

3 1/8" 1/2"

Ø 26"

13/16" 1 1/2"

1/2"

1 3/8"

3 13/16"

9/16"

1 5/8"

I R G I N I AV W E S T E R N

1"

MACHINED SURFACE

S A

N I T A

R Y

S E W E R

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

1 1/2"

1/4" DIA.

NEOPRENE GASKET

2" LETTERS

(RECESSED

FLUSH) NON-SLIP

TEXTURE

(2) CLOSED

PICKHOLES

(2) PICKBARS

SEE DETAIL

BELOW

2" LETTERS

(RECESSED

FLUSH)

Ø 25"

O.D. OF GKT GROOVE

1/4" Ø

NEOPRENE

GASKET

.63" Ø STAINLESS

STEEL ROD

Ø 22 13/16"

SECTION VIEW

PICKBAR DETAIL

FOR PARTICIPATING UTILITIES

OTHER THAN THE WVWA,

GENERIC NON-LOGO MANHOLE

COVERS LABELED "SANITARY

SEWER" SHALL BE

SUBSTITUTED

1. MANHOLE COVERS FOR THE CITY OF SALEM WILL NOT INCLUDE THE WVWA LOGO. COVERS SHALL

HAVE "SANITARY SEWER" ONLY.

BOTTOM VIEW

OF COVER

LOCKING

MANHOLE COVERS S-5A

3 1/8" 1/2"

Ø 26"

13/16" 1 1/2"

I R G I N I AV W E S T E R N

1"

1. CAM LOCK MANHOLE COVERS SHALL BE USED WHEN SHOWN ON PLANS OR AS DIRECTED BY THE

PARTICIPATING UTILITY.

2. MANHOLE COVERS FOR THE CITY OF SALEM WILL NOT INCLUDE THE WVWA LOGO. COVERS SHALL

HAVE "SANITARY SEWER" ONLY.

MACHINED SURFACE

S A

N I T A

R Y

S E W E R

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

1 1/2"

1/4" DIA.

NEOPRENE GASKET

STOP LUGS

FOR CAM

2" LETTERS

(RECESSED

FLUSH) NON-SLIP

TEXTURE

(2) CAM BOLTS

(2) PICKBARS

SEE DETAIL

BELOW

2" LETTERS

(RECESSED

FLUSH)

Ø 25"

O.D. OF GKT GROOVE

1/4" Ø

NEOPRENE

GASKET

Ø 22 13/16"

SECTION VIEW

BOTTOM VIEW

OF COVER

FOR PARTICIPATING UTILITIES

OTHER THAN THE WVWA,

GENERIC NON-LOGO MANHOLE

COVERS LABELED "SANITARY

SEWER" SHALL BE SUBSTITUTED

LOCK LUG ASSEMBLY

RUBBER WASHER

BLT HEX 5/8-11 SS

WASHER 5/8 SS

NUT HX 5/8-11 BR NYLK

NUT HX JAM 5/8-11 SS

1935R LOCK LUG (SHORT)

SANITARY SEWER LATERAL S-6

1. TRAFFIC BEARING BOX AND LID REQUIRED IN TRAFFIC AREAS.

2. SEWER LATERAL FITTINGS SHALL BE OF SAME SDR RATING AS THE SEWER MAIN.

3. ALL PIPES SHALL BE OF SAME SIZE.

4. NO BENDS ARE ALLOWED IN THE LATERAL FROM THE MAIN TO THE CLEANOUT STACK WYE. (EXCEPT FOR DEEP

SEWER, AS SHOWN BELOW).

5. ALL MAIN LINE TAPS ON ACTIVE MAINS SHALL BE PERFORMED BY PARTICIPATING UTILITY.

6. PIPING ON PRIVATE SIDE OF CLEANOUT TO BE INSTALLED PER GOVERNING JURISDICTION REQUIREMENTS.

7. MINIMUM LATERAL SIZE: 6" MINIMUM FOR ALL SERVICES.

8. SEWER CLEANOUTS SHALL BE SAME SIZE AS SEWER LATERAL.

9. MINIMUM COVER FOR ALL SEWER LATERALS SHALL BE THREE (3') FEET.

10.PROPERTY OWNER RESPONSIBLE FOR INSTALLING CLEANOUT ON PROPERTY LINE (IN ACCORDANCE WITH THIS

DETAIL) WHEN MAINTENANCE OCCURS.

11.LOWEST SERVED FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF THREE FEET (3') ABOVE THE TOP OF THE

MAIN AT THE POINT WHERE THE SERVICE LATERAL CONNECTS TO THE MAIN.

