2023-11-15 - Design Drawings - White Stone WWTP Phase 2.pdf

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

OWNER

TOWN OF WHITE STONE

C/O PATRICK FRERE, TOWN MANAGER

433 RAPPAHANNOCK DR.

WHITE STONE, VA 22578

PH: (804) 436-4935

TOWN OF WHITE STONE SEWAGE

COLLECTION & TREATMENT SYSTEM - PHASE 2

LANCASTER COUNTY VIRGINIA

SITE LOCATION

MAPPING SOURCE: USGS "IRVINGTON, VA", "FLEETS BAY, VA", "WILTON, VA" "DELTAVILLE, VA" QUAD SHEETS, DATED 2013

PHASE 2

PROJECT

LIMITS

GENERAL NOTES:

1. THE NEW COLLECTION SYSTEM INCLUDES THE INSTALLATION OF 160 GRINDER PUMPS AND 17,500 LINEAR FEET OF NEW SEWER FORCE MAIN RANGING IN SIZE FROM 2"-4". THE PROJECT ALSO INCLUDES THE INSTALLATION OF THE SECOND PHASE OF THE TOWN'S EXISTING WASTEWATER TREATMENT PLANT, A 40,000 MOVING BED BIOLOGICAL REACTOR HOUSED IN PRECAST CONCRETE TANKS, AND A 40,000 GPD

DRIP IRRIGATION DISPOSAL SYSTEM.

1.1. THE LINEAR PORTION OF THE PROJECT CAN BE FOUND ON SHEETS C-3 TO C-19. THE 17,500 LINEAR FEET WILL HAVE APPROXIMATELY A 10-FOOT TRENCH, RESULTING IN APPROXIMATELY 175,000

SQUARE FEET (4.02 ACRES) OF LINEAR PROJECT AREA.

1.2. THE STORMWATER MANAGEMENT PLAN INCLUDES THE DRIP DISPOSAL SYSTEM, ON SHEETS D-1 TO D-6. THE APPROXIMATE ACREAGE OF THE DRAINFIELDS IS NOTED IN THE CALCULATION TABLES ON

SHEET SWM-2 AS 10.71 ACRES.

2. ALL CONSTRUCTION OF THIS SYSTEM SHALL BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF

ENVIRONMENTAL QUALITY SEWAGE COLLECTION AND TREATMENT REGULATIONS, THE VIRGINIA

SEWERAGE HANDLING AND DISPOSAL REGULATIONS, THE TECHNICAL SPECIFICATIONS, AND THE

MANUFACTURER'S RECOMMENDATIONS.

3. CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE STARTING CONSTRUCTION FOR A

PRE-CONSTRUCTION CONFERENCE.

4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY BUILDING AND EQUIPMENT

FOUNDATIONS.

5. ALL TANKS SHALL BE INSTALLED LEVEL (±1/2").

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

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RESOLVING ANY CONFLICTS WITH EXISTING UTILITIES AND SHALL REPAIR, AT HIS OWN EXPENSE, ALL UTILITIES TO BE

RELOCATED OR DAMAGED BY THE CONTRACTOR.

8. BEFORE DIGGING, CALL "MISS UTILITIES" OF VIRGINIA, 1-800-552-7001.

9. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ANY LOCAL PERMITS, BONDS, OR INSPECTIONS, IF REQUIRED BY ANY GOVERNMENT AGENCY.

10. THE CONTRACTOR SHALL COMPLY WITH EROSION AND SEDIMENT CONTROL STANDARDS OUTLINED IN THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THESE

ARE MINIMUM REQUIREMENTS. FIELD CONDITIONS MAY REQUIRE ADDITIONAL CONTROLS.

11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION. THE CONTRACTOR SHALL ERECT AND

MAINTAIN, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY

SAFEGUARDS FOR SAFETY AND PROTECTION.

12. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A COPY OF THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL. STANDARDS AND GUIDELINES FOR TEMPORARY TRAFFIC CONTROL BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THESE STANDARDS AND GUIDELINES SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. THE APPLICABLE TRAFFIC

CONTROLS SHALL BE FOLLOWED DEPENDING ON SPECIFIC SITE CONDITIONS.

13. WHEN WORKING WITHIN THE RIGHT-OF-WAY THE CONTRACTOR SHALL COMPLY WITH THE LATEST

EDITION OF VDOT'S ROAD AND BRIDGE STANDARDS.

14. TO MITIGATE IMPACT TO PRIVATE PROPERTY, EXISTING UTILITIES AND STRUCTURES AND POWER POLES, THE BULK OF THE HDPE PIPING SHALL BE CONSTRUCTED BY THE CONTRACTOR USING DIRECTIONAL DRILLING METHODS. PORTIONS OF THE PIPING, HOWEVER, WILL NEED TO BE OPEN CUT TO FACILITATE MAKING CONNECTIONS AND ACCOMMODATING CHANGES TO LINE AND GRADE AS NEEDED TO CONSTRUCT THE PROJECT.

ANY AREAS WHERE THE CONTRACTOR PROPOSES TO INSTALL TRENCHES IN CLOSE PROXIMITY TO POWER POLES, THE CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY IN PROVIDING TEMPORARY SUPPORT OF THE POLE AND/OR TEMPORARY DEENERGIZING OF THE POWER SYSTEM DURING THE TRENCHING OPERATION. THE CONTRACTOR IS RESPONSIBLE FOR FULLY RESTORING ALL AREAS IMPACTED BY CONSTRUCTION.

SHEET INDEX

GENERAL

G-1 COVER SHEET

G-2 OVERALL LAYOUT & INDEX OF PLAN & PROFILE SHEETS

CIVIL

C-1 EROSION AND SEDIMENT CONTROL NOTES

C-2 EROSION AND SEDIMENT CONTROL DETAILS

C-3 RAPPAHANNOCK DR. & MARY BALL RD.

C-4 RAPPAHANNOCK DR. CONNECTION TO PHASE 1

C-5 CHERRY POINT DR. - STA. 10+00 TO 24+00

C-6 CHERRY POINT DR. - STA. 24+00 TO 35+50

C-7 SHELTON DR.

C-8 BOLES AVE. - STA. 10+00 TO 18+00

C-9 BOLES AVE. - STA. 18+00 TO 27+00

C-10 SHADY LA. - STA. 10+00 TO 19+00

C-11 SHADY LA. - STA. 19+00 TO 28+60

C-12 DAWSON AVE.

C-13 BEACH RD. - STA. 10+00 TO 24+00

C-14 BEACH RD. - STA. 24+00 TO 38+00

C-15 BEACH RD. - STA. 38+00 TO 52+00

C-16 BEACH RD. & OLD MAIL RD. - STA. 52+00 TO 63+50

C-17 BRUCE AVE.

C-18 PINE DR.

C-19 PLEASANT BANKS LA.

