Project Manual for the Construction of Springfield Road Gravity Sewer Extension

IFB#:

County of York, VA February 2026

County of York, Virginia

Table of Contents

Site Plan Sheets

G-1: Cover Sheet C-1: Sheet Index & Traffic Control Plan C-2: Traffic Control Details C-3: Springfield Rd. – STA 10+00 to 15+00 C-4: Springfield Rd. – STA 15+00 to 21+00 C-5: Springfield Rd. – STA 21+00 to 25+54 C-6: Northeast Extension – STA 10+00 to 14+00 C-7: Northeast Extension – STA 14+00 to 16+45 C-8: Southwest Extension – STA 10+00 to 11+50 C-9: Additional Laterals Plan & Profile C-10: Construction Details – 1 C-11: Construction Details – 2

Front End Specifications Sections

FES-1: Scope of Work FES-2: Control of Work FES-3: Control of Material FES-4: Legal Relations and Responsibilities FES-5: Prosecution and Progress FES-6: Measurement and Payment

Appendices FES-A.1: Change Order Form FES-A.2: Application for Payment FES-A.3: Certificate of Substantial Completion FES-A.4: Manhole Protective Coating Post Installation Certification

Back End Specifications Sections

BES-02200: Earthwork BES-02250: Trench Excavation, Backfill, and Compaction BES-02564: Polyvinyl Chloride (PVC) Pipe BES-03010: Formwork BES-03040: Concrete Finishes BES-03300: Cast-in-Place Concrete BES-03400: Pre-Case Concrete Structures BES-03600: Non-Shrink Grouts and Mortars

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PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

CO

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OWNER

YORK COUNTY PUBLIC WORKS

DEPARTMENT OF UTILITIES

JOSEPH SCHUSZLER

105 SERVICE DRIVE

YORKTOWN, VA 23692

757-890-3750

YORK COUNTY - SPRINGFIELD ROAD

GRAVITY SEWER EXTENSION

YORK COUNTY VIRGINIA

SITE LOCATION

MAPPING SOURCE: USGS "WILLIAMSBURG, VA" (2022), "HOG ISLAND, VA" (2022,) "YORKTOWN, VA" (2022) & "CLAY BANK, VA" (2023) QUAD SHEETS

PROJECT

LOCATION

GENERAL NOTES:

1. THIS PROJECT INCLUDES THE INSTALLATION OF APPROXIMATELY 2,850 LINEAR FEET OF 8”

GRAVITY SEWER AND 14 MANHOLES AT THE SPRINGFIELD ROAD EXTENSION IN YORK COUNTY.

2. IF ANY DISCREPANCIES ARE NOTED BETWEEN THE PROJECT PLANS, TECHNICAL

SPECIFICATIONS, AND THE YORK COUNTY - SANITARY SEWER STANDARDS AND

SPECIFICATIONS, THE YORK COUNTY DOCUMENTS SHALL GOVERN OVER THE PROJECT

TECHNICAL SPECIFICATIONS AND PROJECT PLANS. IF THERE IS A DISCREPANCY BETWEEN THE

PROJECT'S TECHNICAL SPECIFICATIONS AND THE PROJECT PLANS, THE PROJECT TECHNICAL

SPECIFICATIONS SHALL GOVERN OVER THE PROJECT PLANS.

3. ALL CONSTRUCTION RELATED TO SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE

VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE COLLECTION AND TREATMENT

REGULATIONS, YORK COUNTY SANITARY SEWER STANDARDS AND SPECIFICATIONS,

CONTRACT DRAWINGS, THE TECHNICAL SPECIFICATIONS AND THE MANUFACTURER'S

RECOMMENDATIONS.

4. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD BEFORE CONTRACTOR CAN BEGIN

CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE CONSTRUCTION.

EROSION CONTROL MEASURES SHALL BE IN PLACE, INSPECTED, AND APPROVED BY YORK

COUNTY PRIOR TO ANY CONSTRUCTION WORK. THE CONTRACTOR SHALL REFER TO THE

FORMAL PLANS PREPARED BY BOWMAN CONSULTING GROUP, LTD.

5. ALL STRUCTURES SHALL BE INSTALLED LEVEL (±1/2”).

6. ANY DEVIATION FROM THIS DESIGN MUST BE APPROVED PRIOR TO INSTALLATION BY THE

ENGINEER.

7. ACCORDING TO THE FIELD SURVEY THERE ARE NUMEROUS EXISTING UNDERGROUND

TELEPHONE CABLES NEAR THE ROUTE OF THE PROPOSED SEWER. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RESOLVING ANY CONFLICTS WITH ALL

EXISTING UTILITIES, AND SHALL REPAIR, AT HIS OWN EXPENSE, ALL UTILITIES TO BE

RELOCATED OR DAMAGED BY THE CONTRACTOR.

8. FOR ANY POWER POLES WITHIN CLOSE PROXIMITY TO THE SANITARY SEWERS, THE

CONTRACTOR SHALL COORDINATE WITH DOMINION POWER TO DE-ENERGIZE POWER.

CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR EXISTING POWER POLES DURING

CONSTRUCTION. COST FOR THE SERVICES SHALL BE INCLUDED IN THE BID PRICE.

9. THE CONTRACTOR SHALL CONTACT VDOT 72 HOURS PRIOR TO WORKING WITHIN 1,000' OF A

SIGNALIZED INTERSECTION. TRAFFIC SIGNAL FACILITIES MUST BE LOCATED BY VDOT PRIOR

TO WORKING IN THESE AREAS.

10. BEFORE DIGGING, CALL “MISS UTILITIES” OF VIRGINIA, 1-800-552-7001.

11. THE CONTRACTOR SHALL OBTAIN, ANY LOCAL PERMITS, BONDS, OR INSPECTIONS, AS

REQUIRED BY ANY GOVERNMENT AGENCY, AS PART OF THE BID PRICE.

12. THE CONTRACTOR SHALL REPLACE, AT THE SAME EXACT LOCATION, ANY PROPERTY CORNER

OR RIGHT-OF-WAY MONUMENT DISTURBED BY CONSTRUCTION ACTIVITIES.

SHEET INDEX

NO. TITLE

G-1 COVER SHEET

C-1 SHEET INDEX & TRAFFIC CONTROL PLAN

C-2 TRAFFIC CONTROL DETAILS

C-3 SPRINGFIELD RD. - STA 10+00 TO 15+00

C-4 SPRINGFIELD RD. - STA 15+00 TO 21+00

C-5 SPRINGFIELD RD. - STA 21+00 TO 25+54

C-6 NORTHEAST EXTENSION - STA 10+00 TO 14+00

C-7 NORTHEAST EXTENSION - STA 14+00 TO 16+45

C-8 SOUTHWEST EXTENSION - STA 10+00 TO 11+50

C-9 ADDITIONAL LATERALS PLAN & PROFILE

C-10 CONSTRUCTION DETAILS - 1

C-11 CONSTRUCTION DETAILS - 2

SURVEY NOTES:

1. HORIZONTAL COORDINATE INFORMATION IS BASED ON THE COUNTY OF YORK GEODETIC

CONTROL NETWORK WHICH REFERENCES THE VIRGINIA STATE PLANE COORDINATE SYSTEM,

SOUTH ZONE, (NAD83)(1994 VA HARN) (US SURVEY FOOT). ELEVATIONS SHOWN ARE NAVD 88

DATUM AND ARE BASED ON GPS SURVEY. UNITS ARE U.S. SURVEY FEET.