12. WHEN CONNECTING TO EXISTING LATERAL USE FLEXIBLE COUPLING.

13.CONNECTIONS TO THE MAIN MAY BE MADE WITH A 6" BRANCH TEE OR WYE.

14. ATTEMPT TO AVOID DRIVEWAYS AND SIDEWALKS FOR CLEANOUT LOCATIONS.

RIGHT OF WAY OR LIMITS OF EASEMENTPRIVATE PROPERTY

FINISHED GRADE

CLEAN OUT BOX AND LID (SET TO

FINISHED GRADE) (TRAFFIC LOCATION)

45° WYE (TEE NOT ACCEPTABLE)

MIN. GRADE

6" Ø=1/8" PER 1'-0"

SANITARY SEWER LATERAL

FOR DEEP SEWER

SOLID GLUE CAP

ROUGH

GRADE

CLEAN-OUT STACK

(SEE NOTES #2 & #8)

MAX.45o

11.25° OR 22.5°

BEND

SEWER

MAIN

SAME AS

ABOVE

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

(SEE NOTES #2 & #13)

TEE, WYE, TEE/WYE OR

COMBINATION OF WYE & 45°

BEND FITTINGS SHALL BE

SIZED AS REQUIRED

2'-0" MIN.

2'-0" MIN.

45°MAX.

45° OR 22.5° BELL

& SPIGOT BEND

(IF NEEDED)

CLEAN-OUT TO EXTEND ABOVE GROUND

A MIN. OF 3 FEET DURING INSTALLATION

OF MAIN LINE. PLUMBER SHALL CUT

STACK TO FINISHED GRADE AS SHOWN

WHEN BUILDING SEWER IS CONNECTED

TO LATERAL

PLASTIC BODY

CLEAN-OUT & CAP (BRASS CAP)

4" MINIMUM

GRAVEL BEDDING

#57 OR EQUIVALENT

(SEE NOTE #6)

HORIZONTAL SECTION SHALL

EXTEND A MINIMUM OF 5' OR

AS DIRECTED BY THE

PARTICIPATING UTILITY

(SEE NOTE #2 & #13)

TRACER WIRE

TRACER WIRE

C-502

Designed By: Checked By:

Drawing No.:

Issue Date:

Designed By: Drawn By:

Project No: Scale:

No. By DateSubmittal / Revision

058125

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

App'd.

04/11/2025

Drawing Copyright © 2023

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

CITY OF SALEM,

VIRGINIA

NOTES:

1. FOR VCP, CONCRETE, OR CI LATERALS, ABANDONED BY CUTTING THE PIPE NEAR THE WYE OR TEE AND

INSTALLING A EXTERNAL GRIPPER PLUG WITH CONCRETE ENCASEMENT INCLUDING THE WYE OR TEE AS

DIRECTED BY THE AUTHORITY.

2. IF CONNECTION TO MAIN IS NOT WITH A WYE OR TEE (E.G., BREAK IN), AN APPROPRIATELY SIZED SADDLE WITH SHIELD AND SST BANDS MUST BE INSTALLED OVER OPENING. PLUG SADDLE WITH AN APPROVED

PLUG IN COORDINATION WITH THE AUTHORITY.

3. ANY REMAINING EXISTING LATERAL IN THE PUBLIC ROW SHALL BE EITHER REMOVED AND CAPPED OR ABANDONED BY FILLING WITH A FLOWABLE FILL. FLOWABLE FILL SHALL BE CONCRETE, SLURRY OR

APPROVED EQUAL.

4. IF LATERAL IS PVC AND APPEARS TO BE IN GOOD CONDITION, LATERAL MUST BE INSPECTED BY THE AUTHORITY USING CCTV TO CONFIRM LATERAL CONDITION, INCLUDING CONNECTION TO MAIN, IS SUITABLE FOR ABANDONMENT WITHOUT REQUIRING ADDITIONAL WORK. IF ACCEPTABLE, THE LATERAL CAN BE TERMINATED WITH A GLUED PVC CAP WITH MINIMUM SEPARATION AND ENCASEMENT AS SHOWN IN DETAIL.

5. IF LATERAL CONNECTION TO MAIN IS DEEP (GREATER THAN OR EQUAL TO 12'), LATERAL MUST BE INSPECTED BY THE AUTHORITY USING CCTV TO CONFIRM LATERAL CONDITION, INCLUDING CONNECTION TO MAIN, IS SUITABLE FOR ABANDONMENT WITHOUT REQUIRING ADDITIONAL WORK. IF ACCEPTABLE, THE LATERAL CAN BE TERMINATED WITH APPROPRIATELY SIZED EXTERNAL GRIPPER PLUG, ENCASED IN

CONCRETE AT A POINT AGREEABLE TO THE AUTHORITY.

