Site Plan - ZMM Final 4.21.26.pdf

SIGNS

TREE LINE

HANDICAP PARKING

FIRE HYDRANT

SANITARY SEWER

CLEANOUT

GATE VALVE

WATER LINE

WATER METER

CURB INLET

DROP INLET

END SECTION / END WALL

MANHOLE

GAS LINE

EXISTING DEMO NEW

CONCRETE PAD/WALK

CENTERLINE OR BASELINE

PROPERTY LINE

BENCHMARK

STORM SEWER LINE

PAVEMENT

SITE FEATURES

BUILDING

GRAVEL

DESCRIPTION

CONCRETE CURB

CONCRETE CURB

& GUTTER

SPOT ELEVATIONS

CONTOURS

G

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CO

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SD

112.00

X X X X FENCING

G

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GAS METERM

M M

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ELECTRIC - UNDERGROUND

ELECTRIC - OVERHEADOHE OHE

UGE UGE

TELEPHONE - UNDERGROUNDUGT UGT

FIBER OPTIC - UNDERGROUNDFO FO

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PROJECT SITE

Frederick County Parks and Recreation 107 North Kent Street Winchester, VA 22601

PROJECT INFORMATIONSITE LOCATION

THE NEW

OLD CHARLES TOWN ROAD PARK

FREDERICK COUNTY PARKS AND RECREATION

FREDERICK COUNTY, VIRGINIA

SITE PLAN #59-23

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

1. OWNER:

FREDERICK COUNTY PARKS AND RECREATION

107 NORTH KENT STREET

WINCHESTER, VA 22601

(540) 665-5678

2. ARCHITECT/ENGINEER:

ZMM ARCHITECTS & ENGINEERS

1116 SOUTH MAIN STREET

BLACKSBURG, VA 24060

(540) 552-2151 FAX (540) 951-0219

3. PROJECT LOCATION:

692 OLD CHARLES TOWN ROAD

STEPHENSON, VA 22656

4. PROPERTY INFORMATION:

TAX PARCELS 44-A-139, 44-A-292B

CURRENT USE VACANT

PROPOSED USE RECREATION

TOTAL SITE AREA 24.92 ACRES

DISTURBED AREA 19.97 ACRES

MAGISTERIAL DISTRICT STONEWALL

ZONING R4

5. PREVIOUS SITE PLANS:

REZONING #06-03

MDP #03-20

6. PROFFER STATEMENT "STEPHENSON VILLAGE RESIDENTIAL PLANNED COMMUNITY":

PROFFER #8 IS RESOLVED WITH DEED OF GIFT DATED FEBRUARY 23, 2015, ON

PAGE 3, PARAGRAPH 3.

PROFFER #9 IS ONLY RELEVANT TO RESIDENTIAL DEVELOPMENT AREAS AND NOT

APPLICABLE TO THIS PROJECT.

PROFFER #12 & #16 HAVE BEEN RESOLVED WITH THE NEPA THAT WAS PERFORMED

BY STOKES ENVIRONMENTAL ASSOCIATES, LTD. PROJECT NUMBER SEA 24-5965,

ISSUED SEPTEMBER 30, 2024.

Fax: 540.951.0219

PROFESSIONAL SEALS

DRAWING INDEXLEGEND

OF FIVE (5) YEARS FROM DATE OF APPROVAL.

* THIS SITE PLAN SHALL BE VALID FOR A PERIOD

APPROVAL SIGNATURE

ZONING ADMINISTRATOR

APPROVED BY FREDERICK COUNTY

NUMBER TITLE

T001 TITLE SHEET

C101 OVERALL SITE PLAN

C102 SITE SURVEY

C103 DIMENSIONAL PLAN

C104 DIMENSIONAL DETAILS 1

C105 DIMENSIONAL DETAILS 2

C106 DIMENSIONAL DETAILS 3

C107 VDOT ENTRANCE PLAN

C108 VDOT DETAILS

C109 VDOT GENERAL NOTES

C201 UTILITY PLAN

C202 WATER DETAILS

C203 SEWER DETAILS

C301 GRADING PLAN

C302 STORM DRAIN PLAN

C303 STORM DRAIN PROFILES

C304 STORM DRAIN PROFILES AND DETAILS

C305 STORMWATER MANAGEMENT DETAILS

C401 EROSION CONTROL NOTES

C402 EROSION CONTROL STAGE 1

C403 EROSION CONTROL STAGE 2

C404 EROSION CONTROL DETAILS 1

C405 EROSION CONTROL DETAILS 2

C406 EROSION CONTROL DETAILS 3

C501 LANDSCAPING PLAN

C502 LANDSCAPING DETAILS

C503 IRRIGATION PLAN 1

C504 IRRIGATION PLAN 2

C505 IRRIGATION DETAILS

E101 ELECTRICAL DETAILS

E201 ELECTRICAL NEW WORK PLAN

E301 PHOTOMETRIC PLAN

SCALE: 1" = 2,000'

VICINITY MAP

PROJECT

SITEMARTINSBURG PIKE

McCANNS ROAD M

IL

BU

RN

R

O

AD

OLD CHARLES

TOWN RD

GUN C

LU

B R

OAD

(ROUTE 11)