2. THIS ELECTRONIC DRAWING IS TO BE CONSIDERED A ADVANCED WORKING COPY AND IS NOT

OFFICIAL. ONLY A HARD COPY, SIGNED AND SEALED VERSION OF THIS DRAWING IS TO BE

CONSIDERED OFFICIAL. A SIGNED AND SEALED PRINT EXISTS IN THE PROJECT FILE AT THE

OFFICE OF MICHAEL SURVEYING AND MAPPING, P.C.

3. ANY ITEMS EDITED AFTER DELIVERY OF THIS FILE IS THE RESPONSIBILITY OF THE EDITOR, MSMPC IS NOT RESPONSIBLE FOR THE ACCURACY OR THE INFORMATION CONTAINED HEREIN

ONCE THIS FILE HAS BEEN OPENED OR EDITED.

4. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED ON OBSERVED ABOVE

GROUND APPURTENANCES, QUALITY LEVEL B DESIGNATION PERFORMED BY MSM. PLEASE

SEE LEGEND FOR DIFFERENT DIPICTIONS OF EACH.

THERE MAY BE OTHER UNDERGROUND UTILITIES PRESENT THAT ARE NOT SHOWN (SURFACE

FEATURES NOT PRESENT) AS WELL AS ABANDONED UTILITES IN THE AREA. MSMPC DOES NOT

GUARANTEE THAT ALL UTILITIES WERE MARKED AT THE TIME OF THIS SURVEY.

5. PROPERTY LINE INFORMATION IF SHOWN IS BASED ON COMPILED RECORD INFORMATION

MADE TO FIT FIELD LOCATED MONUMENTS. PROPERTY LINES SHOWN DO NOT REPRESENT A

BOUNDARY SURVEY. PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS THAT ARE NOT

SHOWN. A TITLE REPORT WAS NOT FURNISHED TO THIS OFFICE FOR USE ON THIS PROJECT.

6. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE

CHARGE OF, PAUL W. MICHAEL, JR. FROM AND ACTUAL GROUND SURVEY MADE UNDER

MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED FEBUARY 2022

;, AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS

MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

7. CONTOUR INTERVAL = 1'

YORK RIVER

TTC-5.2

TT

C-

1.1

TTC-5.2

TTC-23.2

TT

C-

5.2

SMH (SEWER MANHOLE)

WM (WATER METER)

IRS (IRON ROD SET)

IRF (IRON ROD FOUND)

IPF (IRON PIPE FOUND)

CMF (CONC MON FOUND)

IPS (IRON PIPE SET)

WV (WATER VALVE)

LP (PIGHT POLE)

PP (POWER POLE)

GM (GAS METER)

FH (FIRE HYDRANT)

TEL PED (TELEPHONE PEDESTAL)

GV (GAS VALVE)

TEL. MAN HOLE

MONITORING WELL

ELECTRIC CONTROL BOX

BOLLARD

ANTENNA

FORCE MAIN VALVE/VENT

TELEPHONE

UNDERGROUND ELECTRICAL

TREELINE/DRIPLINE

WATERLINE

GAS

OVERHEAD UTILITY LINES

MAILBOX

LEGEND

EXISTING SEWER LINES

PROPOSED SEWER LINES

BOUNDARY & RIGHT-OF-WAY LINES

EXISTING EASEMENT LIMITS

PRESCRIPTIVE R/W LIMITS

PAVEMENT RESTORATION OF TRENCHING WORK

AREA TO BE MILLED AND OVERLAID

LIMITS OF CLEARING AND GRUBBING

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PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

GRAPHIC SCALE

( IN FEET )

1 inch = ft.150

C-3

C-4

C-5

C-

C-

C-8

SPRINGFIELD RD. GRAVITY SEWER

NORTHEAST EXTENSION

SOUTHWEST EXTENSION

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S.R. 6

SPRINGFIELD RD. - S.R. 687

TTC-23.2

TRAFFIC CONTROL MEASURES

TTC-1.1 WORK BEYOND THE SHOULDER OPERATION

TTC-5.2 SHOULDER OPERATION WITH MINOR ENCROACHMENT

TTC-23.2 LANE CLOSURE ON A TWO-LANE ROADWAY USING FLAGGERS

SEE TTC DETAILS ON SHEET C-2

C-9

VRRM GROUND COVER LEGEND

LINEAR EXEMPTION TO THE VSMP - 0.94 Ac.

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BCG DWD NND

SEP., 2025

100683-01-001

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143.9 L.F. - 8" PVC SDR-26 @ 0.45%

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EXIST. 4" LATERAL

TEST PIT

REQUIRED

PROBABLE WATER SERVICE LINE,

SIZE & DEPTH UNKNOWN

EXISTING GROUND

TEST PIT

REQUIRED

U.G. TEL

EX. 8" GRAVITY SEWER

(E

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ST

382.8 L.F. - 8" PVC SDR-26 @ 0.45%

IN

V

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IN

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(S E)

IN

V

8" (I

N)

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(N W

IN

V 4"

(I N)

.05 (S

W

EX. ASPHALT &

CONCRETE DRIVEWAYEX. ASPHALT

DRIVEWAY

382.8 L.F. - 8" PVC SDR 26 @ 0.45%

143.9 L.F. - 8" PVC SDR 26 @ 0.45%

STA=11+43.93

SAN MH #1

RIM=78.82

INV 8" (IN) = 68.69 (NW)

INV 8" (OUT) = 68.59 (SE)

N=3,627,383.88 E=12,026,602.47

STA=10+00.00

EXIST. SAN MH

RIM=73.54

INV 8" (IN) = 67.94 (NW)

INV 4" (IN) = 69.28 (NE)

INV 8" (OUT) = 63.34 (EXIST.)

N=3,627,262.89

E=12,026,680.44

STA 11+88

4" SEWER LATERAL WITH C.O.

1152 SPRINGFIELD RD.

STA 12+00

4" SEWER LATERAL WITH C.O.

1151 SPRINGFIELD RD.

STA 13+50

4" SEWER LATERAL WITH C.O.

1150 SPRINGFIELD RD.

170 SF± ASPHALT

RESTORATION

1,105 SF± ASPHALT

RESTORATION

PER VDOT RESIDENCY, FULL

WIDTH MILL & OVERLAY OF

THE ROAD IS REQUIRED.