C-20 GRINDER PUMP LISTING & SHEET INDEX

C-21 PHASE 2 GRINDER PUMPS CONNECTING TO PHASE 1 FORCEMAIN

C-22 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 1

C-23 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 2

C-24 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 3

C-25 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 4

C-26 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 5

C-27 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 6

C-28 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 7

C-29 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 8

C-30 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 9

C-31 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 10

C-32 GRINDER PUMPS & MULTI-HOUSE COLLECTORS PLAN - 11

C-33 COLLECTION SYSTEM DETAILS - 1

C-34 COLLECTION SYSTEM DETAILS - 2

C-35 COLLECTION SYSTEM DETAILS - 3

C-36 TRAFFIC CONTROL DETAILS

DRIP DISPOSAL

D-1 OVERALL DRAIN FIELD PLAN

D-2 DETAIL - DRAIN FIELDS 1 & 2

D-3 DETAIL - DRAIN FIELDS 3 & 4

D-4 DETAIL - DRAIN FIELDS 5 & 6

D-5 DRIP IRRIGATION DETAILS - 1

D-6 DRIP IRRIGATION DETAILS - 2

MECHANICAL

M-1 PROCESS FLOW DIAGRAM

M-2 SITE PIPING PLAN

M-3 CONTROL BUILDING PLAN

M-4 WWTP PARTIAL PLAN VIEW - 1

M-5 WWTP PARTIAL PLAN VIEW - 2

M-6 WWTP PARTIAL PROFILE - 1

M-7 WWTP PARTIAL PROFILE - 2

M-8 WWTP PARTIAL PROFILE - 3

M-9 TREATMENT PLANT DETAILS - 1

M-10 TREATMENT PLANT DETAILS - 2

STORM WATER MANAGEMENT

SWM-1 STORMWATER QUANTITY NARRATIVE

SWM-2 VRRM EXHIBIT

ELECTRICAL

E-1 ELECTRICAL NOTES, ABBREVIATIONS & SYMBOL LEGEND

E-2 PARTIAL ONE-LINE DIAGRAM

E-3 CONTROL BUILDING ELECTRICAL PLAN

E-4 WWTP ELECTRICAL PLAN - PHASE 1 (EXISTING)

E-5 WWTP ELECTRICAL PLAN - PHASE 2

E-6 DRIP IRRIGATION CONTROL PANEL

E-7 PHASE 2 WWTP CONTROL PANEL

E-8 ELEC. CALCS, GROUNDING PLAN, JUNC. BOX DETAIL

E-9 ELECTRICAL DETAILS

E-10 ELECTRICAL PANEL SCHEDULES

E-11 DRAINFIELD ELECTRICAL SITE PLAN

E-12 WWTP ELECTRICAL SITE PLAN

SURVEY NOTES:

1. HORIZONTAL DATUM IS NAD 83 AND THE VERTICAL DATUM IS NAVD 88 BASED ON A GPS SURVEY BY

BOWMAN TIED TO NGS AND/OR COUNTY GPS MONUMENTS.

2. COMPILED BOUNDARY AND RIGHT OF WAY INFORMATION AS SHOWN HEREON IS COMPILED FROM VDOT R/W PLANS, DEEDS AND PLATS RECORDED IN THE LAND RECORDS OF LANCASTER COUNTY, VIRGINIA

AND MADE TO BEST FIT FOUND MONUMENTATION.

3. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY OF ANY PARCEL, NOR HAVE ANY CORNERS

BEEN SET.

4. THE SURVEYED PROPERTY AS SHOWN HEREON IS SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD. BOWMAN WAS NOT PROVIDED A COMMITMENTS FOR TITLE INSURANCE THEREFORE NOT ALL

EASEMENTS MAY BE SHOWN AND PROPERTIES ARE SUBJECT TO ALL ENCUMBRANCES OF RECORD.

5. BOWMAN PERFORMED IN FIELD LOCATIONS IN JULY, 2021.

6. TOPOGRAPHY SHOWN HEREON IS AERIAL PHOTOGRAMMETRY PROVIDED BY TUCK MAPPING ON 3/14/2020 & 9/16/2021 . MINIMUM SUPPLEMENTAL SURVEY PERFORMED BY BOWMAN CONSULTING. CONTOURS MAY

NOT HAVE BEEN TRIMMED THROUGH DWELLINGS OUTSIDE PROJECT SCOPE AREA.

7. NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED BY BOWMAN AS PART OF THIS DELIVERABLE.

8. SEPTIC TANK LOCATIONS WERE FLAGGED IN THE FIELD BY THE COUNTY INTERMITTENTLY. ALL SEPTIC TANKS MAY NOT BE SHOWN OR MARKED. CONTRACTOR SHALL FIELD LOCATE EACH SEPTIC TANK IN THE

PROJECT AREA.

WASTE WATER

TREATMENT PLANT &

DRAINFIELDS SITE

282 MOSQUITO POINT

ROAD, WHITE STONE

VIRGINIA 22578

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-COV.dwg

CO

VE

R

SH

EE

T gjq26738 PRO-SWM Approval Stamp gjq26738 Elizabeth Southers gjq26738 Text Box 07/31/2023

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

PHASE 2 WWTP

SHEET C-3

SHEET C

-5

SHEET C

-6

SHEET C-7

SHEET C-8

SHEET C-9

SHEET C-10

RAPPAHANNOCK DR. - S

.R. 3

BOLES AVE. -

S.R. 1

CHERRY P

OIN

T

DR. -

S .R

. 6

SHADY LN. - S.R. 638

SHADY LN. - S.R. 652

DAW

SO

N A

VE

S

.R . 1

BE

AC

H R D. -

S .R

. 6

OLD MAIL RD.

SHELTON DR.

BRUCE AVE. - S.R. 1201

PIN

E D

R. - S

.R . 1

PLEASANT BANKS LA.

JAMES WHARF RD. - S.R. 637

SH

EE

T C-1

SH

EE

T C-

SH

EE

T C-1

SH

EE

T C

-1

SHEET C-16

SHEET

C-1

SHEET C-18

SHEET C-19

SHEET C-4

CHESAPEAKE DR. - S.R. 200

MARY BALL RD. - S

.R. 3

SHEET C-11

BR

UCE

AV

E.

S.

R. 1

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

O

VE

RA

LL

L

AY

O

UT

IN

DE

X

O F

PL

AN

P

RO

FI

LE

S

HE

ET

S

GRAPHIC SCALE

( IN FEET )

1 inch = ft.250

NOTES:

1. SHEETS C-5 THROUGH C-19 ARE PLAN AND PROFILE SHEETS FOR THE MAIN

SYSTEM FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER

PUMPS, LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

SECONDARY CONNECTION POINT

TO EXISTING PHASE 1 FORCE MAIN

PRIMARY CONNECTION POINT TO

EXISTING PHASE 1 FORCE MAIN

SANITARY MANHOLE

WATER MANHOLE

SIAMESE CONNECTION

UTILITY POLE

CLEAN OUT

WATER VALVE

SIGN

PK NAIL FOUND

UTILITY PEDESTAL

MAILBOX

GUY WIRE

FENCE LINE

IRON ROD FOUND

DRILL HOLD FOUND

IRRIGATION CONTROL VAVLE

MANHOLE

LIGHT POLE

GROUND LIGHT

FIRE HYDRANT

POWER POLE

UTILITY VAULT

ELECTRIC METER

STORM DRAIN INLET

CONCRETE SIDEWALK

ELECTRIC TRANSFORMER

WATER METER

POINT OF ENTRY

ELECTRIC OUTLET

FIBER OPTIC WITNESS POST

TRAFFIC SIGNAL POLE WITH MAST ARM

COMMUNICATION VAULT

AIR RELEASE VALVE

"#" INCH WATERLINE

SYMBOL & ABBREVIATION LEGEND

TEMPORARY EASEMENT

PERMANENT EASEMENT

IRON PIPE FOUND

POWER POLE

RIGHT OF WAY

WELL

PHASE 2 DRAIN FIELD

PHASE 2 RESERVE

DRAIN FIELD AREA

VRRM GROUND COVER LEGEND

FOREST/OPEN SPACE - 13.85 Ac.

MANAGED TURF - 10.71 Ac.

WWTP SITE - 19.48 Ac.

LINEAR EXEMPTION TO THE VSMP - 4.02 Ac.