SNOWDEN

BRIDGE

BLVD

VICINITY MAP

04.21.2026

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N I A

P R O F E S S I O N A L E N G I N E E R

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EXIST

BLDG

30' FREDERICK

WATER EASEMENT

30' FREDERICK

WATER EASEMENT

30' FREDERICK

WATER EASEMENT

EXISTING

GRAVEL

AREA

SPLENDOR GARDEN WAY(20' ROW - 25 MPH)

JITTERBUG WAY(20' ROW - 25 MPH)

PR

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BRASSTOWN LOOP(20' ROW - 25 MPH)

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OLD CHARLES TOWN ROAD

(20' ROW - 40 MPH)

STEPHENSON ROAD

(20' ROW - 40 MPH)

EXIST

GRAVEL

DRIVE

EXIST 20'

WATER

ESMT

EXIST

SHELTER

OLD CHARLES TOWN ROAD

(VARIABLE ROW - 45 MPH)

(MAJOR COLLECTOR)

20' FREDERICK

WATER EASEMENT

30' FREDERICK

WATER EASEMENT

1. WETLAND DELINEATION PERFORMED BY:

TRIAD ENGINEERING, INC.

1075-D SHERMAN AVENUE

HAGERSTOWN, MD 21740

DATED: 03/24/23

2. PHASE 1 ENVIRONMENTAL SITE ASSESSMENT PERFORMED BY:

TRIAD ENGINEERING, INC.

1075-D SHERMAN AVENUE

HAGERSTOWN, MD 21740

DATED: 03/24/23

3. SITE SURVEY PERFORMED BY:

GREENWAY ENGINEERING, INC.

151 WINDY HILL LANE

WINCHESTER, VA 22602

PHONE: (540) 662-4185

DATED: 06/29/2023

4. GRID NORTH IS BASED UPON VIRGINIA NAD 83 NORTH ZONE

5. VERTICAL DATUM IS BASED UPON NAVD88

6. RELOCATION / ABANDONMENT, AND/OR DAMAGES TO EXISTING UTILITIES

ENCOUNTERED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE

CONTRACTOR AND ALL ASSOCIATED COSTS SHALL BE PAID FOR BY THE

CONTRACTOR.

7. ALL EXISTING UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO

REMAIN SHALL BE PROTECTED AT ALL TIMES.

GENERAL NOTES

FREDERICK COUNTY REQUIRED LANDSCAPING:

PARKING LOT:

PERIMETER: 1 TREE PER 2,000 SF FOR 1ST 100,000 SF

99,478 SF PARKING LOT: 50 PERIMETER TREES

HEDGE: 3' HIGH HEDGE ADJACENT TO ROAD AND PROPERTIES

652 LF ADJACENT TO ROAD AND PROPERTIES: 1 PLANT = 4 LF OF HEDGE

163 PLANTS REQUIRED

AREA: 5% OF PARKING AREA LANDSCAPED

99,500 SF PARKING LOT: 4,980 SF OF PARKING LOT LANDSCAPED

INTERIOR: 1 TREE / 10 SPACES

186 PARKING SPACES: 19 INTERIOR SHADE TREES

LANDSCAPING PROVIDED:

PARKING LOT:

50 PERIMETER SHADE TREES

20 INTERIOR SHADE TREES

163 HEDGE PLANTS

7,177 SF OF PARKING LOT LANDSCAPED: 7.2%

LANDSCAPING CALCULATIONS

UTILITY PROVIDERS

CONTACT INFORMATION

FREDERICK WATER

315 TASKER ROAD

STEPHENS CITY, VA 22655

POC: EARL WILEY (540)-868-1061

VERIZON

404 HILLANDALE LANE

WINCHESTER, VA 22602

POC: MIKE WALLACE (540)-868-0097

RAPPAHANNOCK ELECTRIC COOPERATIVE

137 KELLEY COURT

FRONT ROYAL, VA 22630

POC: MARK ROY (540)-622-5138

ZONING CALCULATIONS

BUILDING INFORMATION

RESTROOM / PICNIC SHELTER BUILDING: 0.07 ACRES

LOT SIZE: 24 ACRES

FAR: 0.01

PARKING SPACES

REQUIRED: NO ZONING REQUIREMENT

PROVIDED: 186

ADA REQUIRED: 7

ADA PROVIDED: 8

LOADING: NONE PER ZONING

FORESTED AREA CALCULATIONS:

8.44 ACRES OF EXISTING WOODLAND

3.41 ACRES OF WOODLAND DISTURBED: 40.4%

5.03 ACRES OF WOODLAND REMAINING: 59.6%

c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N I A

P R O F E S S I O N A L E N G I N E E R

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04.21.2026

2023029

C101SCALE: 1" = 50'

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ADJACENT PROPERTIES

MULTIPURPOSE FIELDMULTIPURPOSE FIELD

PARKING AREA

186 SPACES

MULTIPURPOSE FIELD

MULTIPURPOSE

PAVED PLAY

COURTS

RESTROOM / PICNIC

SHELTER

WALKING PATH

PLAYGROUND

AREA

STORMWATER

MANAGEMENT AREA

260'

0'

156'

7'

TO MEET THE INTENT OF THE OCRP MASTER PLAN, A CONNECTOR

TRAIL ON THE FREDERICK COUNTY PUBLIC SCHOOLS PROPERTY

WILL BE SUBMITTED ON A SEPARATE PLAN BY OTHERS, EXACT

LOCATION TBD.