10'

LIMITS OF MILL

AND OVERLAY

VDOT STD. EP-1 PRIVATE

ENTRANCE, 307 S.F. CONCRETE,

WIDTH @ R/W = 27.5'

VDOT STD. EP-1 PRIVATE

ENTRANCE, 163 S.F. ASPHALT,

WIDTH @ R/W = 13.7'

LIMITS OF CLEARING

AND GRUBBING

LIMITS OF CLEARING

AND GRUBBING

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BCG DWD NND

SEP., 2025

100683-01-001

10+0011+0012+0013+0015+00

M

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E

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60 60

M

AT

C H

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TA

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E

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GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

14+00

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SPRINGFIELD RD. - S.R. 687

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-9

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

& STABILIZATION OF ALL ROADSIDE DITCHES &

SHOULDERS DISTURBED BY CONSTRUCTION.

212.7 L.F. - 8" PVC SDR 26 @ 0.45%

377.4 L.F. - 8" PVC SDR 26 @ 0.45%

STA=19+04.08

SAN MH #3

RIM=80.78

INV 8" (IN) = 72.31 (NW)

INV 8" (OUT) = 72.21 (SE)

N=3,627,906.24 E=12,026,050.24

STA=15+26.70

SAN MH #2

RIM=77.82

INV 8" (IN) = 70.51 (NW)

INV 8" (OUT) = 70.41 (SE)

N=3,627,645.71 E=12,026,323.27

STA 16+42

4" SEWER LATERAL WITH C.O.

1141 SPRINGFIELD RD.

STA 16+83

4" SEWER LATERAL WITH C.O.

1137 SPRINGFIELD RD.STA 17+64

4" SEWER LATERAL WITH C.O.

1135 SPRINGFIELD RD.

305 S.F. ± ASPHALT

RESTORATION

57 S.F. ± ASPHALT

RESTORATION

61 S.F. ± ASPHALT

RESTORATION

65 S.F. ± ASPHALT

RESTORATION30 S.F. ± ASPHALT

RESTORATION

PER VDOT RESIDENCY, FULL

WIDTH MILL & OVERLAY OF

THE ROAD IS REQUIRED.

LIMITS OF CLEARING

AND GRUBBING

212.7 L.F. - 8" PVC SDR-26 @ 0.45%

IN

V

8" (O

UT

.21

(S E)

IN

V

8" (I

N)

.31

(N W

IN

V

8" (O

UT

.41

(S E)

IN

V

8" (I

N)

.51

(N W

ST

A=

+2 6.7

0 - S

AN

M

H #2

RI

M=

.82

ST

A=

+0

4.0 8 -

S

AN

M H

#3

RI

M=

.78

EX. 15"RCP CULVERT

EX. 12"RCP CULVERT

EXISTING GROUND

377.4 L.F. - 8" PVC SDR-26 @ 0.45%

IN

V

8" (O

UT

.58

(S E)

IN

V

8" (I

N)

.58

(N W

IN

V 4"

(I N)

.74 (N

E)

ST

A=

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4" S

EW

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LA

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RA

L W

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IN

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V

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IN

V

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(N W

IN

V 4"

(I N)

.38 (N

E)

IN

V

8" (O

UT

.03

(S E)

IN

V

8" (I

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(N W

IN

V 4"

(I N)

.19 (N

E)

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PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

M

AT

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L

IN

E

- S

TA

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1+

SE

E

SH

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C -5

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

M

AT

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L

IN

E

- S

TA

. 1

5+

SE

E

SH

EE

T

C -3

SP

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TA

5+

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1+

SPRINGFIELD RD. - S.R. 687

15+0016+0017+0018+0020+00

M

AT

C H

L

IN

E

- S

TA

. 2

1+

SE

E

SH

EE

T

C -5

19+00

M

AT

C H

L

IN

E

- S

TA

. 1

5+

SE

E

SH

EE

T

C -3

21+00

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

SOUTHWEST EXTENSION,

SEE SHEET C-8

NORTHEAST EXTENSION,

SEE SHEET C-6

212.8 L.F. - 8" PVC SDR 26 @ 0.45%

224.3 L.F. - 8" PVC SDR 26 @ 0.45%

STA=23+29.61

SAN MH #5

RIM=85.06

INV 8" (IN) = 74.43 (NW)

INV 4" (IN) = 74.43 (NE)

INV 8" (OUT) = 74.33 (SE)

N=3,628,178.24 E=12,025,722.99

STA=21+16.80

SAN MH #4

RIM=80.77

INV 8" (IN) = 73.37 (NW)

INV 8" (OUT) = 73.27 (SE)

N=3,628,042.64 E=12,025,887.02

STA=25+53.90

=STA 10+00 NE EXTENSION

=STA 10+00 SW EXTENSION

SAN MH #6

RIM=85.64

INV 8" (IN) = 75.54 (W)

INV 8" (IN) = 75.54 (NE)

INV 8" (OUT) = 75.44 (SE)

N=3,628,307.83 E=12,025,539.94

STA 21+87

4" SEWER LATERAL WITH C.O.

1115 SPRINGFIELD RD.

STA 23+29

4" SEWER LATERAL WITH C.O.

1107 SPRINGFIELD RD.

STA 24+18

4" SEWER LATERAL WITH C.O.

1105 SPRINGFIELD RD.

60 SF± ASPHALT

RESTORATION

90 SF± ASPHALT

RESTORATION63 SF± ASPHALT

RESTORATION

270 SF± ASPHALT

RESTORATION

PER VDOT RESIDENCY, FULL

WIDTH MILL & OVERLAY OF

THE ROAD IS REQUIRED.

LIMITS OF CLEARING

AND GRUBBING

20 SF± ASPHALT

RESTORATION

IN

V

8" (O

UT

.33

(S E)

IN

V

8" (I

N)

.43

(N W

IN

V 4"

(I N)

.43 (N

E)

IN

V

8" (O

UT

.27

(S E)

IN

V

8" (I

N)

.37

(N W

ST

A=

+1 6.8

0 - S

AN

M

H #4

RI

M=

.77

ST

A=

+2

9.6 1 -

S

AN

M H

#5

RI

M=

.06

IN

V

8" (O

UT

.44

(S E)

IN

V

8" (I

N)

.54

(W

IN

V

8" (I

N)

.54

(N E)

ST

A=

+5

3.9 0 -

S

AN

M H

#6 =S

TA

+0 0 N

E

EX

TE

NS

IO

N

=S

TA

+0

0 S W

E

XT

EN

SI

ON

RI

M=

.64

EXISTING GROUND

TEST PIT

REQUIRED

U.G. TEL

TEST PIT

REQUIRED

U.G. TEL

IN

V

8" (O

UT

.83

(S E)

IN

V

8" (I

N)

.83

(N W

IN

V 4"

(I N)

.99 (N

E)

ST

A=

+1

4" S

EW

ER

LA

TE

RA

L W

IT

H

C.

O.

S

PR

IN

GF

IE

LD

D R.

4" SEWER LATERAL WITH C.O,

1107 SPRINGFIELD RD.

ST

A=

+8

4"

S

EW

ER

LA

TE

RA

L W

IT

H C.

O.

S

PR

IN

GF

IE

LD

D

R.