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

GENERAL EROSION AND SEDIMENT CONTROL

NOTES

EROSION AND SEDIMENT CONTROL NARRATIVE MINIMUM STANDARDS OF THE VIRGINIA

EROSION AND SEDIMENT CONTROL REGULATIONS

MS-1

MS-2

MS-3

MS-4

MS-5

MS-6

MS-7

MS-8

MS-9

MS-10

MS-11

MS-12

MS-13

MS-14

MS-15

MS-16

MS-17

MS-18

X

N/A

X

X

X

X

X

X

X

X

X

X

N/A

N/A

N/A

N/A

N/A

N/A

COMPLIES

X

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-ENS.dwg

ER

O

SI

O

N

AN

D

SE

DI

M

EN

T

CO

NT

RO

L

NO

TE

S

MS-19

POLLUTION PREVENTION NOTES:

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

TABLE 3.32-D

SITE SPECIFIC SEEDING MIXTURES FOR COASTAL PLAIN AREA

SOILS MAP

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-ENS.dwg

ER

O

SI

O

N

AN

D

SE

DI

M

EN

T

CO

NT

RO

L

DE

TA

IL

S

STORMWATER MANAGEMENT NOTES:

EX. GROUND

EX. 12" RCP CULVERT

RE

MO

VE

E

X.

T

ER

MI

NA

L

FL

US

HI

NG

C

ON

N.

CO

NN

EC

T

TO

E X.

6" F

OR

CE

M

AI

N W

IT

H

6" x4

" R

ED

UC

ER

4" G

AT

E

VA

LV

E

ST

A=

+5

0.0

4"

° B

EN

D

ST

A=

+6 0.0

4"

° B

EN

D

ST

A=

+6

4.3

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D

4" F

OR

CE

M

AI

N

ST

A=

+4

0.0

88 L.F. 8" ENCASEMENT PIPE

UNDER JAMES WHARF RD.

PER VDOT EP-1 DETAIL

ON SHEET C-34

3'

MI

N.

4" HDPE FORCE MAIN

TEST PIT

REQUIRED

TEST PIT

REQUIRED

TEST PIT

REQUIRED

POSSIBLE WATER

SERVICES

3.6 "±18

" M

IN

" M

IN

" M

IN

TEST PIT, SEE NOTE 9

TEST PIT, SEE NOTE 9

TEST PIT, SEE NOTE 9

STA 31+50.00

REMOVE EX. TERMINAL

FLUSHING CONN.

CONNECT TO EX. 6" FORCE MAIN

WITH 6"x4" REDUCER

4" GATE VALVE

N=3,765,309.88 E=12,092,063.52

STA 31+60.00

4" 45° BEND

N=3,765,304.32 E=12,092,055.21

STA 31+64.32

4" 45° BEND

N=3,765,300.08 E=12,092,054.36

STA 38+40.00

TERMINAL FLUSHING CONN.

END 4" FORCE MAIN

N=3,764,924.70

E=12,091,492.56

88 L.F. 8" ENCASEMENT PIPE

PER VDOT EP-1 DETAIL ON SHEET C-34POSSIBLE WATER

SERVICES, TEST

PITS REQUIRED

STA 38+16

SERVICE TEE

STA 37+33

SERVICE TEE

STA 36+16

SERVICE TEE

STA 37+56

SERVICE TEE

PROPOSED TEMPORARY EASEMENT

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

RAPPAHANNOCK DR. - S.R. 3

JAMES WHARF RD. - S.R. 637

MARY BALL RD. - S.R. 3

31+0032+0033+0034+0035+0036+0038+00 37+00

PROFILE - RAPPAHANNOCK DR. & MARY BALL RD. NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. TEES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL DIG TEST PITS AT THREE LOCATIONS ALONG RAPPAHANNOCK

DR. TO DETERMINE THE LOCATION OF THE EXISTING 4" WATER LINE. NOTIFY

OWNER AND ENGINEER IF MAINTAINING 10-FOOT SEPARATION FROM PROPOSED

FORCE MAIN IS NOT POSSIBLE.

9. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

OF THE SHOULDER, 4-FEET FROM THE EDGE OF PAVEMENT, WHICHEVER IS

GREATER, OR NEAR THE RIGHT-OF-WAY LINE WHERE POSSIBLE.

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

RA

PP

AH

AN

NO

CK

D R.

M

AR

Y

BA

LL

R D.

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

CO

NN

EC

T

TO

E

X.

6"

F .M

6" x2 " W

YE

ST

A=

+0

0.0

2" G

AT

E

VA

LV

E 2"

° B

EN

D

ST

A=

+0

3.6

EX. GROUND

3'

MI

N.

2" HDPE FORCE MAIN

AI

R

RE

LE

AS

E

VA

LV

E

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D 2"

F .M

ST

A=

+0

0.0

EX. 18" RCP CULVERT

" M

IN

TEST PIT

REQUIRED

POSSIBLE WATER

SERVICE

" M

IN

STA 10+03.64

2" GATE VALVE

2" 45° BEND

N=3,765,874.97 E=12,093,077.54

STA 19+00.00

AIR RELEASE VALVE

TERMINAL FLUSHING CONN.

END 2" F.M.

N=3,765,390.90 E=12,092,323.13

POSSIBLE WATER

SERVICE, TEST

PIT REQUIRED

EX. 6" PHASE 1

FORCE MAIN

STA 11+21

SERVICE TEE

STA 13+46

SERVICE TEE

STA 14+40

SERVICE TEE

STA 18+90

SERVICE TEE

CONNECT NEW

SERVICE TO

EX. PH1 6"FM

CONNECT NEW

SERVICES TO

EX. PH1 6"FM

STA 10+00.00

CONNECT TO EX. 6" F.M.

6"x2" WYE N=3,765,878.53 E=12,093,078.32

AVOID EX. WATER METER

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

RAPPAHANNOCK DR. - S.R. 3

10+0011+0012+0013+0014+0015+0017+00 16+00

PROFILE - RAPPAHANNOCK DR. CONNECTION TO PHASE 1

18+0019+0020+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

RA

PP

AH

AN

NO

CK

D R.

C O

NN

EC

TI

O

N

TO

P

HA

SE

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. TEES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL DIG TEST PITS AT THREE LOCATIONS ALONG RAPPAHANNOCK

DR. TO DETERMINE THE LOCATION OF THE EXISTING 4" WATER LINE. NOTIFY

OWNER AND ENGINEER IF MAINTAINING 10-FOOT SEPARATION FROM PROPOSED

FORCE MAIN IS NOT POSSIBLE.

9. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

OF THE SHOULDER, 4-FEET FROM THE EDGE OF PAVEMENT, WHICHEVER IS

GREATER, OR NEAR THE RIGHT-OF-WAY LINE WHERE POSSIBLE.

3"

° B

EN

D

ST

A=

+3 9.4

3"

° B

EN

D

ST

A=

+3 4.3

3"

° B

EN

D

ST

A=

+1 4.3

3"

° B

EN

D

ST

A=

+0 9.1

3"

° B

EN

D

ST

A=

+5 6.8

3"

° B

EN

D

ST

A=

+5 4.0

3"

° B

EN

D

ST

A=

+3 1.9

3"

° B

EN

D

ST

A=

+2 9.1

3"

° B

EN

D

ST

A=

+4 9.0

3"

° B

EN

D

ST

A=

+4 7.3

3"

° B

EN

D

ST

A=

+4

7.3

3"

° B

EN

D

ST

A=

+0 1.2

3"

° B

EN

D

ST

A=

+9 8.5

3"

° B

EN

D

ST

A=

+2 8.5

3"

° B

EN

D

ST

A=

+2 5.9

ST

A

+5 1.5

6 S

HA

DY

LA

NE

3" T

EE

3" x2 " R

ED

UC

ER

(N

W

(2 ) 3

" G

AT

E

VA

LV

ES

2" G

AT

E

VA

LV

E

ST

A=

+0

0.0

3'

MI

N.