STREAM CROSSING TO BE MADE

WITH ARCH PIPE TO AVOID ANY

DISTURBANCE TO THE STREAM

SEE SHEET C107 FOR VDOT AND

SIGHT DISTANCE INFORMATION

c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

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04.21.2026

2023029

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04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N

KEY NOTES

1 ASPHALT PAVEMENT TYPE 1 - SEE DETAIL 1 ON SHEET C104

ASPHALT PAVEMENT TYPE 2 - SEE DETAIL 2 ON SHEET C104

8' CHAIN LINK FENCE - SEE DETAIL ON SHEET C104

STOP SIGN / STOP BAR - SEE DETAILS ON SHEET C104

3 ASPHALT WALKING PATH - SEE DETAIL 3 ON SHEET C104

4 4' CHAIN LINK FENCE - SEE DETAIL ON SHEET C104

7 CROSSWALK - SEE DETAIL 5 ON SHEET C104

6 PAVEMENT STRIPING - SEE DETAIL ON SHEET C104

PIPE GATE - SEE DETAIL ON SHEET C104

NOT USED

9 VDOT CURB AND GUTTER CG-6 - SEE DETAIL ON SHEET C104

10 VDOT CURB CG-2 - SEE DETAIL 10 ON SHEET C104

13 NOT USED

14 ADA PARKING SPACE AND STRIPING - SEE DETAIL ON SHEET

C104

15 ADA PARKING SIGN - SEE DETAIL ON SHEET C104

16 CONCRETE FLUMES - SEE DETAIL ON SHEET C104

17 BOLLARDS - SEE DETAIL ON SHEET C104

18 BASKETBALL HOOPS - SEE DETAIL SHEET C105

19 VDOT CG-12C ADA RAMP - SEE DETAIL ON SHEET C104

20 PARK ENTRANCE SIGN - SEE DETAIL ON SHEET C105

21 SIDEWALK - SEE DETAIL ON SHEET C104

22 FUTURE FIELD LIGHTING

23 VDOT CG-12A ADA RAMP - SEE DETAIL ON SHEET C104

24 BEGIN / END YELLOW CURB MARKING FIRE LANE

25 SIGN C - SEE DETAIL ON SHEET C104

26 RUBBERMAID LANDMARK SERIES - 35 GALLON, BROWN,

DOME TOP TRASH CAN ON A 3'X3' CONCRETE SLAB

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EXIST

BLDG

R4.00'

R4.00'

R4.0 0'

R66.00'R15 .00

R4.50'

R100.00' R124.00'

R42.50'

R

0.

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R16.00'

R16.00'

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R

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R68.00'

R100.00'

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R 8.

R34.50'

R42.50'

R8.00'

R8.0 0'

R30.00'

R30.00'

R30.00'20 .0

0'

20.00' 24.00' 20.00' 20.00' 24.00'

20.00' 20.00' 24.00' 20.00' 20.00' 24.00' 20.00' 20.00' 24.00' 10.00'

24.00'20.00' 24.00'

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122.47' 271.02'

1.

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210.00' 20.00' 26.00'

R3 4.

131313

171718 88

MULTIPURPOSE FIELD MULTIPURPOSE FIELD

MULTIPURPOSE

PAVED PLAY

COURTS

MULTIPURPOSE FIELD

12 3

7 7

9.00'

PLAYGROUND AREA

OLD CHARLES TOWN ROAD

RESTROOM /

PICNIC SHELTER

ENLARGED PLAN

(SEE SHEET C106)

ENLARGED PLAN

(SEE SHEET C105)

ENLARGED PLAN

(SEE SHEET C106)21.16'

EXISTING

GRAVEL

AREA

3.00'

22 22

23 23

EXIST

GRAVEL

DRIVE

R50.00'

R8.00'

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SHELTER

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9.00'

9.00'

ENLARGED PLAN

(SEE SHEET C105)

88 88

17.25'

16.87'

.4

5'

10.00'127.97'

R

.0 0'

R50.00'

103.43'

1. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB,

EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES.

2. ALL PARKING LOT AND SIDEWALK RADII SHALL BE 5 FEET UNLESS

OTHERWISE NOTED.

3. PARKING SPACES SHALL BE 9'X20', UNLESS OTHERWISE NOTED, AND

SHALL BE SEPARATED BY 4 INCH WIDE WHITE PAINTED LINES.

4. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND

SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED

CONCRETE, REINFORCED WITH WWF 6X6, W1.4 X W1.4 OR FIBROUS

REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF

VDOT TYPE #57 AGGREGATE.

5. ALL PADS SUPPORTING MECHANICAL OR ELECTRICAL EQUIPMENT SHALL

BE 10" THICK PLACED ON 4" OF COMPACTED VDOT TYPE 21A AGGREGATE.