IN

V 8"

(O

UT

.69 (S

E)

IN

V

8" (I

N)

.69

(N W

IN

V 4"

(I N)

.85 (N

E)

212.8 L.F. - 8" PVC SDR-26 @ 0.45%

224.3 L.F. - 8" PVC SDR-26 @ 0.45%

B ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

M

AT

C H

L

IN

E

- S

TA

. 2

1+

SE

E

SH

EE

T

C -4

SP

RI

NG

FI

EL

D

RD

S

TA

1+

T

O

5+

SPRINGFIELD RD. - S.R. 687

PE

N

N

IM

AN

R

D

S .R

. 6

21+0022+0023+0024+0026+00 25+00

M

AT

C H

L

IN

E

- S

TA

. 2

1+

SE

E

SH

EE

T

C -4

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

SPRINGFIELD ROAD GRAVITY

SEWER, SEE SHEET C-5

SOUTHWEST EXTENSION,

SEE SHEET C-8

STA=13+47.60

SAN MH #7

RIM=86.15

INV 8" (IN) = 77.20 (NE)

INV 8" (OUT) = 77.10 (SW)

N=3,628,606.20 E=12,025,718.26

STA=10+00

=STA25+53.90 SPRINGFIELD RD.

=STA 10+00 SW EXTENSION

SAN MH #6

RIM=85.64

INV 8" (IN) = 75.54 (W)

INV 8" (IN) = 75.54 (NE)

INV 8" (OUT) = 75.44 (SE)

N=3,628,307.83 E=12,025,539.94

347.6 L.F. - 8" PVC SDR 26 @ 0.45%

252.4 L.F. - 8" @ 0.45%

STA 12+04

4" SEWER LATERAL WITH C.O.

1731 PENNIMAN RD.

STA 13+21

4" SEWER LATERAL WITH C.O.

1737 PENNIMAN RD.

46 SF± GRAVEL

RESTORATION

57 SF± GRAVEL

RESTORATION

PROPOSED VAR. WIDTH

UTILITY EASEMENT

PROPOSED VAR. WIDTH

UTILITY EASEMENT

PROPOSED VAR. WIDTH

UTILITY EASEMENT

REPLACE 80 LF±

CHAIN LINK FENCE

PROTECT COMM.

VAULT IN PLACE

ST

A=

+4

7.6 0 -

S

AN

M H

#7

RI

M=

.15

347.6 L.F. - 8" PVC SDR 26 @ 0.45%

IN

V

8" (I

N)

.20

(N E)

IN

V

8" (O

UT

.10

(S W

ST

A=

+0

0- S

AN

M

H #6

=S

TA

+5

3.9 0 S

PR

IN

GF

IE

LD

R

D.

=S

TA

+0 0 S

W E

XT

EN

SI

ON

RI

M=

.64

IN

V

8" (I

N)

.54

(W

IN

V

8" (I

N)

.54

(N E)

IN

V

8" (O

UT

.44

(S E)

TEST PIT

REQUIRED

EX. 8" (PER RECORD)

WATER LINE

TEST PIT

REQUIRED

PROBABLE WATER SERVICE LINE,

SIZE & DEPTH UNKNOWN

EXISTING GROUND

IN

V

8" (I

N)

.46

(N E)

IN

V

4" (I

N)

.62

(S E)

IN

V

8" (O

UT

.46

(S W

ST

A=

+0 4.4

4"

S

EW

ER

LA

TE

RA

L W

IT

H C.

O.

P

EN

NI

MA

N

RD

ST

A=

+2

4"

S

EW

ER

LA

TE

RA

L W

IT

H C.

O.

P

EN

NI

MA

N

RD

IN

V

8" (I

N)

.98

(N E)

IN

V

4" (I

N)

.14

(S E)

IN

V

8" (O

UT

.98

(S W

EX. GRAVEL

DRIVEWAY

EX. GRAVEL

DRIVEWAY

B ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

M

AT

C H

L

IN

E

- S

TA

. 1

4+

SE

E

SH

EE

T

C -7

SP

R

IN

G

FI

EL

D R

D

S .R

. 6

PENNIMAN RD. - S.R. 641

NO

RT

HE

AS

T

EX

TE

NS

IO

N

- S

TA

0+

T

O

4+

10+00 11+00 12+00 13+00

M

AT

C H

L

IN

E

- S

TA

. 1

4+

SE

E

SH

EE

T

C -7

14+00

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

252.4 L.F. - 8" PVC SDR 26 @ 0.45%

STA=16+45.00

SAN MH #8

RIM=84.09

INV 4" (IN) = 78.64 (NE)

INV 8" (OUT) = 78.54 (SW)

N=3,628,872.00 E=12,025,851.67

PROPOSED VAR. WIDTH

UTILITY EASEMENT

4" SEWER LATERAL WITH C.O.

1753 PENNIMAN RD.

STA 16+00

4" SEWER LATERAL WITH C.O.

1749 PENNIMAN RD.

96 SF± ASPHALT

RESTORATION

PROPOSED VAR. WIDTH

UTILITY EASEMENT

VDOT STD. EP-1 PRIVATE

ENTRANCE, 625 S.F. ASPHALT PROTECT EX. TELEPHONE

PEDESTAL IN PLACE 16 L.F. - 4" PVC LATERAL @ 2.00%

LIMITS OF CLEARING

AND GRUBBING

LIMITS OF CLEARING

AND GRUBBING

297.4 L.F. - 8" PVC SDR 26 @ 0.45%

TEST PIT

REQUIRED

PROBABLE WATER SERVICE LINE,

SIZE & DEPTH UNKNOWN

EXISTING GROUND

TEST PIT

REQUIRED

U.G. TEL

ST

A=

+4

5.0 0 -

S

AN

M H

#8

RI

M=

.09

IN

V 4"

(I N)

.64 (N

E)

IN

V 8"

(O

UT

.54 (S

W

4" SEWER LATERAL WITH C.O.

1753 PENNIMAN RD.

IN

V

8" (I

N)

.34

(N E)

IN

V

4" (I

N)

.50

(S E)

IN

V

8" (O

UT

.34

(S W

ST

A=

+0

4" S

EW

ER

LA

TE

RA

L W

IT

H

C.

O.

P

EN

NI

MA

N

RD

EX. ASPHALT

DRIVEWAY

B ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

M

AT

C H

L

IN

E

- S

TA

. 1

4+

SE

E

SH

EE

T

C -6

NO

RT

HE

AS

T

EX

TE

NS

IO

N

- S

TA

4+

T

O

6+

PENNIMAN RD. - S.R. 641

14+00 15+00 16+00 17+00

M

AT

C H

L

IN

E

- S

TA

. 1

4+

SE

E

SH

EE

T

C -6

80 80

85 85

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

NORTHEAST EXTENSION,

SEE SHEET C-6

8" GRAVITY SEWER,

SEE SHEET C-5

23.8 L.F. - 8" PVC SDR 26 @ 0.45%

125.8 L.F. - 8" PVC SDR 26 @ 0.45%

STA=10+23.79

SAN MH #9

RIM=84.92

INV 8" (IN) = 75.75 (SW)

INV 8" (OUT) = 75.65 (E)

N=3,628,309.82 E=12,025,516.23

STA=11+49.59

SAN MH #10

RIM=81.31

INV 4" (IN) = 76.42 (SW)

INV 8" (OUT) = 76.32 (NE)

N=3,628,239.00

E=12,025,412.25

STA=10+00

=STA25+53.90 SPRINGFIELD RD.