3" HDPE FORCE MAIN

3"

° B

EN

D

ST

A=

+3 2.0

3"

° B

EN

D

ST

A=

+4

9.7

TEST PIT

REQUIRED

POSSIBLE WATER SERVICE

" M

IN

STA 10+00.00

= STA 24+51.56 SHADY LANE.

3" TEE

3"x2" REDUCER (NW)

(2) 3" GATE VALVES

2" GATE VALVE

N=3,764,904.30 E=12,092,623.60

STA 11+25.91

3" 45° BEND

N=3,764,803.74 E=12,092,556.01

STA 11+28.57

3" 45° BEND

N=3,764,801.10 E=12,092,556.23

STA 11+98.57

3" 45° BEND

N=3,764,747.78 E=12,092,510.87

STA 12+01.22

3" 45° BEND

N=3,764,747.56 E=12,092,508.22

STA 12+47.37

3" 45° BEND

N=3,764,712.41 E=12,092,478.32

STA 12+49.08

3" 45° BEND

N=3,764,710.71 E=12,092,478.46

STA 14+29.13

3" 45° BEND

N=3,764,574.35 E=12,092,360.89

STA 14+31.95

3" 45° BEND

N=3,764,571.53

E=12,092,361.12

STA 14+54.00

3" 45° BEND

N=3,764,557.25 E=12,092,377.91

STA 14+56.83

3" 45° BEND

N=3,764,554.43 E=12,092,378.14

STA 16+09.18

3" 45° BEND

N=3,764,438.44 E=12,092,279.35

STA 16+14.31

3" 45° BEND

N=3,764,433.34 E=12,092,279.76

STA 16+34.31

3" 45° BEND

N=3,764,418.11 E=12,092,266.79

STA 16+39.43

3" 45° BEND

N=3,764,417.70 E=12,092,261.69

STA 10+32.00

3" 45° BEND

N=3,764,879.40

E=12,092,603.50POSSIBLE WATER SERVICE,

TEST PIT REQUIRED

PROPOSED

PERMANENT

UTILITY EASEMENT

STA 22+98

SERVICE TEE

STA 21+63

SERVICE TEE

STA 20+07

SERVICE TEE

STA 17+89

SERVICE TEE

STA 15+93

SERVICE TEE

STA 12+21

SERVICE TEE

STA 10+99

SERVICE TEE

STA 10+97

SERVICE TEE

STA 10+49.73

3" 45° BEND

N=3,764,861.77 E=12,092,605.37

STA 10+89

SERVICE TEE

STA 13+66

SERVICE TEE

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

CHERRY POINT DR. - S.R. 638 BOLES AVE.S.R. 1204

SH

AD

Y LA. - S.R

. 652

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-6

BOLES AVE. F.M.,

SEE SHEET C-8

SHADY LA. F.M.,

SEE SHEET C-11

10+0011+0012+0013+0014+0015+0017+0018+0019+0020+0021+0022+0023+0024+00 16+00

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-6

PROFILE - CHERRY POINT DR. - STA. 10+00 TO 24+00

SH

AD

Y LA. - S.R

. 638

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

CH

ER

RY

P

O

IN

T

DR

S

TA

. 1

0+

T O

4+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

STA 24+70.99

= STA 10+00 SHELTON DR.

3"x2" TEE

(2) 3" GATE VALVES

(1) 2" GATE VALVE

N=3,763,784.62

E=12,091,722.51

STA 34+75.00

AIR RELEASE VALVE

TERMINAL FLUSHING CONN.

END 3" FORCE MAIN

N=3,763,020.26 E=12,091,071.52

STA 30+03.85

2" MHC

3"x2" TEE

(2) 3" GATE VALVES

2" GATE VALVE

N=3,763,378.95 E=12,091,377.01

STA 34+47.21

2" MHC

3"x2" TEE

(2) 3" GATE VALVES

2" GATE VALVE

N=3,763,041.41 E=12,091,089.54

STA 29+05

SERVICE TEE

STA 32+94

SERVICE TEE

STA 26+62

SERVICE TEE

STA 27+37

SERVICE TEE

EX. GROUND

AI

R

RE

LE

AS

E

VA

LV

E

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D 3"

F

OR

CE

M

AI

N

ST

A=

+7

5.0

ST

A

+0 0 S

HE

LT

ON

D

R.

3" x2 " T

EE

(2

) 3 " G

AT

E

VA

LV

ES

(1

) 2 " G

AT

E

VA

LV

E

ST

A=

+7

0.9

3'

MI

N.

3" HDPE FORCE MAIN

2" M

HC

3" x2 " T

EE

(2

) 3 " G

AT

E

VA

LV

ES

2"

G

AT

E

VA

LV

E

ST

A=

+4

7.2

2" M

HC

3" x2 " T

EE

(2

) 3 " G

AT

E

VA

LV

ES

2"

G

AT

E

VA

LV

E

ST

A=

+0

3.8

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

CHERRY POINT DR. - S.R. 638

SH

ELTO

N D

R

FO

R

ES

T

H

AV

EN

D

R

S .R

. 1

M

YW

AY

L

A.

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-5

SHELTON DR. F.M., SEE SHEET C-7

24+0025+0026+0027+0028+0029+0031+0032+0033+0034+0035+00 30+00

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-5

PROFILE - CHERRY POINT DR. - STA. 24+00 TO 35+50

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

CH

ER

RY

P

O

IN

T

DR

S

TA

. 2

4+

T O

5+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

STA 10+00.00

= STA 24+66.31 CHERRY POINT DR.

3"x2" TEE

(2) 3" GATE VALVES

(1) 2" GATE VALVE

N=3,763,784.62

E=12,091,722.51STA 10+32.91

2" 45° BEND

N=3,763,806.11

E=12,091,697.58

STA 10+52.69

2" 45° BEND

N=3,763,825.81 E=12,091,695.78

STA 11+81.99

BEGIN 1,000'R CURVE

N=3,763,910.63 E=12,091,598.19

STA 12+03.26

END 1,000'R CURVE

N=3,763,924.41

E=12,091,581.99STA 13+42.23

BEGIN 1,000'R CURVE

N=3,764,013.33 E=12,091,475.18

STA 13+77.06

END 1,000'R CURVE

N=3,764,035.14 E=12,091,448.03

STA 14+86.92

2" 11.25° BEND

N=3,764,102.44

E=12,091,361.21

STA 15+25.00

TERMINAL FLUSHING CONN.

END 2" FORCE MAIN

N=3,764,119.45

E=12,091,327.13

PROPOSED 10' PERMANENT

UTILITY EASEMENT

STA 15+18

SERVICE TEE

STA 15+14

SERVICE TEE

STA 13+69

SERVICE TEE

STA 12+83

SERVICE TEE

EX. GROUND

ST

A

+6 6.3

1 C

HE

RR

Y

PO

IN

T

DR

3" x2 " T

EE

(2

) 3 " G

AT

E

VA

LV

ES

(1

) 2 " G

AT

E

VA

LV

E

ST

A=

+0

0.0

2"

° B

EN

D

ST

A=

+3 2.9

2"

° B

EN

D

ST

A=

+5

2.6

BE

GI

N 1,0

'R

C

UR

VE

ST

A=

+8 1.9

EN

D 1,0

'R

C

UR

VE

ST

A=

+0 3.2

BE

GI

N 1,0

'R

C

UR

VE

ST

A=

+4 2.2

EN

D

1,0

'R C

UR

VE

ST

A=

+7

7.0

2"

.25 ° B

EN

D

ST

A=

+8

6.9

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D

2" F

OR

CE

M

AI

N

ST

A=

+2

5.0

3'

MI

N.