EXISTING MAIN

EXISTING LATERAL

SANITARY LATERAL ABANDONMENT

AT EXISTING MAIN S-6A

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

LATERAL CONNECTION TO

REHABILITATED (CIPP) MAIN S-6B

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

1. ALL LATERAL CONNECTION INSTALLATIONS/REPLACEMENTS REQUIRE A WVWA INSPECTOR ONSITE.

MATERIALS:

2. FLEXIBLE TAP SADDLE SHALL BE USED TO REPLACE OR INSTALL NEW CONNECTION ON CIPP MAINLINES.

3. CONCRETE FOR ENCASEMENT SHALL BE MIN 4000 PSI AVERAGE COMPRESSIVE STRENGTH.

CONSTRUCTION:

4. IN NEW WYE, CORE HOLE SAME DIAMETER AS ID OF LATERAL PLUS 1/4 INCH. IF EXISTING, CLEAN OUT HOLE, MAKE 1/4 INCH GREATER THAN ID.

5. APPLY SEALANT BETWEEN RUBBER SADDLE CIPP/PVC FOLD-FORMED LINER PRIOR TO SECURING STAINLESS

STEEL BRAND.

6. SADDLE SHALL BE COMPLETELY ENCASED IN CONCRETE AFTER CONNECTION OF LATERAL AND INSPECTED

PRIOR TO BACKFILL.

CAREFULLY CHISEL AND REMOVE A MIN

24" OF EXISTING HOST PIPE SEGMENT

CUT OR CORE CLEAN OPENING FOR NEW

LATERAL 1/4 " GREATER DIAMETER THAN

THE ID OF THE SADDLE

PUBLIC SEWER LATERAL

TAP SADDLE WYE OR TEE WITH

SHIELD AND STAINLESS STEEL BANDS.

4' MAX.

DOUBLE LATERAL

LP

S-7

1. TRAFFIC BEARING BOX REQUIRED IN TRAFFIC AREAS.

2. ALL PIPES SHALL BE MINIMUM OF 6".

3. NO BENDS ARE ALLOWED IN THE LATERAL FROM THE MAIN TO THE CLEAN-OUT STACK WYE. (EXCEPT AS

NOTED.)

4. ALL MAIN LINE TAPS ON ACTIVE MAIN SHALL BE PERFORMED BY PARTICIPATING UTILITY.

5. PIPING ON PRIVATE SIDE OF CLEANOUT TO BE INSTALLED PER GOVERNING JURISDICTION REQUIREMENTS.

6. MINIMUM COVER FOR ALL SEWER LATERALS SHALL BE THREE (3') FEET.

7. PROPERTY OWNER RESPONSIBLE FOR INSTALLING CLEANOUT ON PROPERTY LINE WHEN MAINTENANCE

OCCURS, IN ACCORDANCE WITH THIS DETAIL.

8. LOWEST SERVED FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF THREE FEET (3') ABOVE THE TOP OF

THE MAIN AT THE POINT WHERE THE SERVICE LATERAL CONNECTS TO THE MAIN.

9. WHEN CONNECTING TO EXISTING LATERAL USE FLEXIBLE COUPLING.

10. ATTEMPT TO AVOID DRIVEWAYS AND SIDEWALKS FOR CLEANOUT LOCATIONS.

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

SEE NOTE #6

STUB WITH LEAK

PROOF CAP TO BE

SUPPORTED FOR

TESTING

STUB WITH LEAK

PROOF CAP TO BE

SUPPORTED FOR

TESTING

TEE, WYE, TEE/WYE OR

COMBINATION OF WYE &

45° BEND FITTINGS SHALL

BE SIZED AS REQUIRED

6" SEWER

CLEAN-OUT STACK

(6" MIN.)

6" X 6" WYE

CLEAN-OUT STACK

(6" MIN.)