=STA 10+00 NE EXTENSION

SAN MH #6

RIM=85.64

INV 8" (IN) = 75.54 (W)

INV 8" (IN) = 75.54 (NE)

INV 8" (OUT) = 75.44 (SE)

N=3,628,307.83

E=12,025,539.94

STA 10+75

4" SEWER LATERAL WITH C.O.

1100 SPRINGFIELD RD.

372 SF± GRAVEL RESTORATION

372 SF± ASPHALT RESTORATION

50 L.F. - 4" PVC

LATERAL @ 2.00%

PROPOSED 10' WIDE

UTILITY EASEMENT

4" SEWER LATERAL WITH C.O.

1701 PENNIMAN RD.

VDOT STD. EP-1 PRIVATE

ENTRANCE, 151 S.F.

CRUSHER RUN AGGREGATE,

WIDTH @ R/W = 14.7'

ST

A=

+4

9.5 9 -

S

AN

M H

#1

RI

M=

.31

ST

A=

+2

3.7 9 -

S

AN

M H

#9

RI

M=

.92

IN

V

8" (O

UT

.32

(N E)

IN

V

4" (I

N)

.42

(S W

IN

V

8" (O

UT

.65

(E

IN

V

8" (I

N)

.75

(S W

23.8 L.F. - 8" PVC SDR 26 @ 0.45%

IN

V

8" (O

UT

.44

(S E)

IN

V

8" (I

N)

.54

(W

IN

V

8" (I

N)

.54

(N E)

ST

A=

+0

0 - S

AN

M

H #6

=S

TA

+5

3.9 0 S

PR

IN

GF

IE

LD

D

R.

=S

TA

+0 0 N

E

EX

TE

NS

IO

N

RI

M=

.64

TEST PIT

REQUIRED

PROBABLE WATER

SERVICE LINE, SIZE &

DEPTH UNKNOWN

TEST PIT

REQUIRED

U.G. TELTEST PIT

REQUIRED

U.G. TEL

125.8 L.F. - 8" PVC SDR 26 @ 0.45%

ST

A=

+7

4"

S

EW

ER

LA

TE

RA

L W

IT

H C.

O.

S

PR

IN

GF

IE

LD

R

D.

IN

V 8"

(O

UT

.98 (N

E)

IN

V

8" (I

N)

.98

(S W

IN

V 4"

(I N)

.14 (S

E)

EXISTING

GRAVEL

DRIVEWAY

B ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

PENNIMAN RD. - S.R. 641

SPRINGFIELD RD. - S.R. 687

SO

UT

HW

ES

T

EX

TE

NS

IO

N

- S

TA

0+

T

O

1+

10+0011+0012+00

80 80

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

IN

V

8" (O

UT

.68

(S E)

IN

V

8" (I

N)

.78

(N W

IN

V 6"

(I N)

.78 (S

E)

IN

V 4"

(I N)

.78 (S

W

IN

V

4" (I

N)

.16

(N E)

IN

V

6" (O

UT

.84

(N W

IN

V

6" (I

N)

.84

(S E)

IN

V

4" (I

N)

.92

(S W

IN

V

6" (O

UT

.01

(N W

IN

V

6" (I

N)

.01

(S E)

IN

V

4" (I

N)

.09

(S W

IN

V

6" (O

UT

.13

(N W

ST

A=

+0

5.5 8 -

4"

LA

TE

RA

L

ST

A=

+0

0.0 0 -

E

XI

ST

. S

AN

M

H

RI

M=

.78

ST

A=

+2

3 - 4"

LA

TE

RA

L

ST

A=

+3

5.0 0 -

6" C

LE

AN

OU

T

EN

D

OF

LI

NE

RI

M=

.67

ST

A=

+3

1 - 4"

LA

TE

RA

L

IN

V

6" (O

UT

.09

(N W

IN

V

6" (I

N)

.09

(S E)

IN

V

4" (I

N)

.17

(S W

135.0 L.F. - 6" PVC SDR 26 @ 1.00%

EXISTING GROUND

STA=10+00.00

EXIST. SAN MH

RIM=69.78

INV 8" (IN) = 62.78 (NW)

INV 6" (IN) = 62.78 (SE)

INV 4" (IN) = 62.78 (SW)

INV 4" (IN) = 63.16 (NE)

INV 8" (OUT) = 62.68 (SE)

N=3,627,154.14

E=12,026,736.80

STA 10+00

4" SEWER LATERAL WITH C.O.

1175 SPRINGFIELD RD.

STA 10+06

4" SEWER LATERAL WITH C.O.

1170 SPRINGFIELD RD.

STA 11+23

4" SEWER LATERAL WITH C.O.

1186 SPRINGFIELD RD.

STA 11+31

4" SEWER LATERAL WITH C.O.

1180 SPRINGFIELD RD.

STA=11+35.00

6" CLEANOUT

END OF LINE

RIM=64.67

INV 6" (OUT) = 64.13 (NW)

N=3,627,033.94 E=12,026,798.26

135.0 L.F. - 6" PVC SDR 26 @ 1.00%

60 SF± ASPHALT RESTORATION

AND OVERLAY

LIMITS OF CLEARING

AND GRUBBING

B ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

GRAPHIC SCALE

( IN FEET )

1 inch = ft.20

AD

DI

TI

O

NA

L

LA

TE

RA

LS

P

LA

N

PR

O

FI

LE

11+0010+00

M

ATC

H

LIN

E - SEE SH

EET C

-3

NOTE:

CONTRACTOR IS RESPONSIBLE FOR RESTORATION

ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

CO

NS

TR

UC

TI

O

N

DE

TA

IL

S

- 1

CLEANOUT ASSEMBLIES

ow ma n C on su ltin g G ro up , L td.

Ph on e:

(7

) 2

-1

Fa x:

(7

) 2

-4 ww w.

bo wm an .co m

Bo wm an C on su ltin g G ro up

, L td.

3 M cL aw s C irc le Su ite

W illi am sb ur g, Vi rg ini a 2

YO

RK

C O

UN

TY

SP

RI

NG

FI

EL

D

RO

AD

G

RA

VI

TY

S

EW

ER

E

XT

EN

SI

O N

YO

RK

C

OU

NT

Y

VI

RG

IN

IA

PROJECTNO

BCG DWD NND

SEP., 2025

100683-01-001

CO

NS

TR

UC

TI

O

N

DE

TA

IL

S

- 2

TYPE I - CRUSHER RUN AGGREGATE

6" CRUSHER RUN AGGREGATE NO. 25 OR 26

TYPE II - CONCRETE ENTRANCE PAVEMENT

7" HES

4" AGG. BASE, TYPE 1, NO. 21A OR 21B

TYPE III - ASPHALT

ASPHALT CONC. TYPE SM-9.5A OR SM-9.5D

@ 220 LBS. PER S.Y.