2" HDPE FORCE MAIN

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

C H

ER

R

Y

PO

IN

T

D R

S

.R . 6

SHELTON DR.

CHERRY POINT DR. F.M., SEE SHEET C-6

10+0011+0012+0013+0014+0015+00

PROFILE - SHELTON DR.

50 50

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

SH

EL

TO

N

DR

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

= STA 23+55.73 SHADY LANE

3"x2" TEE

(2) 3" GATE VALVES

2" GATE VALVE

N=3,764,871.49

E=12,092,706.16

STA 10+38.77

2" 45° BEND

N=3,764,900.83 E=12,092,731.49

STA 10+44.42

2" 45° BEND

BEGIN 30'R CURVE

N=3,764,906.47 E=12,092,731.08

STA 10+96.72

END 30'R CURVE

N=3,764,952.39 E=12,092,731.68

TEST PIT REQUIRED

PROPOSED PERMANENT

UTILITY EASEMENT

STA 15+39

SERVICE TEE

STA 16+57

SERVICE TEE

STA 14+36

SERVICE TEE

EX. GROUND

ST

A

+5 5.7

3 S

HA

DY

LA

NE

3" x2 " T

EE

(2

) 3 " G

AT

E

VA

LV

ES

2"

G

AT

E

VA

LV

E

ST

A=

+0

0.0

2"

° B

EN

D

ST

A=

+3 8.7

2"

° B

EN

D

BE

GI

N

'R

C

UR

VE

ST

A=

+4

4.4

EN

D

'R

C

UR

VE

ST

A=

+9 6.7

3'

MI

N.

2" HDPE FORCE MAIN

TEST PIT

REQUIRED

EX. 8" W.L.

18" MIN.

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

CHERRY POINT DR. - S.R. 638

SH

AD

Y LA. - S.R

. 638

BOLES AVE. - S.R. 1204

SH

AD

Y LA. - S.R

. 652

ST

A.

8+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-9

SHADY LA. F.M., SEE SEE SHEET C-11

CHERRY POINT DR. F.M.,

SEE SHEET C-5

10+00 11+00 12+00 13+00 14+00 15+00 17+00 18+0016+00

ST

A.

8+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-9

PROFILE - BOLES AVE. - STA. 10+00 TO 18+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

BO

LE

S

AV

E.

ST

A.

0+

T

O

8+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

OF THE SHOULDER, 4-FEET FROM THE EDGE OF PAVEMENT, WHICHEVER IS

GREATER, OR NEAR THE RIGHT-OF-WAY LINE WHERE POSSIBLE.

PROPOSED

PERMANENT

EASEMENT

STA 26+00.00

AIR RELEASE VALVE

TERMINAL FLUSHING CONN.

END 2" FORCE MAIN

N=3,765,904.74 E=12,093,894.81

STA 21+39

SERVICE TEE

STA 21+49

SERVICE TEE STA 23+39

SERVICE TEE

STA 25+52

SERVICE TEE

EX. GROUND

AI

R

RE

LE

AS

E

VA

LV

E

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D 2"

F

OR

CE

M

AI

N

ST

A=

+0

0.0

3'

MI

N.

2" HDPE FORCE MAIN

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

BOLES AVE. - S.R. 1204

ST

A.

8+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-8

18+00 19+00 20+00 21+00 22+00 23+00 25+00 26+0024+00

ST

A.

8+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-8

PROFILE - BOLES AVE. - STA. 18+00 TO 27+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

BO

LE

S

AV

E.

ST

A.

8+

T

O

7+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

SEE NOTE 9 STA 10+00.00

= STA 31+08.03 BEACH RD.

4" TEE

4"x3" REDUCER (SW)

(2) 4" GATE VALVES

3" GATE VALVE

N=3,763,967.58 E=12,093,691.96

STA 10+49.20

4" 45° BEND

ROTATED VERT.

N=3,763,998.42

E=12,093,653.63

STA 11+08.99

4" 45° BEND

ROTATED VERT.

N=3,764,058.05

E=12,093,649.23

STA 12+88.12

4" 45° BEND

N=3,764,175.05 E=12,093,513.59

STA 12+90.38

4" 45° BEND

N=3,764,177.30 E=12,093,513.42

STA 13+10.38

4" 45° BEND

N=3,764,190.37 E=12,093,498.28

STA 13+12.63

4" 45° BEND

N=3,764,190.20 E=12,093,496.02

STA 16+14.59

= STA 10+00 DAWSON AVE.

4"x2" TEE 4"x3" REDUCER (NW)

4" GATE VALVE

3" GATE VALVE

2" GATE VALVE

N=3,764,387.42

E=12,093,267.37

34 L.F. 12"

ENCASEMENT PIPE

PER VDOT EP-1 DETAIL

ON SHEET C-34

TEST PIT REQUIRED

POSSIBLE WATER SERVICE,

TEST PIT REQUIRED

POSSIBLE WATER SERVICE,

TEST PIT REQUIRED

PROPOSED PERMANENT

UTILITY EASEMENT

STA 11+93

SERVICE TEE

STA 13+56

SERVICE TEE

STA 16+07

SERVICE TEE

STA 18+69

SERVICE TEE

STA 13+76

SERVICE TEE

EX. GROUND

ST

A

+0 8.0

3 B

EA

CH

R

D.

4"

T

EE

4" x3

" R

ED

UC

ER

(S W

(2

) 4 " G

AT

E

VA

LV

ES

3"

G

AT

E

VA

LV

E

ST

A=

+0

0.0

4"

° B

EN

D

RO

TA

TE

D

VE

RT

ST

A=

+4

9.2

4"

° B

EN

D

RO

TA

TE

D

VE

RT

ST

A=

+0

8.9

4"

° B

EN

D

ST

A=

+8 8.1

4"

° B

EN

D

ST

A=

+9

0.3

4"

° B

EN

D

ST

A=

+1 0.3

4"

° B

EN

D

ST

A=

+1

2.6

ST

A

+0 0 D

AW

SO

N

AV

E.

4" x2 " T

EE

4" x3 " R

ED

UC

ER

(N

W

4" G

AT

E

VA

LV

E 3"

G

AT

E

VA

LV

E

2" G

AT

E

VA

LV

E

ST

A=

+1

4.5

34 L.F. 12" ENCASEMENT

PIPE UNDER BEACH RD.

PER VDOT EP-1 DETAIL

ON SHEET C-343'

MI

N.

4" HDPE FORCE MAIN3" HDPE FORCE MAIN

TEST PIT

REQUIRED

EX. 2.25" W.L.

2.4

TEST PIT

REQUIRED

POSSIBLE WATER SERVICE

TEST PIT

REQUIRED

POSSIBLE WATER SERVICE

" M

IN

" M

IN

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

BE

AC

H R

D

S .R

. 6

SHADY LA. - S.R. 652

D

AW

SO

N

A

VE

S

.R . 1

ST

A.

9+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

DAWSON AVE. F.M., SEE SHEET C-12

BEACH RD. F.M., SEE SHEET C-14

10+0011+0012+0013+0014+0015+0017+0018+0019+00 16+00

ST

A.

9+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

PROFILE - SHADY LA. - STA. 10+00 TO 19+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

SH

AD

Y

LA

S

TA

. 1

0+

T O

9+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. TEES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. ACCORDING TO RECORDS, THE EXISTING 2.25" WATER LINE IS ABANDONED.

