25 0218 - Emporia - Laurel St - IFB - DWGS.pdf

PDF 19 MB Posted Feb 25, 2025

Attached to: Laurel Street - Sanitary Sewer Replacement
Solicitation number: 88829
Issued by: Frederick County, Virginia

About this file

Written by GovTribe AI · Feb 25, 2025

This is a set of construction drawings from CHA Companies for the City of Emporia's Laurel Street Sanitary Sewer Replacement project, dated February 18, 2025. The project involves replacing existing sanitary sewer infrastructure along Laurel Street, including installation of new 8" SDR-26 PVC sewer pipe, manholes, and lateral connections. The drawings detail erosion and sediment control measures, sewer plan and profiles, and construction details across multiple sections of Laurel Street. The work requires coordination with existing utilities, traffic control, surface restoration, and maintaining access to properties during construction.

The drawings include detailed specifications for materials and installation methods, including manhole frame and cover requirements, pipe bedding details, pavement restoration requirements, and abandonment procedures for existing infrastructure. Key project components include several hundred linear feet of sewer main replacement, multiple manhole installations, and lateral reconnections. The drawings indicate the work must comply with Virginia Erosion and Sediment Control regulations and City of Emporia standards. The project area spans from South Main Street to the eastern section of Laurel Street as shown in the key plan.

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G-001

COVER SHEETPREPARED BY:

LOCATION MAP

SCALE:

VICINITY MAP

NO SCALE

LAUREL STREET SANITARY SEWER REPLACEMENT

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

1341 Research Center Drive, Suite 2100

CITY OF EMPORIA

PREPARED FOR:

CITY OF EMPORIA

ADDRESS: 310 BUDD STREET

EMPORIA, VA 23847

PHONE: (434) 634 - 3694

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

G-002

GENERAL NOTES

GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES

PERMITTING NOTES

SURVEY NOTES

SITE RESTORATION AND ACCESS NOTES

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

G-003

GENERAL LEGEND

AND

ABBREVIATIONS

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

C-001

EROSION AND

SEDIMENT

CONTROL

NARRATIVE

AS SHOWN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

C-002

EROSION AND

SEDIMENT

CONTROL DETAILS

AS SHOWN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

9/12/2023

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-100

KEY PLAN

AS SHOWN

Issue Date:

Project No: Scale:

0805429/22/2023

MRD MRD EBH

AS SHOWN

C-002

EROSION AND

SEDIMENT

CONTROL DETAILS

AS SHOWN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/12/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-100

KEY PLAN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-100

KEY PLAN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

SEWER PLAN AND

PROFILE

AS SHOWN

C-101

AutoCAD SHX Text

TILLAR AVENUE 50' RIGHT-OF-WAY

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LAUREL STREET 50' RIGHT-OF-WAY

AutoCAD SHX Text

EX MH-S10 *TO BE REMOVED* APPROX. DEPTH = 6.75'

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EX MH-S11 *TO BE REMOVED* APPROX. DEPTH = 4.9'

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CONC.

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ASPH.

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BRICK

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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STONE

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BRICK

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CONC.

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BRICK

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PIN 201-1-26 ELMO WILSON CLARY JR & PATRICIA CLARY 405 LAUREL STREET

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PIN 180-6-25 ELMO WILSON CLARY JR & PATRICIA CLARY 405 LAUREL STREET

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PIN 180-6-24 LISA SCARBOROUGH 409 LAUREL STREET

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PIN 180-6-23 ANTHONY GILLUS & INDIA LATHAM 415 LAUREL STREET

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PIN 180-6-22 WRENN PROPERTIES LLC 417 LAUREL STREET

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PIN 180-7-3 BRENDA B BROCKWELL 418 LAUREL STREET

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PIN 180-7-2 TODD L EVANS 412 LAUREL STREET

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PIN 180-6-6 JAMES R WYATT OR FLOY G WYATT 408 LAUREL STREET

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PIN 180-6-5 WILLIAM ROBERT SLATE JR & CATHERINE A SLATE 404 LAUREL STREET

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PIN 180-7-1 JOHN PRITCHARD III 400 LAUREL STREET

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PIPE (F)

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PIPE (F)

AutoCAD SHX Text GRATE INLET TOP=133.17' INV. IN = 131.05' (SW) 12" CPP INV. OUT = 130.79' (NE) 21" RCP

AutoCAD SHX Text

GRATE INLET TOP=133.30' INV. OUT = 132.12' (NE) 12" CPP

AutoCAD SHX Text

REPLACE EXISTING 8" SEWER

AutoCAD SHX Text 5,6,7

AutoCAD SHX Text C-501

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NEW MH-S10

AutoCAD SHX Text 5,6,7

AutoCAD SHX Text C-501

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REPLACE MH-S9

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AutoCAD SHX Text C-501

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CONNECT TO EXISTING SEWER (TYP)

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EXISTING GRADE

AutoCAD SHX Text IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 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 ENGINEER, 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.