4" AGG. BASE, TYPE 1, NO. 21A OR 21B

1. MILLING SCOPE: AT THE COMPLETION OF THE GRAVITY SEWER

INSTALLATION, THE CONTRACTOR SHALL MILL THE EXTENTS OF

SPRINGFIELD ROAD, FROM PAVEMENT EDGE TO PAVEMENT EDGE.

THE MILLING OPERATION SHALL REMOVE 1.5-INCHES OF EXISTING

ASPHALT SURFACE.

2. OVERLAY SCOPE: ONCE THE MILLING OPERATION IS COMPLETE, THE

CONTRACTOR SHALL OVERLAY THE MILLED SURFACE WITH

1.5-INCHES OF BITUMINOUS PAVEMENT, WITH A MINIMUM

COMPACTED WEIGHT OF 160 LBS PER SY.

3. MATERIALS: ASPHALT SHALL BE VDOT TYPE SM-9.5A. TACK COAT

SHALL BE PLACED BETWEEN THE PROPOSED OVERLAY AND ANY

EXISTING ASPHALT LEFT AFTER THE MILLING OPERATION. TACK

COAT SHALL NOT BE PLACED OVER ANY AGGREGATE BASE.

4. BASE ASPHALT SHALL BE UTILIZED AS A TEMPORARY PATCH

MATERIAL FOR TRENCH EXCAVATIONS.

FES-1: Scope of Work Page 1 of 4 of this section February 2026 Springfield Road Gravity Sewer Extension

FES-1: SCOPE OF WORK

I. INTENT OF AGREEMENT

1.1 The intent of the Agreement is to provide for completion of the Work specified therein.

1.2 If, during the performance of the Work, the Contractor finds a conflict, error or discrepancy in the Contract Documents, the Contractor shall so report to the Owner in writing at once and before proceeding with the Work affected thereby, except in the case of emergency or public safety, shall obtain a written interpretation or clarification from the Owner however, the Contractor shall not be liable to the Owner for failure to report any conflict, error or discrepancy in the Contract Documents unless the Contractor has actual knowledge thereof or should reasonably have known thereof.

II. AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS

2.1 The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof by a Change or Field Order pursuant to the FES-6 Measurement & Payment.

III. EXPLORATIONS AND REPORTS

3.1 Reference is made in the plans for identification of those reports of explorations and tests of subsurface conditions at the site that have been utilized by the Owner in preparation of the Contract Documents.

3.2 The Contractor shall visit the site of the proposed Work and make such explorations as the Contractor determines to be necessary.

IV. UNDERGROUND FACILITIES

4.1 The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to the Owner or Engineer by the owners of such Underground Facilities or by others.

4.2 The Owner and Engineer shall not be responsible for the accuracy or completeness of any such information and data. The Contractor shall have full responsibility for reviewing and checking all such information and data, for locating all Underground Facilities shown or indicated in the Contract Documents, for coordination of the Work with the owners of such Underground Facilities during construction, for the safety and protection of said facilities, and repairing any damage thereto resulting from the Work, the cost of all of which will be considered as having been included in the Contract Base Bid.

4.3 If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents and which the Contractor could not reasonably have been expected to be aware of, the Contractor shall, promptly after becoming aware thereof and before performing any Work affected thereby, identify and immediately notify the owner of such Underground Facility and give written Notice thereof to that owner and to the

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Owner. The Owner will promptly review the Underground Facility to determine the extent to which the Contract Documents should be modified to reflect and document the consequences of the existence of the Underground Facility, and the Contract Documents will be amended or supplemented to the extent necessary. During such time the Contractor shall be responsible for the safety and protection of any such Underground Facility which is in service or which is to be placed in service. The Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to the extent that they are attributable to the existence of any Underground Facility in service or which is to be placed in service, which directly and unavoidably impacts the installation of the Work, that was not shown or indicated in the Contract Documents and which the Contractor could not reasonably have been expected to be aware of.

4.4 If the existence of an Underground Facility described above unavoidably impacts the installation of the Work, the Contractor shall, to the fullest extent possible, continue the Work on other portions of the site. All delays must be shown by the Contractor to be directly attributable to said unforeseen conditions and limited to the time actually occasioned by such unforeseen conditions, and that the Contractor has prosecuted the other portions of the Work to the fullest extent possible.

4.5 The Contractor shall comply with the Underground Utility Damage Prevention Act, Section 56-

265.14 through 56-26532, Code of Virginia of 1950, as enacted and amended, and shall be responsible for notifying the owners of utilities and requesting the locating and marking of all underground facilities before beginning any excavation.

4.6 The Contractor should be aware that in some instances buried cables, gas lines, sewer lines, and water lines 2-inches and smaller in diameter may have to be excavated by hand and slightly relocated to facilitate construction of the Work under this Agreement. This shall be considered incidental to the Work, and the Contractor will not be eligible for additional compensation.

4.7 At points where the Contractor’s operations are adjacent to the properties of any utility, including railroads, and damage to which might result in considerable expense, loss, or inconvenience, Work shall not commence until arrangements necessary for the protection thereof have been completed.

4.8 The Contractor shall cooperate with owners of utility lines so that removal and adjustment operations may progress in a reasonable manner, duplication of adjustment work may be reduced to a minimum, and services rendered by those parties will not be unnecessarily interrupted.

4.9 If any utility service is interrupted as a result of accidental breakage or of being exposed or unsupported, the Contractor shall promptly notify the proper authority and shall cooperate with the authority in the restoration of service. If utility service is interrupted, repair work shall be continuous until service is restored. The Contractor shall be responsible for any damage to utilities that are attributable to his neglect or methods of performing the Work.

V. SUBSURFACE CONDITIONS

5.1 The Contractor shall promptly, and if possible, before such conditions are disturbed, except in

Page 3 of 4 of this section February 2026 Springfield Road Gravity Sewer Extension County of York, VA the event of an emergency, notify the Owner by written Notice of:

A. Subsurface or latent physical conditions at the site differing materially from those indicated in the Contract Documents; or

B. Unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract Documents.

5.2 The Owner shall promptly investigate the conditions, and if it is confirmed that such conditions do so materially differ and cause an increase or decrease in the cost of, or in the time required for, performance of the Work, an equitable adjustment shall be made, and the Agreement shall be modified by a Change Order. Any claim of the Contractor for adjustment hereunder shall not be allowed unless the Contractor has given the required written Notice; provided that the Owner may, if the facts so justify, consider and adjust any such claims asserted before the date of final payment.

5.3 All required written Notices shall be submitted to the Owner within 20 Days after occurrence of the event giving rise to such claim, or within 20 Days after the claimant recognizes the condition, whichever is later.