LOCATION SHOWN IS APPROXIMATE (SEE NOTE 8). IF THE EX. WATER LINE

INTERFERES WITH THE INSTALLATION OF THE PROPOSED FORCE MAIN, REMOVAL

WILL BE REQUIRED.

9. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

SEE NOTE 9

STA 23+55.73

- STA 10+00 BOLES AVE.

3"x2" TEE

(2) 3" GATE VALVES

2" GATE VALVE

N=3,764,871.49 E=12,092,706.16

STA 23+75.57

3" 45° BEND

N=3,764,884.45 E=12,092,691.13

STA 24+14.23

3" 45° BEND

N=3,764,880.84 E=12,092,652.64

STA 24+51.56

= STA 10+00 CHERRY POINT DR.

3" TEE

3"x2" REDUCER (NW)

(2) 3" GATE VALVES

2" GATE VALVE

N=3,764,904.30

E=12,092,623.60

STA 24+61.49

2" 45° BEND

N=3,764,910.54 E=12,092,615.88

STA 24+92.80

2" 45° BEND

N=3,764,941.67 E=12,092,612.56

STA 25+55.18

2" 45° BEND

N=3,764,980.82 E=12,092,564.00

STA 25+63.70

2" 45° BEND

N=3,764,989.30 E=12,092,563.09

STA 26+83.70

2" 45° BEND

N=3,765,064.62 E=12,092,469.68

STA 26+92.22

2" 45° BEND

N=3,765,063.71 E=12,092,461.20

STA 28+84.94

TERMINAL FLUSHING CONN.

END 2" FORCE MAIN

N=3,765,184.67

E=12,092,311.18

STA 21+00.00

AIR RELEASE VALVE

N=3,764,704.46 E=12,092,899.81

TEST PIT

REQUIRED

POSSIBLE WATER

SERVICES, TEST

PITS REQUIRED

STA 20+67

SERVICE TEE

STA 19+71

SERVICE TEE

STA 22+41

SERVICE TEE

STA 27+91

SERVICE TEE

STA 27+89

SERVICE TEE

STA 27+38

SERVICE TEE

EX. GROUND

AI

R

RE

LE

AS

E

VA

LV

E

ST

A=

+0 0.0

- S

TA

+0

0 B

OL

ES

A

VE

3" x2

" T

EE

(2 ) 3

" G

AT

E

VA

LV

ES

2" G

AT

E

VA

LV

E

ST

A=

+5

5.7

3"

° B

EN

D

ST

A=

+7 5.5

3"

° B

EN

D

ST

A=

+1 4.2

ST

A

+0 0 C

HE

RR

Y

PO

IN

T

DR

3" T

EE

3" x2 " R

ED

UC

ER

(N

W

(2 ) 3

" G

AT

E

VA

LV

ES

2" G

AT

E

VA

LV

E

ST

A=

+5

1.5

2"

° B

EN

D

ST

A=

+6 1.4

2"

° B

EN

D

ST

A=

+9 2.8

2"

° B

EN

D

ST

A=

+5 5.1

2"

° B

EN

D

ST

A=

+6

3.7

2"

° B

EN

D

ST

A=

+8 3.7

2"

° B

EN

D

ST

A=

+9

2.2

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D

2" F

OR

CE

M

AI

N

ST

A=

+8

4.9

3'

MI

N.

3" HDPE FORCE MAIN2" HDPE FORCE MAIN

TEST PIT

REQUIRED

EX. 2.5"

W.L.

18" MIN.

TEST PIT

REQUIRED

TEST PIT

REQUIRED

POSSIBLE WATER SERVICE.

POSSIBLE WATER SERVICE.

" M

IN

" M

IN

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

SHADY LA. - S.R. 652

C H

ER

R

Y

PO

IN

T

D R

S.

R . 6

BO

LE

S

AV

E.

S.

R . 1

ST

A.

9+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

BOLES AVE. F.M., SEE SHEET C-8

CHERRY POINT DR. F.M., SEE SHEET C-5

28+00 27+00 26+00 25+00 24+00 23+00 21+00 20+00 19+0022+00

ST

A.

9+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

PROFILE - SHADY LA. - STA. 19+00 TO 28+60

29+00

R

AP

PA

H

AN

N

O C

K D

R

S .R

. 3

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. TEES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. ACCORDING TO RECORDS, THE EXISTING 2.25" WATER LINE IS ABANDONED.

LOCATION SHOWN IS APPROXIMATE (SEE NOTE 8). IF THE EX. WATER LINE

INTERFERES WITH THE INSTALLATION OF THE PROPOSED FORCE MAIN, REMOVAL

WILL BE REQUIRED.

9. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

OF THE SHOULDER, 4-FEET FROM THE EDGE OF PAVEMENT, WHICHEVER IS

GREATER, OR NEAR THE RIGHT-OF-WAY LINE WHERE POSSIBLE.

RAPPAHANNOCK DR.

CONNECTION TO PHASE 1 F.M.,

SEE SHEET C-4

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

SH

AD

Y

LA

S

TA

. 1

9+

T O

8+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

PROPOSED PERMANENT

EASEMENT

PROPOSED TEMPORARY EASEMENT

= STA 16+14.59 SHADY LANE

4"x2" TEE 4"x3" REDUCER (NW)

4" GATE VALVE

3" GATE VALVE

2" GATE VALVE

N=3,764,387.42

E=12,093,267.37

STA 10+62.36

BEGIN 200'R CURVE

N=3,764,434.64 E=12,093,308.10

STA 10+70.42

END 200'R CURVE

N=3,764,440.85 E=12,093,313.24

STA 18+80.00

AIR RELEASE VALVE

TERMINAL FLUSHING CONN.

END 2" FORCE MAIN

N=3,765,074.84 E=12,093,816.71

TEST PIT REQUIRED

STA 11+02

SERVICE TEE

STA 13+31

SERVICE TEE

STA 15+25

SERVICE TEE

STA 15+62

SERVICE TEE

STA 18+74

SERVICE TEE

EX. GROUND

EX. 15" RCP CULVERT

ST

A

+1 4.5

9 S

HA

DY

LA

NE

4" x2 " T

EE

4" x3 " R

ED

UC

ER

(N

W

4" G

AT

E

VA

LV

E 3"

G

AT

E

VA

LV

E

2" G

AT

E

VA

LV

E

ST

A=

+0

0.0

BE

GI

N

0'R C

UR

VE

ST

A=

+6

2.3

EN

D

0'R

C

UR

VE

ST

A=

+7 0.4

AI

R

RE

LE

AS

E

VA

LV

E

TE

RM

IN

AL

F

LU

SH

IN

G

CO

NN

EN

D 2"

F

OR

CE

M

AI

N

ST

A=

+8

0.0

3.3

3'

MI

N.

2" HDPE FORCE MAIN

TEST PIT

REQUIRED

EX. 8" W.L.

18" MIN.

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

SH

AD

Y

LA

S

.R . 6

DAWSON AVE. - S.R. 1208

SHADY LA. F.M., SEE SHEET C-10

10+00 11+00 12+00 13+00 14+00 15+00

PROFILE - DAWSON AVE.

50 50

16+00 17+00 18+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

DA

W

SO

N

AV

E.

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

CONNECT TO EX.

PH1 6" F.M. WITH

6"x4" T.S. & V.