AutoCAD SHX Text File: V:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\SEWER PLAN AND PROFILE - ADAMS STREET.DWGV:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\SEWER PLAN AND PROFILE - ADAMS STREET.DWG

AutoCAD SHX Text Saved: 2/17/2025 10:27:32 AM Plotted: 2/17/2025 11:48:06 AM Current User: Dean, Margaret LastSavedBy: 80752/17/2025 10:27:32 AM Plotted: 2/17/2025 11:48:06 AM Current User: Dean, Margaret LastSavedBy: 8075 Plotted: 2/17/2025 11:48:06 AM Current User: Dean, Margaret LastSavedBy: 80752/17/2025 11:48:06 AM Current User: Dean, Margaret LastSavedBy: 8075 Current User: Dean, Margaret LastSavedBy: 8075Dean, Margaret LastSavedBy: 8075 LastSavedBy: 80758075

AutoCAD SHX Text

BID SUBMITTAL

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EBH

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MRD

AutoCAD SHX Text 2/18/2025

AutoCAD SHX Text 2/18/25

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AutoCAD SHX Text Scale in feet

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text GENERAL NOTES: 1. WATER SERVICE LATERALS ONLY WATER SERVICE LATERALS ONLY SHOWN WHERE METERS WERE FOUND. LOCATE ALL SERVICE LINES PRIOR TO EXCAVATION. 2. LOCATE ALL SEWER SERVICE LOCATE ALL SEWER SERVICE LATERALS. LOCATIONS SHOWN ARE APPROXIMATE. 3. ELEVATION OF EXISTING ELEVATION OF EXISTING UNDERGROUND WATER MAINS ASSUMED. 4. RECONNECT ALL EXISTING SEWER RECONNECT ALL EXISTING SEWER LATERALS. SHEET KEYNOTES: SHEET KEYNOTES: 1. CONTRACTOR TO LOCATE SERVICE CONTRACTOR TO LOCATE SERVICE LATERAL. LOCATION SHOWN IS APPROXIMATE. 2. INSTALL NEW CLEANOUT AT INSTALL NEW CLEANOUT AT PROPERTY LINE, SIMILAR TO DETAIL 3, C-501.

AutoCAD SHX Text

MATCHLINE - SEE SHEET C-102

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SANITARY SEWER PLAN

AutoCAD SHX Text

SCALES: H: 1" = 20' V: 1" = 4'

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TYPICAL AT ALL DISTURBED GRASS AREAS

AutoCAD SHX Text

SANITARY SEWER PROFILE

11 12 2

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-102

SEWER PLAN AND

PROFILE

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-103

SEWER PLAN AND

S S

X X X

1 1

2 2

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

C-104

SEWER PLAN AND

EAST JORDAN IRON WORKS

00104511

M O

/DAY/YR X

MACHINED SURFACE1045 Z

12" MAX

27 1/2" DIA

26 1/4" DIA

24" DIA

28 7/16" DIA

36" DIA

NOTE 4

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" STAINLESS STEEL

THREADED ROD AND NUTS

(4 TYP.)

3/4" STAINLESS STEEL THREADED ROD

AND NUTS (4 TYP.)

4" MIN

TOP OF CONE

SECTION

CONE

SECTION

4" MIN.

1. WATERTIGHT MANHOLE FRAME MODEL #1045Z BY EAST JORDAN IRON WORKS, INC. OR EQUIVALENT.

2. HDPE ADJUSTMENT RINGS SHALL MEET H-20 LOAD RATING, AND SHALL BE INTERLOCKING OR UTILIZE

BUTYL MASTIC JOINT SEALANT BETWEEN EACH RING TO FORM A WATERTIGHT JOINT.

3. 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.

4. FRAME HEIGHT SHALL BE 7" FOR BURIED LOCATIONS AND 4" FOR EXPOSED LOCATIONS.

FRAME SECTION

NOTES:

1. MIN CONC STRENGTH @ 28 DAYS - 4000 PSI.

2. PROVIDE MAX OF TWO LIFT HOLES PER SECTION. PLUG WATERTIGHT AFTER INSTALLATION.

3. USE BELL END ON INCOMING PIPES.

4. USE PLAIN END ON OUTGOING PIPE.

5. BENCH SHALL BE CONCRETE, SLOPED 1:12.

6. MANHOLE CONSTRUCTION SHALL CONFORM TO ASTM C478.

7. WHERE STUBS OR KNOCKOUTS ARE PROVIDED FOR FUTURE CONNECTIONS, BENCH SHALL

BE SO FORMED.