VI. SITE SECURITY

6.1 The Contractor shall be responsible for the security and safety of all project facilities including, but not limited to, all equipment, materials, site structures, and construction thereon. All security measures deemed necessary by the Contractor to comply with this requirement shall be at the Contractor’s expense at no additional cost to the Owner. The Contractor shall be responsible for all site security until final acceptance of the Work by the Owner.

VII. CLEAN-UP, DISPOSAL AND RESTORATION

7.1 The Contractor shall maintain the site of the project in an orderly and clean condition and shall at intervals of no more than three (3) working days and at its expense, remove and legally dispose of accumulations of rubbish or refuse materials, surplus concrete, mortar and excavated materials not required or suitable for backfill from public and private property and rights-of-way. Washings from concrete mixers or mixing boxes shall not be deposited directly or indirectly in the drainage or sewer system or on paved streets. The Contractor shall keep the site, inclusive of vehicular and pedestrian traffic routes through the site, free of dirt and dust by periodic blading, power brooming, watering or other approved means. Road surfaces adjacent to the Work area shall be cleaned of soil with mechanical brooms or other approved methods at the end of each working day. Road shoulders and driveways shall be stabilized so as to allow traffic flow (including mail and paper delivery vehicles, school buses and emergency vehicles) by the end of each working day.

7.2 The Contractor shall confine all equipment, the storage of materials and equipment, and the operations of workmen to areas permitted by law, ordinances, permits, or the requirements of the Contract Documents, and shall not unreasonably encumber the premises with materials or equipment.

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7.3 The Contractor shall not load nor permit any part of any structure to be loaded with weights that will endanger the structure, nor shall any part of the Work be subjected to stresses or pressures that will endanger it.

7.4 Upon completion and before final acceptance of the Work performed under the Agreement, the Contractor shall remove and legally dispose of all rubbish, surplus or discarded materials, false work, forms, temporary structures, field offices, signs, temporary erosion and siltation control measures, and equipment and machinery, and shall leave the site and ground occupied in connection with the performance of the Work in the conditions existing before the Work was started, to the satisfaction of the Owner.

7.5 All waste materials, including but not limited to excavated materials, demolished pavement, arboreal (landscaping) waste and other debris, that are not suitable for Project related purposes (e.g., backfill) or are surplus to the needs of the Project, both as determined by the Owner, shall become the property of the Contractor. The Contractor shall dispose of all such material in accordance with his accepted Disposal Plan, as specified below, at no additional cost to the Owner.

A. The Contractor shall submit a Disposal Plan for review and acceptance by the Owner prior to performing any Work that might generate waste materials. The plan shall include a complete description of the materials that are expected to be encountered and their proposed disposal site(s). The Contractor may change his Disposal Plan only by written notice to the Owner. The acceptance of a plan and/or any related notice to the Owner must be evidenced by a written response from the Owner.

B. The Contractor shall ensure that all permits related to his disposal operations have been obtained, and the Contractor shall comply with all requirements of those permits. The Contractor shall show evidence that all required permits have been obtained for all disposal sites by submitting a copy of all such permits to the Owner as part of the Contractor's Disposal Plan.

End of Section

FES-2: Control of Work Page 1 of 18 of this section February 2026 Springfield Road Gravity Sewer Extension

FES-2: CONTROL OF WORK

I. REUSE OF CONTRACT DOCUMENTS

1.1 Neither the Contractor nor any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with the Owner shall have or acquire any title to or ownership rights in any of the Contract Documents (or copies thereof) prepared by or bearing the seal of the Engineer; and, they shall not reuse any of the Contract Documents on extensions of the Project or any other project without written consent of the Owner and Engineer and specific written verification by the Owner.

II. CONTRACT DOCUMENTS

2.1. The Contract Documents will govern the Work set forth therein.

In cases of conflicts Specifications shall govern over Drawings; figure dimensions shall govern over scaled dimensions; and, detailed Drawings shall govern over general Drawings; unless, the interpretation would result in a violation of any law or regulation applicable to the performance of the Work

2.2. The Contractor shall, upon discovering any error, omission, or discrepancy in the Contract Documents, immediately notify the Owner.

III. SHOP DRAWINGS AND SUBMITTALS

3.1. The Contractor shall compile a complete and comprehensive schedule of all the submittals anticipated to be made during the progress of the Work. The schedule shall include a list of each type of item for which the Contractor’s drawings, Shop Drawings, material affidavits, material samples, certificates, warranties, guarantees, operations and maintenance manuals, testing and adjustment reports, plans, schedules or other types of submittals are required by the Contract Documents.

3.2. Prior to each submittal, the Contractor shall carefully review and coordinate all aspects of each item or sample submitted with any other item or sample being submitted and verify that each item and sample adheres in all respects with the requirements of the Contract Documents.

3.3. The Contractor shall certify that all materials used in the Work are in complete compliance with all specified provisions. Certification shall not be construed as relieving the Contractor from its responsibility of furnishing satisfactory materials. At the time of each submission, the Contractor shall in writing call the Owner's attention to any deviations that the Shop Drawings or samples may have from the requirements of the Contract Documents. By making a submission for approval, the Contractor shall be deemed to have certified that he has checked the items in the Shop Drawings before submitting them and that he is satisfied that, in their present state, they not only meet the requirements of the Contract Documents, but will present no difficulties in the performance and completion of the Work. The Contractor shall clearly note his approval on the Shop Drawings prior to submission to the Owner. Failure of the Contractor to note his approval will be reason for the Owner to return such submission to the Contractor unchecked.

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A. If it appears to the Owner that the Shop Drawings submitted by the Contractor have not been properly checked, even though the Contractor’s approval has been noted thereon, Owner may return such submission to the Contractor unchecked.

B. Markings, written or otherwise, made by the Contractor or by his suppliers or manufacturers must be made on the Submittal in a color other than red. RED is reserved for the exclusive use of the reviewer in marking Submittals.

3.4. The Contractor shall submit digital copies of Shop Drawings or submittals that are required.

Each submission shall be accompanied by letter of transmittal, listing the contents of the submission and identifying each item by reference to specification section or Drawing. The data shown on the Shop Drawings shall be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show the Owner the materials and equipment the Contractor proposes to provide.

3.5. The Contractor shall also submit samples to the Owner for review and approval in accordance with the accepted schedule of submittals. Each sample shall be identified clearly as to material, supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as the Owner may require for review. The review of a separate item or sample will not indicate approval of any assembly in which the separate item or sample functions.

3.6. The Contractor is responsible for submitting all Shop Drawings and schedules in a timely manner to avoid delaying the Work. The Owner shall within 21 Days after receipt, return Shop Drawings and schedules to the Contractor indicating approval or disapproval.

3.7. Review and/or approval of Shop Drawings will be for general conformance with the Contract Documents and shall not relieve the Contractor from the responsibility of furnishing materials and equipment of proper dimension, size, quality, quantity, and all performance characteristics to efficiently perform the requirements and intent of the Contract Documents. Approval shall not be construed as permitting any departure from the Project requirements, authorization of any increase in price, or approval of departures from additional details or instructions previously furnished by the Owner.