N=3,765,710.47 E=12,094,792.38

STA 10+12.66

4" 45° BEND

N=3,765,700.33 E=12,094,784.81

STA 10+15.49

4" 45° BEND

N=3,765,699.92 E=12,094,782.01

STA 10+29.30

4" 45° BEND

N=3,765,708.18 E=12,094,770.95

STA 10+32.12

4" 45° BEND

N=3,765,707.77 E=12,094,768.15

STA 10+43.78

4" 11.25° BEND

N=3,765,698.43

E=12,094,761.18

STA 10+75.21

4" 45° BEND

N=3,765,670.24 E=12,094,747.27

STA 10+78.04

4" 45° BEND

N=3,765,667.56 E=12,094,748.18

STA 10+98.04

4" 45° BEND

N=3,765,649.62 E=12,094,739.34

STA 11+00.87

4" 45° BEND

N=3,765,648.71 E=12,094,736.66

STA 13+27.83

4" 45° BEND

ROTATED VERT.

N=3,765,445.16 E=12,094,636.28

STA 13+30.66

4" 45° BEND

ROTATED VERT.

N=3,765,442.48 E=12,094,637.19

STA 13+60.68

4" 45° BEND

N=3,765,415.56 E=12,094,623.91

STA 13+63.51

4" 45° BEND

N=3,765,414.65 E=12,094,621.24

STA 15+78.18

4" 45° BEND

N=3,765,222.11 E=12,094,526.29

STA 15+86.62

4" 45° BEND

N=3,765,214.08 E=12,094,529.02

STA 15+94.81

BEGIN 2,515'R CURVE

N=3,765,206.74 E=12,094,525.40

STA 17+92.33

END 2,515'R CURVE

N=3,765,026.33 E=12,094,445.08

STA 18+90.33

BEGIN 1,175'R BEND

N=3,764,935.31 E=12,094,408.77

STA 20+38.31

END 1,175'R BEND

N=3,764,801.68 E=12,094,345.44

STA 20+65.94

4" 45° BEND

N=3,764,777.50 E=12,094,332.06

STA 20+77.82

4" 45° BEND

BEGIN 1,170'R BEND

N=3,764,774.42 E=12,094,320.58

STA 22+41.19

END 1,170'R CURVE

N=3,764,640.26 E=12,094,227.60

STA 24+73.32

4" 45° BEND

N=3,764,459.17 E=12,094,082.38

STA 24+77.56

4" 45° BEND

N=3,764,454.95 E=12,094,082.84

25 L.F. 12" ENCASEMENT PIPE

PER VDOT EP-1 DETAIL ON

SHEET C-34

STA 18+50.00

AIR RELEASE VALVE

N=3,764,972.77 E=12,094,423.71

TEST PIT

REQUIRED

TEST PIT

REQUIRED

PROPOSED 10' PERMANENT

UTILITY EASEMENT, TYP.

STA 20+80.82

= STA 10+00 BRUCE AVE.

4"x3" TEE

(2) 4" GATE VALVES

3" GATE VALVE

N=3,764,771.84

E=12,094,319.05

STA 17+55

SERVICE TEE

STA 17+86

SERVICE CROSS

STA 19+27

SERVICE TEE

STA 21+45

SERVICE TEE

STA 21+57

SERVICE TEE

STA 21+77

SERVICE TEE

STA 22+25

SERVICE TEE

STA 22+43

SERVICE TEE

STA 23+28

SERVICE TEE

STA 24+06

SERVICE TEE

STA 24+84

SERVICE TEE

STA 22+87.73

1.5" MHC

4"x1.5" TEE

(2) 4" GATE VALVES

1.5" GATE VALVE

N=3,764,603.95

E=12,094,198.48

STA 15+25

SERVICE TEE

EX. GROUND

EX. 15" RCP CULVERT

TEST PIT

REQUIRED

EX. 4" W.L.

TEST PIT

REQUIRED

EX. 2.25" W.L.

EN

D

1,1

'R B

EN

D

ST

A=

+3

8.3

4"

° B

EN

D

ST

A=

+6 5.9

4"

° B

EN

D

BE

GI

N

1,1

'R B

EN

D

ST

A=

+7

7.8

EN

D

1,1

'R C

UR

VE

ST

A=

+4

1.1

4"

° B

EN

D

ST

A=

+9 8.0

CO

NN

EC

T

TO

E

X.

PH

1 6 " F

.M . W

IT

H

6" x4

" T .S

V

ST

A=

+0

0.0

4"

° B

EN

D

ST

A=

+1 2.6

4"

° B

EN

D

ST

A=

+1

5.4

4"

° B

EN

D

ST

A=

+2 9.3

4"

° B

EN

D

ST

A=

+3

2.1

4"

.25 ° B

EN

D

ST

A=

+4

3.7

4"

° B

EN

D

ST

A=

+7 5.2

4"

° B

EN

D

ST

A=

+7

8.0

4"

° B

EN

D

ST

A=

+0 0.8

4"

° B

EN

D

RO

TA

TE

D

VE

RT

ST

A=

+2

7.8

4"

° B

EN

D

RO

TA

TE

D

VE

RT

ST

A=

+3

0.6

4"

° B

EN

D

ST

A=

+6 0.6

4"

° B

EN

D

ST

A=

+6

3.5

4"

° B

EN

D

ST

A=

+7 8.1

4"

° B

EN

D

ST

A=

+8

6.6

BE

GI

N 2,5

'R

C

UR

VE

ST

A=

+9 4.8

EN

D

2,5

'R C

UR

VE

ST

A=

+9

2.3

BE

GI

N 1,1

'R

B

EN

D

ST

A=

+9 0.3

" M

IN

25 L.F. 12" ENCASEMENT PIPE

UNDER BRUCE AVE. PER VDOT

EP-1 DETAIL ON SHEET C-34

AI

R

RE

LE

AS

E

VA

LV

E

ST

A=

+5 0.0

" M

IN

" M

IN

3'

MI

N.

4" HDPE FORCE MAIN

ST

A

+0 0 B

RU

CE

A

VE

4" x3 " T

EE

(2

) 4 " G

AT

E

VA

LV

ES

3"

G

AT

E

VA

LV

E

ST

A=

+8

0.8

1.5 " M

HC

4" x1 .5"

T

EE

(2 ) 4

" G

AT

E

VA

LV

ES

1.5 " G

AT

E

VA

LV

E

ST

A=

+8

7.7

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

C H

ES

AP

EA

KE

D R

S

.R . 2

BEACH RD. - S.R. 639

BR

U

C E

AV

E.

S.

R . 1

1ST

A.

4+

M

AT

C

H L

IN

E

- S

EE

S H

EE

T

C -1

BRUCE AVE. F.M., SEE SHEET C-17 EX. PHASE 1 6" FORCE MAIN

10+0011+0012+0013+0014+0015+0017+0018+0019+00 16+00

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

PROFILE - BEACH RD. - STA. 10+00 TO 24+00

25 25 20+0021+0022+0023+0024+00

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

BE

AC

H

RD

S

TA

. 1

0+

T O

4+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

STA 24+73.32

4" 45° BEND

N=3,764,459.17 E=12,094,082.38

STA 24+87.56

4" 45° BEND

N=3,764,447.15 E=12,094,076.59

STA 24+91.80

4" 45° BEND

N=3,764,446.69 E=12,094,072.37

STA 24+77.56

4" 45° BEND

N=3,764,454.95 E=12,094,082.84

STA 26+11.10

AIR RELEASE VALVE

4" 45° BEND

N=3,764,353.61

E=12,093,997.73

STA 26+71.76

4" 45° BEND

N=3,764,305.08 E=12,093,963.94

STA 26+77.42

4" 45° BEND

N=3,764,304.46 E=12,093,958.32

STA 30+53.61

4" 45° BEND

N=3,764,010.97 E=12,093,722.97

STA 30+57.86

4" 45° BEND

N=3,764,006.76 E=12,093,723.44

STA 31+08.11

= STA 10+00 SHADY LANE

4" TEE

4"x3" REDUCER (SW)