6" SEWER

LATERALS

PRIVATE

PROPERTY

RIGHT OF WAY OR LIMIT OF

PUBLIC SEWER EASEMENT

SEWER MAIN

6" SEWER

TRACER WIRE

TRACER WIRE

TYPE "A" PIPE TYPE "B" PIPE

A

A

12" PIPE DIA. 12"

JOINING DISSIMILAR PIPE

FOR USE WITH EXISTING PIPE

FLEXIBLE COUPLING

3,000 PSI CONCRETE CRADLE-EXTEND

12" BEYOND ENDS OF COUPLING

BACKFILL

MATERIAL

BEDDING

MATERIAL

CONCRETE TO

SPRINGLINE OF PIPE

S-11

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

1. WITH APPROVAL OF THE PARTICIPATING UTILITY.

20"

MINIMUM

(REMOVE A MINIMUM

OF TWO FEET OF

EXISTING PIPE)

SANITARY SEWER PIPE

ABANDONMENT AT A MANHOLE S-15

1. FOR PIPES 18" AND LARGER PROVIDE A MASONRY BULKHEAD IN LIEU OF MECHANICAL PLUGS.

MECHANICAL

PLUG

2" MINIMUM

THICKNESS

EXISTING

PIPE TO

MANHOLE

CONNECTION

TO REMAIN

DISCONNECT PIPE

READY MIX

CONCRETE

3000 PSI IN

28 DAYS

20"

MINIMUM

PIPE TO BE

ABANDONED

PIPE TO

REMAIN

EXISTING MANHOLE TO REMAIN

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

18" MINIMUM

SANITARY SEWER

MANHOLE ABANDONMENT S-16

1. FOR PIPES 18" IN DIAMETER AND SMALLER SET MECHANICAL PLUGS INTO ALL PIPES ENTERING MANHOLE.

2. FOR PIPES 18" AND LARGER PROVIDE A MASONRY BULKHEAD IN LIEU OF MECHANICAL PLUGS.

3. DOWNSTREAM PIPE TO BE PLUGGED IN ACCORDANCE WITH PIPE ABANDONMENT DETAIL.

FILL MANHOLE SOLID

WITH 3,000 PSI CONCRETE

#57 STONE,

LEAN CONCRETE,

OR FLOWABLE FILL

REMOVE MANHOLE TO A

MINIMUM OF TWO FEET

BELOW FINISHED GRADE

(REMOVE ALL GRADE

RINGS)

FINISHED GRADE

PAVEMENT IN

ACCORDANCE

WITH GOVERNING

JURISDICTIONAL

REQUIREMENTS

REMOVE MANHOLE FRAME AND COVER,

RESTORE TO MATCH SURROUNDING

AREA AND GRADE

WESTERN VIRGINIA REGIONAL - CONSTRUCTION DETAIL

09/2024

MECHANICAL

PLUG

C-503

Designed By: Checked By:

Drawing No.:

Issue Date:

Designed By: Drawn By:

Project No: Scale:

No. By DateSubmittal / Revision

058125

UPPER ROANOKE RIVER

SANITARY REHABILITATION PROJECT

WORK ORDER #01

App'd.

04/11/2025

Drawing Copyright © 2023

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

CITY OF SALEM,

VIRGINIA

3:46 5:40 7:34 9:26

11:20 14:10 17:00 19;50 22:40 25:30 28;20 31:10 34;00 39:48 45:34 51:02 56:40

.380 L

.854 L

1.520 L

2.374 L

3.418 L

5.342 L

7.692 L

10.470 L

13.674 L

17.306 L

21.366 L

25.852 L

30.768 L

41.883 L

54.705 L

69.236 L

85.476 L

PIPE

DIAMETER

(IN)

MINIMUM

TIME

(MIN:SEC)

150 FT100 FT

TIME

FOR

LONGER

LENGTH

(SEC)

LENGTH

FOR

MINIMUM

TIME

(FT)

SPECIFICATION TIME FOR LENGTH (L) SHOWN (MIN:SEC)

3:46 5:40 7:34 9:26

11:20 14:10 17:00 19;50 22:47 28.51 35.37 43.05 51.17 69.48 91.10

115.24 142.28

200 FT 250 FT 300 FT 350 FT 400FT 450 FT

3:46 5:40 7:34 9:26

11:20 14:10 19:13 26:10 34:11 43:16 53:25 64:38 76:55

104:42 136:45 173:05 213:41

3:46 5:40 7:34 9:26

11:24 17:48 25:38 34:54 45:34 57:41 71:13 86:10

102:34 139:37 182:21 230:47 284:55

3:46 5:40 7:34 9:53

14:15 22:15 32:03 43:37 56:58 72:07 89:02

107:43 128:12 174:30 227:55 288:29 356:09

3:46 5:40 7:36

11:52 17:05 26:42 38:27 52:21 68:22 86:32

106:50 129:16 153:50 209:24 273:31 346:11 427:23

3:46 5:40 8:52 13:51 19:56 31:09 44:52 61:00 79:46

100:57 124:38 150:43 179:29 244:19 319:06 403:53…