3.8. Before submitting each Shop Drawing or sample, the Contractor shall have determined and verified:

A. All field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto;

B. All materials with respect to the intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and

C. All information relative to the Contractor’s sole responsibility in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and progress incident thereto.

3.9. Each Shop Drawing and sample submission shall bear a stamp or specific written indication that the Contractor has satisfied Contractor’s obligation under the Contract Documents with

Page 3 of 18 of this section February 2026 Springfield Road Gravity Sewer Extension County of York, VA respect to the Contractor’s review and approval of that submission. The Contractor’s Shop Drawing stamp shall be as follows (or as otherwise approved by the Owner and Engineer):

(Owner’s Name) (Project Name)

Shop Drawing No.: _________________________________________

Specification Section: ______________________________________

With respect to this Shop Drawing or Sample, I have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto and reviewed or coordinated this Shop Drawing or Sample with other Shop Drawings and samples and with the requirements of the Work and the Contract Documents.

_____ No variation from Contract Documents

_____ Variation from Contract Documents as shown

(Contractor’s Name and Address)

By: _____________________________________________________

Date: _________________________

3.10. The Engineer will review and approve or disapprove or return as incomplete Shop Drawings and samples in accordance with the schedule of submittals submissions accepted by the Engineer. The Engineer’s review and approval or disapproval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The Contractor shall make corrections required by the Engineer, and shall return the requested number of copies of Shop Drawings and samples for review and approval. The Contractor shall direct specific attention in writing to revisions other than the corrections called for by the Engineer on previous submittals. Upon approval, an approved, digital copy will be provided to the Contractor.

3.11. No progress payments will be made to the Contractor until the schedules are submitted to and acceptable to the Engineer. The progress schedule shall be acceptable to the Engineer as being the Contractor’s schedule for the orderly progression of the Work to completion within any specified Contract Times, but such acceptance will neither impose on the Engineer responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve the Contractor from the Contractor’s full responsibility therefor.

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3.12. The Engineer will record time required by the Engineer or Engineer’s consultants for excessive submittal review occasioned by the Contractor’s re-submission, in excess of one re-submission of a required submittal, caused by unverified, unchecked or un-reviewed, incomplete, inaccurate or erroneous, or nonconforming submittals. The Engineer's costs will be an estimated average billing rate for labor plus related expenses and shall be paid by the Contractor upon terms satisfactory to the Owner.

3.13. Within ten (10) Days after the Effective Date of the Agreement, the Contractor shall submit to the Engineer for approval a schedule listing the manufacturer of the items of equipment and materials proposed for the construction. Following approval of the schedule, no changes in material or equipment from those listed will be allowed except in unusual or extenuating circumstances. When such circumstances arise, the Contractor shall request, in writing, the Owner’s approval of the proposed change, stating the circumstances necessitating such a change. The intent of this schedule is to name the manufacturers of material specified by a product standard and to designate which manufacturer will be used when more than one has been named for an item. The schedule shall not be interpreted as allowing any change from base Bid items or those substitute items offered with the Bid and accepted in the Agreement.

3.14. Submittals shall be made in logical groupings representing all submittals from a technical specification section and/or, where appropriate, related section(s). Shop drawing submissions lacking all required submittals under a technical specification section(s) will be returned without review.

3.15. The approval of Shop Drawings shall not relieve the Contractor from the responsibility for proper fittings and construction of the Work nor from furnishing materials and work required by the Contract which may not be indicated on the Shop Drawings when approved.

3.16. Where a Shop Drawing or sample is required by the Specifications, and related work is performed prior to the Owner’s review and approval of the pertinent submission, such work will be the sole responsibility of the Contractor. Owner shall have the right to inspect any such Work, but failure of Owner to inspect such Work shall not be deemed an acceptance by the Owner.

3.17. In proposing alternate materials or construction methods or in requesting Owner determination of alternate materials, submittals must clearly demonstrate that the proposed alternate items clearly meet, in all respects, the requirements of the Contract Documents, design intent of the Project. The burden of proof in all such determinations is up to the Contractor and the Owner’s determination is un-reviewable and final. All such proposals count as submittals in determining the cost of additional reviews in accordance with paragraph 3.12 above.

3.18. Manufacturer’s Certificates

A. The Contractor shall furnish at the time of submitting Shop Drawings the manufacturer’s certificates for items of equipment and products in the various sections of these Specifications.

B. The manufacturer’s warranty and certification submitted for equipment, a product, or component of a product shall indicate that the manufacturer has examined the Contract

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Documents and the equipment, product or component of a product provided will meet the performance criteria and conforms in all respects to the requirements of the Contract Documents.

C. A statement originating from the Contractor, or any of his Subcontractors, suppliers, or any other agent, which merely indicates that a particular item of equipment, product, or component of a product, meets the requirements of the Contract Documents, shall not be considered a certificate. Any such submittal made in this manner will not be approved and the corresponding equipment, product, or component of a product, shall not be approved.

IV. RESERVED

V. RECORD DRAWINGS

5.1 The Contractor shall keep one record copy of all Special Provisions, Specifications, Drawings, Addenda, Written Amendments, Change Orders, Shop Drawings, Owner-approved submittals, and samples at the site in good order and annotated to show all changes made during the construction process. These documents shall be available to the Owner for examination and shall be submitted to the Owner upon completion of the Work. As-built information (including dimensions, materials, existing utilities) shall also be included on the Drawings. Progress payments may be withheld for failure to keep neat, accurate and complete record drawings.

5.2 The Contractor shall include any field changes, deviations from the Drawings due both to field conditions and Change Orders.

5.3 Record information for projects shall include the following as a minimum and as applicable:

A. Size, horizontal and vertical location of all existing utilities uncovered during the course of the Work. This shall include telephone cables and conduits, TV cables and conduits, electrical cables and conduits, gas lines, water line, sewer force mains, sanitary sewers, storm sewers and the like.

B. Horizontal and vertical location of the water, force main, sanitary and storm sewer installed at every 100-foot station, at interconnections, and at fittings, tees, bends and offsets. The frequency and location of survey shots will match the proposed grade elevations shown on the Drawings.

C. Location of lines plugged or capped, blowoffs, and air vents.

D. Location of all restraining devices used; for example, thrust blocks, retainer glands, tie rods, etc.

E. Location of all valves, ends of all lines and other fittings shall be accurately located by triangulation from two permanent structures, which will be visible on the ground surface.

F. Location and size of all taps and service line connections made, including corporation stops (if any) used for testing purposes.

Page 6 of 18 of this section February 2026 Springfield Road Gravity Sewer Extension County of York, VA

G. Size (if greater than ¾”), material, depth and location of both ends of the water service lines are required.

H. Rim elevations of manholes and invert elevations of pipes entering and exiting the manhole.

I. Size, material, depth and location of sewer laterals including:

1. Measurements taken from the nearest downstream manhole, then measure over perpendicular…