(2) 4" GATE VALVES

3" GATE VALVE

N=3,763,967.58

E=12,093,691.96

STA 31+17.86

3" 45° BEND

N=3,763,959.99 E=12,093,685.85

STA 31+22.10

3" 45° BEND

N=3,763,959.53 E=12,093,681.63

STA 35+28.30

BEGIN 795'R CURVE

N=3,763,643.03 E=12,093,427.01

STA 35+90.72

END 795'R CURVE

3" 45° BEND

N=3,763,592.92 E=12,093,389.84

STA 35+97.80

3" 45° BEND

BEGIN 800'R CURVE

N=3,763,591.56

E=12,093,382.88

STA 38+49.85

END 800'R CURVE

N=3,763,363.89 E=12,093,277.18

STA 26+16.76

4" 45° BEND

N=3,764,347.99

E=12,093,998.35STA 32+55.00

AIR RELEASE VALVE

N=3,763,855.98

E=12,093,598.33

POSSIBLE WATER SERVICE,

TEST PIT REQUIRED

STA 24+06

SERVICE TEE

STA 24+84

SERVICE TEE

STA 24+96

SERVICE TEESTA 25+66

SERVICE TEE

STA 26+99

SERVICE TEE

STA 27+09

SERVICE TEE

STA 28+98

SERVICE TEE

STA 32+98

SERVICE TEE

STA 38+00

SERVICE TEE

STA 36+87

SERVICE TEE

STA 34+79

SERVICE TEE

STA 30+97

SERVICE TEE

STA 29+98

SERVICE TEE

STA 27+46.62

1.5" MHC

4"x1.5" TEE

(2) 4" GATE VALVES

1.5" GATE VALVE

N=3,764,250.47

E=12,093,915.03

EX. GROUND

4"

° B

EN

D

ST

A=

+7 3.3

4"

° B

EN

D

ST

A=

+7

7.5

4"

° B

EN

D

ST

A=

+8 7.5

4"

° B

EN

D

ST

A=

+9

1.8

AI

R

RE

LE

AS

E

VA

LV

E 4"

° B

EN

D

ST

A=

+1

1.1

4"

° B

EN

D

ST

A=

+7 1.7

4"

° B

EN

D

ST

A=

+7

7.4

4"

° B

EN

D

ST

A=

+5 3.6

4"

° B

EN

D

ST

A=

+5

7.8

ST

A

+0 0 S

HA

DY

LA

NE

4" T

EE

4" x3 " R

ED

UC

ER

(S

W

(2 ) 4

" G

AT

E

VA

LV

ES

3" G

AT

E

VA

LV

E

ST

A=

+0

8.1

3"

° B

EN

D

ST

A=

+1 7.8

3"

° B

EN

D

ST

A=

+2

2.1

BE

GI

N

5'R C

UR

VE

ST

A=

+2

8.3

EN

D

5'R

C

UR

VE

3"

° B

EN

D

ST

A=

+9

0.7

3"

° B

EN

D

BE

GI

N

0'R

C

UR

VE

ST

A=

+9

7.8

4"

° B

EN

D

ST

A=

+1 6.7

3'

MI

N.

4" HDPE FORCE MAIN

3" HDPE FORCE MAIN

AI

R

RE

LE

AS

E

VA

LV

E

ST

A=

+5 5.0

TEST PIT

REQUIRED

POSSIBLE WATER SERVICE.

1.5 " M

HC

4" x1 .5"

T

EE

(2 ) 4

" G

AT

E

VA

LV

ES

1.5 " G

AT

E

VA

LV

E

ST

A=

+4

6.6

" M

IN

TO

W

N O

F W

H

IT

E S

TO

N

E S

E W

A G

E C

O

LL

E C

TI

O

N

T R

E A

TM

E

N T

- P H

A S

E

LA

N

C A

S T

E R

C O

U N

T Y

V

IR

G

IN

IA

B ow m an

C on su lti ng G ro up

, L td

P ho ne

7)

-1

F ax

7)

-4 w w w .b ow m an co ns ul tin g.

co m

B ow m an

C on su lti ng G ro up

, L td

M cL aw s C irc le

S ui te

W ill ia m sb ur g, V irg in ia

PROJECTNO

TCW/DWD DWD RJK

OCT. 8, 2021

8271-01-005-XXX

8271-01-005

SH

AD

Y

LA

S

.R . 6

BEACH RD. - S.R. 639

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

3STA. 38+00 - M

ATC

H

LIN

E - SEE SH

EET C-15

SHADY LA. F.M., SEE SHEET C-10

24+0025+0026+0027+0028+0029+0031+0032+0033+00 30+00

ST

A.

8+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

PROFILE - BEACH RD. - STA. 24+00 TO 38+00

34+0035+0036+0037+0038+00

ST

A.

4+

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

-1

P:\8271 - White Stone\8271-01-005 (ENG) - WW Phase 2 Design Phase\Engineering\Engineering Plans\8271-01-005-PNP.dwg

BE

AC

H

RD

S

TA

. 2

4+

T O

8+

GRAPHIC SCALE

( IN FEET )

1 inch = ft.50

NOTES:

1. SHEETS C-5 THROUGH C-19 REFER TO ALIGNMENT FOR THE MAIN SYSTEM

FORCEMAINS. REFER TO SHEETS C-20 THROUGH C-32 FOR GRINDER PUMPS,

LATERALS AND MULTI-HOUSE COLLECTORS (MHC).

2. SERVICE TEES SHOWN IN PROFILE FOR MHC'S AND FORCEMAIN. WYES FOR

SERVICE LATERALS ARE SHOWN IN PLAN ONLY.

3. THERE SHALL BE NO OPEN CUTTING OF VDOT PAVEMENT ALONG RAPPAHANNOCK

DR., SHADY LA., OR BEACH RD. ALL FORCEMAINS, LATERALS AND MHC'S SHALL BE

DIRECTIONALLY DRILLED OR INSTALLED IN ENCASEMENT PIPE (AS NOTED) UNDER

PAVEMENT ON THOSE ROADS.

4. REFER TO SHEET C-35 FOR FLUSHING CONNECTION AND TERMINAL FLUSHING

DETAILS.

5. CASING PIPE SHALL EXTEND BEHIND DITCH WHEN CROSSING ROADWAY.

6. A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN PRIVATE WELLS AND

FORCEMAINS.

7. EXISTING WATER LINES SHOWN ON THE PLANS ARE BASED UPON SCHEMATIC

RECORDS AND MAY NOT REFLECT THEIR ACTUAL LOCATION. CONTRACTOR SHALL

MAINTAIN 10-FOOT MINIMUM HORIZONTAL AND 18-INCH VERTICAL SEPARATIONS

BETWEEN EXISTING WATER LINES AND PROPOSED FORCE MAINS.

8. CONTRACTOR SHALL ENSURE LINES ARE LOCATED LONGITUDINALLY AT THE BACK

STA 38+49.85

END 800'R CURVE

N=3,763,363.89 E=12,093,277.18

STA 43+61.91

3" 45° BEND

N=3,762,871.37 E=12,093,137.04

STA 43+66.15

3" 45° BEND

N=3,762,867.67 E=12,093,139.11

STA 43+81.93

= STA 10+00 PLEASANT BANKS DR.

3"x2 TEE 3"x2" REDUCER (SW)

3" GATE VALVE

(2) 2" GATE VALVES

N=3,762,852.50…