PADS SHALL EXTEND 6" ABOVE GRADE OR 4" ABOVE PAVEMENT AND 6"

BEYOND EQUIPMENT IN EACH DIRECTION AND SHALL BE REINFORCED

WITH #4 BARS @ 12" EW, PLACED 6" CLEAR FROM TOP OF SLAB.

6. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETE

INTO AREAS AS SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACING

EQUAL TO THE SIDEWALK WIDTH. JOINTS SHALL BE TOOLED OR SAWN

INTO CONCRETE A DEPTH EQUAL TO 14 OF CONCRETE THICKNESS.

7. EXPANSION JOINTS: PROVIDE PRE-MOLDED JOINT FILLER EXPANSION

JOINTS WHERE NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTS

CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES,

EXISTING WALKS, AND OTHER FIXED OBJECTS. LOCATE EXPANSION

JOINTS IN SIDEWALKS AT A MAXIMUM OF 50' O.C. JOINT FILLER SHALL

EXTEND THE FULL LENGTH AND DEPTH OF JOINT, BUT SHALL BE LET

DOWN 12" BELOW THE FINISHED SURFACE AND THE RESULTANT SPACE

FILLED WITH URATHANE JOINT SEALER.

8. COORDINATE EXACT SIZE AND LOCATION OF MECHANICAL AND

ELECTRICAL EQUIPMENT PADS WITH EQUIPMENT FURNISHED.

DIMENSIONAL PLAN NOTES

c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

4/2 1/2

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2023029

C103SCALE: 1" = 50'

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DIMENSIONAL PLAN NOTES

Fr ed er ic k C ou nt y Pa rk s an d

R ec re at io n

TO MEET THE INTENT OF THE OCRP MASTER PLAN, A CONNECTOR

TRAIL ON THE FREDERICK COUNTY PUBLIC SCHOOLS PROPERTY

WILL BE SUBMITTED ON A SEPARATE PLAN BY OTHERS, EXACT

LOCATION TBD.

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MMO N W E A L T H O F V I R G I N

c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

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Fr ed er ic k C ou nt y Pa rk s an d

R ec re at io n

4000 psi CONC. REINF.

WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING

2" R

4"

4" COMPACTED

AGGREGATE BASE

(VDOT 21-B)

SUBGRADE

4" TOPSOILLIMIT OF

SUBGRADE

1"

SLOPE TO DRAIN (1

4"/FT MAX)

SEE PLAN FOR WIDTH

CONCRETE SIDEWALK

NO SCALE

LIMIT OF

SUBGRADE

SUBGRADE

LIMIT OF 4" TOPSOIL

THIS AREA

MAY BE CONCRETE

AT THE OPTION

OF THE CONTRACTOR

FINISH

GRADE

FACE OF

CURB

R2"

THE BOTTOM OF THE

CURB AND GUTTER MAY BE

CONSTRUCTED PARALLEL TO

THE SLOPE OF SUBSURFACE

COURSES PROVIDEDA MINIMUM

DEPTH OF 7" IS MAINTAINED

4" COMPACTED

AGGREGATE BASE

(VDOT 21-B)

PVMT DEPTH

6"

4"

6" 6" 2'-0"

4"

7"

VDOT STANDARD CURB AND GUTTER (CG-6)

NO SCALE

SURFACE

BASE

4" TOPSOIL

COMP SUBGRADE SUBGRADE

LIMIT OF

LIMIT OF

SUBGRADE

6"6"6"

6"

4"

4" COMPACTED

AGGREGATE BASE

(VDOT 21-B)

CONCRETE

4"

FINISHED GRADE

VDOT STANDARD CURB

(CG-2)

NO SCALE

UNIVERSAL HANDICAP

PARKING SPACE

4" SOLID WHITE STRIPES PLACED

2.5' O/S AT 45° WITH 4" SOLID WHITE

BORDER

9' TYP9' TYP

EXPANSION

JOINT

COMPACTED

SUBGRADE

4" COMPACTED

AGGREGATE BASE

(VDOT 21-B)

4000 PSI CONCRETE

4"

4"

6"

7"

6"

SLOPE

1/4":1'-0"(MAX.)

TYP WALK-SEE

PLAN FOR WIDTH

STD. VDOT CG-2 (SEE VDOT ROAD

AND BRIDGE STANDARDS FOR

FURTHER DETAILS)

TYPICAL CONCRETE WALK AND

CURB SECTION

NO SCALE

2'-0"

8"

3' -0

" M

IN

CAST ALUM. COLLAR

(MATCH POLE FINISH)

12" DIA. GALV. CORR STL.

TUBE PACK W/ DRY SAND

1"

`R DIA. STL. GROUND

SPIKE. ALL WELD

CONSTRUCTION

STL. SUPPORT PL.

STL. BOT. PL.

4 INTERNAL STL.

CENTERING WEDGES

4 HARDWOOD WEDGES

FINISH GRADE

ALUM. POLE

SEALANTPO

LE

H

EI

G H

T

SE

E

SP

EC

S

NOTE:

VERIFY ALL SIZES AND DIMENSIONS W/

MFGR. RECOMMENDATIONS.