8. CONSTRUCT MANHOLES TO HEIGHT SPECIFIED IN CONTRACT DOCUMENTS. USE RISERS AND

RINGS AS NEEDED TO ACHIEVE REQ'D HEIGHT.

9. USE CONC FOOTER AS REQ'D BY SPEC SECTION 330514.

CI FRAME AND COVER

BUTYL MASTIC

2" OR 3" REINF CONC

ADJUSTING RINGS

W \ E

C C

O N

" R

EXTRUDED

ALUMINUM

MH STEPS

MIN REINF 0.12 IN/FT

STEEL, ASTM A185

ALL JOINTS AND CHIMNEY/FRAME

INTERFACE CONNECTIONS SHALL

BE INSTALLED WITH BUTYL MASTIC

JOINT SEALANT IN ACCORDANCE

WITH SPECIFICATION SECTION

330514.

SEALANT

FLEXIBLE JOINT

(RUBBER BOOT ), TYP

SUPPORT PIPE ON

#57 STONE BEDDING

6" OF #57 STONE BEDDING

EXTERIOR COATING TO BE

CON-SEAL CS-55

O-RING JOINT (TYP)

CON-SEAL CS-122

JOINT SEAL AT ALL

JOINTS, IF REQUIRED

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"

STANDARD MANHOLE COVER MODEL

#1040AGS BY EAST JORDAN IRON WORKS,

INC OR EQUIVALENT.

MACHINED SURFACE

S A

N I T A

R Y

S E W E R

EAST JORDAN IRON WORKS

MADE I N USA

1 1/2"

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

GENERIC NON-LOGO MANHOLE

COVERS LABELED "SEWER"

TYPE "A" PIPE TYPE "B" PIPE

12" PIPE DIA. 12"

FERNCO FLEXIBLE

COUPLING OR EQUAL

3,000 PSI CONCRETE CRADLE-EXTEND

12" BEYOND ENDS OF COUPLING

BACKFILL

MATERIAL

BEDDING

MATERIAL

CONCRETE TO

SPRINGLINE OF PIPE

RIGHT OF WAY OR LIMITS OF EASEMENTPRIVATE PROPERTY

FINISHED GRADE

CLEAN OUT BOX AND LID, IF REQUIRED

(SET TO FINISHED GRADE)

1/4" PER 1'- 0"MINIMUM GRADE

SANITARY SEWER LATERAL

FOR DEEP SEWER

ROUGH

GRADE

CLEAN-OUT STACK

(SEE NOTES #2 & #8)

MAX.45o

SEWER

MAIN

SAME AS

ABOVE

(SEE NOTE #2)

2'-0" MIN.

CLEAN-OUT & CAP

4" MINIMUM

GRAVEL BEDDING

#57 OR EQUIVALENT

(SEE NOTE #6)

(SEE NOTE #2)

EXISTING SANITARY

SEWER LATERAL

FERNCO FLEXIBLE

COUPLING OR EQUAL

EXISTING SANITARY

SEWER LATERAL

FERNCO FLEXIBLE

COUPLING OR EQUAL

C-501

DETAILS

AS SHOWN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

SAW CUT SCORE JOINT, 1" DEEP

EXPANSION JOINT W/

NON DIRECTIONAL MED. BROOM FINISH

6x6 W2.9xW2.9 WWF, CONCRETE 4000 PSI

PAVEMENT SUBBASE, #57 STONE

COMPACTED SUBGRADE

3/8" HAND TROWELED

2" CLEAR FROM BOTTOM

SPACE AS PER NOTES BELOW

COMPRESSIBLE FILLER

& SEALANT, (20' O.C. MAX.)

AND SIDES

2" WIDE SMOOTH TOOLED BAND EACH

SIDE OF JOINT

C-502

DETAILS

AS SHOWN

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

LAUREL STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

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

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

18" MINIMUM

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

MECHANICAL

PLUG

20"

MINIMUM

(REMOVE A MINIMUM

OF TWO FEET OF

EXISTING PIPE)

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

Sheets and Views

G-001 COVER SHEET

G-002 GENERAL NOTES

G-003 GENERAL LEGEND AND ABBREVIATIONS

C-001 EROSION AND SEDIMENT CONTROL NARRATIVE

C-002 EROSION AND SEDIMENT CONTROL DETAILS

C-100 KEY PLAN

C-101 SEWER PLAN AND PROFILE

C-102 SEWER PLAN AND PROFILE

C-103 SEWER PLAN AND PROFILE

C-104 SEWER PLAN AND PROFILE

C-501 DETAILS

C-502 DETAILS

File details come from the government source that posted it. Updated Feb 25, 2025.