4'-6"

FLAGPOLE DETAIL

NO SCALE

SUBGRADE

LIMIT OF

2" SM-9.5

SURFACE COURSE

6" VDOT 21-B

COMPACTED AGGREGATE

COMPACTED SUBGRADE

3" BM-25

INTERMEDIATE COURSE

TYPE 1 PAVEMENT

NO SCALE

"C

"A"

POST

"C"

"B" "A"

DEPTH

40" 36" 44" 40" 36"

16" 14" 16" 14" 12"

42"

38"

38" 46" 42"

EMBED.

1" (T

YP

40"16" 42"

30" 24"

DEPTH

32" 26"

"B" "C" POST

36" 36" 36"

30" 36"

38"

38" 38"

38" 32" 32" 30"

EMBEDMENT

18" 44"46"

40"42" 42" 40"

HEIGHT

FABRIC

6' TO 9'

3' TO 5'

10' TO 12'

6' TO 9'

3' TO 5'

LEAF

GATE

7' TO 12'

3' TO 6'

WIDTH

4.000"

2.875"

(OD)

POST

GATE

8'-0"13' 6.625"

DIAM

10" 6"

"A"

TERMINAL

POST

TYPE

LINE

12"

18" 18"

12" 10"

TERMINAL

TERMINAL

LINE

TERMINAL

LINE

LINE 8"

HEIGHT

FABRIC

5'-0"

6'-0" TO 9'-0"

10'-0" TO 12'-0"

3'-0" TO 4'-0"

10' TO 12'

24"TERMINAL13'-0" TO 18'-0" LINE 24"

NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS

LINE AND TERMINAL POSTS

DIAM

GATE POST

CONCRETE

FOOTING

GRADE

"B

FA

BR

IC

H

EI

G

H T

BOTTOM RAIL

ON FUTSOL

DOUBLE

KNUCKLE

POST CAP

TOP RAIL

DIA. OF

POST

AS

SPECIFIED

10' CENTER OF POST TO

CENTER OF POST (MAXIMUM)

CHAIN LINK FENCE &

FOUNDATION

NO SCALE

SUBGRADE

LIMIT OF

6" VDOT 21-B

COMPACTED AGGREGATE

COMPACTED SUBGRADE

2" SM-9.5

SURFACE COURSE

TYPE 2 PAVEMENT

NO SCALE

1/4":1' SLOPE

COMPACTED

SUBGRADE

4" COMPACTED

AGGREGATE BASE

(VDOT 21-B)

`C

2" ASPHALT

SURFACE

COURSE

VDOT SM-9.5A

10'

1' 4' 4'

1'

ASPHALT PATH

NO SCALE

TOPSOIL & SEED

OVER AGGREGATE

BASE

ONSITE PAVEMENT MARKINGS

NO SCALE

NOTE

ALL EDGE LINES, CENTERLINES, SKIP LINES,

CROSSWALKS AND DIRECTIONAL ARROWS

SHALL BE THERMOPLASTIC TYPE B, CLASS I

AND PLACED IN ACCORDANCE WITH VDOT

2007 ROAD & BRIDGE SPECIFICATIONS.

HANDICAP AND PARKING PAVEMENT

MARKINGS SHALL BE TYPE 3, WATER-BASED

100% ACRYLIC PAINT OR APPROVED EQUAL

FINISHED GRADE

FLUME SHALL BE

FORMED AND POURED

WITH NO JOINTS

FACE OF CURB

4" VDOT 21-A COMPACTED

AGGREGRATE BASE

4000 PSI FIBER

REINFORCED CONC

2"R

6" 6"

VARIES

4"

4"

6" 6"

CONCRETE FLUME

NO SCALE

LENGTH

(EXTEND FROM CURB TO CURB)

2'

2' W

ID

TH

(A

S N

O

TE

D O

N P

LA

N

S)

SL

O

PE

D

N 1:

M

AX

CURB CUT

SEE PLAN

FOR WIDTH

CONC

CURB

VDOT CG-12C ADA

RAMP (PERPENDICULAR)

NO SCALE

6' M

IN

2' M

IN

PROVIDE 24" WIDE CAST IN PLACE TRUNCATED

DOME DETECTABLE WARNING SYSTEM. USE ADA

SOLUTIONS INC. (OR APPROVED EQUAL) COLOR

SELECTION BY A/E

PED PATH

SEE PLAN

FOR WIDTH

GRASS MEDIAN

6" C

UR

B

DN 1:10

SLOPE

SL

O

PE

D

N 1:

M

AX

SLOPE

DN 1:10

MAXMAX

CONC SIDEWALK (TYP)

CURB CUT

SEE PLAN

FOR WIDTH

TAPER CURB

WITH RAMP CONC

CURB

SE

E

PL

AN

F O

R

W

AL

K W

ID

TH

PROVIDE "TRUNCATED DOME"

DETECTABLE WARNING

PER VDOT CG-12

VDOT CG-12A HANDICAP

RAMP (PERPENDICULAR)

NO SCALE

RED

30"x30"

VAN

ACCESSIBLE

TOW-AWAY ZONE

PENALTY

$100 - $500

RESERVED

PARKING

12"

9" 9"

PENALTY SIGN BELOW

#GS20-37.6 (MTL)

VAN ACCESSIBLE SIGN

MOUNTED BELOW SYMBOL

SIGN

16 GA ALUMINUM SIGNS W/ REFLECTIVE

BACKGROUND AND LETTERING. ATTACH W/

NON-CORROSIVE 3/8" MACHINE BOLTS W/

WASHERS, 2 PER SIGN.

2" x 12 GAUGE

SQUARE TUBE

SIGN POST

2"x7" ANCHOR SLEEVE

(2)CORNER BOLTS

FINISHED GRADE

SIGN POST DETAIL(VDOT STD STP-1)

NO SCALE

4"

NOTE:

1. CORNER BOLTS SHALL BE 5 8" CARRIAGE HEAD BOLT

WITH SERRATED FLANGE NUT.

2. CORNER BOLTS SHALL BE USED FOR ATTACHING THE

SQUARE TUBE SIGN POST TO THE ANCHOR SLEEVE.

3. IN ALL INSTALLATIONS, THE FIRST HOLE ABOVE

GROUND LINE ON THE SIGN, ANCHOR SLEEVE MUST

BE IN LINE FOR INSERTION OF THE CORNER

BOLTS.

4. NYLON WASHER SHALL BE 116" THICK MINIMUM WITH

AN OUTSIDE DIAMETER OF 1" AND AN INSIDE

DIAMETER OF 716".

5. TOP OF SIGN PANEL SHALL BE FLUSH WITH TOP OF

THE POST.

6. SIGN PANEL DESIGN SHALL BE IN ACCORDANCE WITH

VDOT STD SPD-5

3' -0

AN

C H

O R

S

LE

EV

E

1'-0"

1' -6

M

IN

CONCRETE

CLASS A3

POSTS SHALL BE

REMOVABLE FROM

ANCHOR SLEEVE AFTER

CONCRETE HAS SETSQUARE TUBE

SIGN POST

NYLON

WASHER

SIGN

PANEL

8" X 31

2" HEX HEAD BOLT W/

FLAT WASHER AND LOCK

WASHER UNDER NUT AND A

NYLON WASHER UNDER

HEAD

BREAKAWAY POST WITH

FOUNDATION. SEE DETAIL.

12"

16 GA ALUMINUM SIGNS W/ REFLECTIVE

BACKGROUND AND LETTERING. ATTACH W/

NON-CORROSIVE 3/8" MACHINE BOLTS W/

WASHERS, 2 PER SIGN.

BREAKAWAY POST WITH

FOUNDATION. SEE DETAIL.

16 GA ALUMINUM SIGNS W/ REFLECTIVE

BACKGROUND AND LETTERING. ATTACH W/

NON-CORROSIVE 3/8" MACHINE BOLTS W/

WASHERS, 2 PER SIGN.

WHITE

WHITE

COLORS TO MEET ADA CODE

PARKING

NO

LANE

FIRE

SIGN LETTERING

SHALL BE RED

BREAKAWAY POST WITH

FOUNDATION. SEE DETAIL.

SIGN C

NO SCALE

SIGN B

NO SCALE

SIGN A

NO SCALE

HOT BITUMINOUS GROUT MAT'L

TOP OF GALV STEEL DOWEL

FLUSH WITH TOP OF CONCRETE

3/4" GALV STEEL DOWEL

IMBEDDED 6" INTO

PAVEMENT SECTION IN

2 #4 BARS

CONTINUOUS

PARKING BUMPER

NO SCALE (PRECAST CONCRETE)

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N

X X

X X

X X

X X

X X

X X X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXXXXXXX

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XX

X

X

X

X

X

X

X

X X X X

X

X

X

0+53

0+00 c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

4/2 1/2

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DETAILS 2

2023029

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Fr ed er ic k C ou nt y Pa rk s an d

R ec re at io n

GOOSE NECK BASKETBALL HOOP

NO SCALE

FUTSOL / BASKETBALL COURTS

TYPE 2 PAVEMENT

ASPHALT WALKING PATH

R8.00' R8.00' R8.00' R8.00' R8.00' R8.00'

8.00'

BASKETBALL GOAL

8' CHAIN LINK FENCE

8.

ENTRANCE

54.00'

.0

0'

R5.00'

R10.00'

R124.00'

R30.00' R30.00'

R100.00'

R5.00'

ASPHALT WALKING PATH

PIPE GATE AND BOLLARDS

ASPHALT PAVEMENT TYPE 1

SIGN B

90.00'

.0

0'

SIGN D

PARK ENTRY SIGN

NO SCALE

1.50'

1.

STOP BAR

VDOT CG-6

SIGN D

.0

0'

.0

0'

23.00'

48.00'

2.58' 2.58'

3.00'

BOLLARDS

3"

COMPRESSIBLE

JOINT FILLER

4' -6

" M

IN

1/

2"

3/4"Ø

WELDED KEY

SLOPE CONCRETE

TOP

BOLLARD DETAIL

NO SCALE

18'-0"

2" SCH 40 STEEL PIPE

5' -0

4'

-2

4' -6

2" 2"

4" 1"

4" 2'

-3

2' -7

4"

ASPHALT PAVEMENT

2'-0"

4" SCH 40 STEEL PIPE

6'

PROVIDE HEAVY DUTY

HINGES MANUFACTURED

FOR USE IN THIS TYPE

OF APPLICATION.

NUMBER AND TYPE OF

HINGES SHALL BE

SUFFICIENT TO SUPPORT

GATE.

BREAKAWAY LOCK DEVICE

CONC FOOTING

SECURE GATES WITH

GATE SHALL ALSO INCLUDE (2) PIPE BOLLARDS INSTALLED SO AS

TO STOP AND LATCH THE GATE LEAVES IN THEIR FULLY OPEN

POSITION.

SUBSTITUTIONS OF DIFFERING MANUFACTURER'S DESIGNS OF

GATES MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE

ARCHITECT / ENGINEER.

36'-0"

PIPE GATE DETAIL

NO SCALE

SCALE: 1" = 10'

10 5 0 10 20

FEET

SCALE: 1" = 10'

10 5 0 10 20

FEET

36.00'

.0

0'

OLD CHARLES TOWN ROAD

VDOT CG-2

8.

1.

4' CHAIN LINK FENCE

48.00'

.0

0'

.3

8'

.0

0'

8.00' 124.00' 8.00' 20.00'

TRASH RECEPTACLE

.2

8'

21.16'

TRASH RECEPTACLE

.0

0'

4' GATE (TYP)

8.

' 6' 6'

24.00'

.0

0'

3.00'

.0

0'

12.00'

6.00'

19.83'

5.

3.00'

7.

9.92'

50.00'

.0

0'

4.

.4

0'

0.75' 46 .4

0'

18.00'

R18.00'

R18 .00

32.00'

9.

1.

130.00'

.0

0'

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N

X X

X X

X X

X X

X c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N I A

P R O F E S S I O N A L E N G I N E E R

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2023029

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R ec re at io n

PARKING LOT

NO SCALE

ADA RAMPS AND RESTROOM BUILDING

NO SCALE

R5.00' R5.00' R5.00'

R5.00'

R5.00'

R5.0 0' R

5.00'

7.

24.00' 40.00' 24.00' 10.00' 24.00'

6.00'

8.00'

7.

8.

.0

0'

ASPHALT PAVEMENT

TYPE 1

9.

.0 0'

6.

R5.00'

R28.50'

R4.50' R4.50'

R4.50' R4.50' R4.50' R4.50'

R8.00' R8.00'

8.00'

R5.00'

24'

ADA PARKING SIGN A

(TYP)

8.

CONCRETE SIDEWALK

ASPHALT PAVEMENT

TYPE 1

LIGHT POLE

CROSSWALK

(TYP)

VDOT CG-12 VDOT CG-12

PARKING BUMPER

(TYP)

ADA PARKING

STRIPING

(TYP)

VDOT CG-6

LIGHT POLELIGHT POLE

VDOT CG-6

VDOT CG-6

CROSSWALK

(TYP)CONCRETE WALK

(TYP)

VDOT CG-2

9.

20.00'

SCALE: 1" = 10'

10 5 0 10 20

FEET

SCALE: 1" = 10'

5 0 10 20

FEET

LIGHT POLE

2.

1.00'

VDOT CG-2

VDOT CG-2

LIGHT POLEVDOT CG-2 VDOT CG-2

VDOT CG-2

4' CHAIN

LINK FENCE

LIGHT POLE

VDOT CG-6

VDOT CG-6

9.

9.

9.

9.

9.

3.00' 3.00' 3.00' 3.00'

3.00' 3.00'

PAINTED CURB

FIRE LANE

SIGN C

SIGN C SIGN C

SIGN C

PAINTED CURB

FIRE LANE

8.00' 8.00' 8.00'6.

6.

6.

' ASPHALT PATH

ASPHALT PATH

8.00'

8.00'

TRASH RECEPTACLE

TRASH RECEPTACLE

ASPHALT PATH

CONC WALK CONC WALK CONC WALK

R34.50'

8.00'

8.

PAINTED CURB

FIRE LANE

8.00' 8.00'

20.00' 20.00'

R28.50'33 .0

0'

.0

0'

ASPHALT PATH

VDOT CG-6

CONCRETE WALK

(TYP)

ASPHALT PATH

TRASH RECEPTACLE

ADA CURB RAMP

ADA CURB RAMP

8.

8.

R6.00'

10.33'

5.

31.00'

.0

0'

5.

5.

5.00'

.0

0'

5.

5.

5.

5.00'

10.33'

VDOT CG-12

5.33'

5.00'

5.00'

5.

5.00'

5.00'

RESTROOM / PICNIC

SHELTER BUILDING

SEE MANUFACTURER'S

BUILDING PLANS FOR

DETAILS

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

5.

W W W W W W W W W W W W W W W W W W W W W W W W W W W W

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE622.60

622.30622.70622.94622.89623.20

622.00

622.30

621.23

625.88624.00

625.88

624.30 624.30

623.23

625.72

625.88

624.00

624.24

624.40

622.45

623.20623.35

622.84 622.61

625.76

625.60

624.28 624.00

624.12

624.24

624.40

624.28

625.40 624.18624.70

625.46 624.92

624.16

622.27

622.37622.37

621.52 621.15

622.95

623.17 623.07 622.90 622.90

622.75

622.82 622.75 622.56 622.29622.27622.44

623.00

622.62

621.06 620.97

622.91 622.80 622.61 622.52

620.89 620.80 620.70

INV=620.62

INV=620.22

0+53

0+00

W W

W W

Entrance Alignment

-0+25 0+00 0+67

FINISHED

GRADE

EXISTING GRADE

15" CULVERT

+2.70%

1' MIN

COVER

CONTINUE EXIST

SLOPE DOWN @2%

R O

W

EN

D

O F

PR

O

FI

LE

EX

IS

T

EO

P

10.00' 5.00' 37.84'

PV

C

+0

2.

PV

T

0+

.8

L = 40.00' VC

PV

I 0

+1 8.

-2.00% c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

4/2 1/2

6 2

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P M

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Fr ed er ic k C ou nt y Pa rk s an d

R ec re at io nENTRANCE GRADING

OLD CHARLES TOWN ROAD

(VARIABLE WIDTH R/W - 45 MPH)

(MAJOR COLLECTOR)

MILL AND OVERLAY EXISTING ASPHALT PER WP-2 DETAIL

ASPHALT SHALL BE MILLED TO CENTER OF OLD CHARLES TOWN ROAD

VDOT STANDARD CG-11

COMMERCIAL ENTRANCE ALONG HIGHWAYS

WITH SHOULDERS

* SIGHT DISTANCE IS SHOWN ON THIS SHEET.

* DISTANCE TO ADJACENT INTERSECTIONS IS SHOWN ON THIS SHEET.

* BOUNDARY INFORMATION IS SHOWN ON SHEET C101.

* DIMENSIONAL INFORMATION IS SHOWN ON SHEET C105

ROAD CLASSIFICATION AND SIGHT DISTANCE

OLD CHARLES TOWN ROAD

STATE ROUTE 761

MAJOR COLLECTOR

VARIABLE WIDTH ROW (30', 40' AND 50'

45 MPH SPEED LIMIT

OLD CHARLES TOWN ROAD

STATE ROUTE 761

MAJOR COLLECTOR

VARIABLE WIDTH ROW (30', 40' AND 50'

45 MPH SPEED LIMIT

STEPHENSON ROAD JORDAN SPRINGS ROAD

500'

REQUIRED INTERSECTION SIGHT DISTANCE = 500'

AVAILABLE INTERSECTION SIGHT DISTANCE = 500' +

REQUIRED STOPPING SIGHT DISTANCE = 378'

AVAILABLE STOPPING SIGHT DISTANCE = 378' +

700' ± TO STEPHENSON RD 1000' ± TO JORDAN SPRINGS RD

500'

30' R/W

ADJACENT COMMERCIAL ENTRANCE AT

JORDAN SPRINGS MARKET

±1000'

ADJACENT COMMERCIAL ENTRANCE IS

ON STEPHENSON ROAD

STORAGE RENTALS OF AMERICA

±800'

SEE SHEET C101 FOR

BOUNDARY INFORMATION

"FORK IN THE ROAD" SIGN

15" SD

HORIZONTAL SCALE:

VERTICAL SCALE: SCALE: 1" = 2'

2 1 0 2 4

FEET

TRIP GENERATION (LAND USE CODE 488):

WEEKDAY AM PEAK HOUR = 3 TRIPS

WEEKDAY PM PEAK HOUR = 49 TRIPS

SATURDAY PEAK HOUR = 74 TRIPS

SOURCE: ITE TRIP GENERATION MANUAL 11TH EDITION

50'

RO

W

R O

W

R O

W

R O

W

R O

W

LINE OF SIGHT

LINE OF SIGHT

ROWROW

ROW

ROW

ROW

ROW

10" W 10" W 10" W

DOUBLE YELLOW

CENTER LINE DOUBLE YELLOW

CENTER LINE

.5

0'

.2 5'

.2

5'

SEE SECTION

ON SHEET C108

.5

0'

.2 5'

.2

5'

SEE SECTION

ON SHEET C108

EOP EOP EOP

EOP

EOPEOPEOP

ROW ROWROW

50' 25' 0 50' 100' 1" = 50'-0"

1" = 20'-0" 40'20'010'20'

SCALE: 1" = 10'

10 5 0 10 20

FEET

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N I A

P R O F E S S I O N A L E N G I N E E R

623623

6.00' 6' VDOT 21-B COMPACTED

GRAVEL SHOULDER

6' VDOT 21-B

COMPACTED

GRAVEL

SHOULDER

6.

GUIDANCE:

1. SIGN SPACING DISTANCE SHOULD BE 350'-500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS, AND 500'-800'

WHERE THE POSTED SPEED LLIMIT IS GREATER THAN 45 MPH.

2. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMITS OF THE WORK ZONE TO ENSURE MAXIMUM POSSIBLE SIGHT DISTANCE IN ADVANCE OF THE FLAGGER STATION AND TRANSITION, BASED ON THE POSTED SPEED LIMIT AND AT LEAST EQUAL TO OR GREATER THAN THE VALUES IN TABLE 6H-3. GENERALLY SPEAKING, MOTORISTS SHOULD HAVE

A CLEAR LINE OF SIGHT FROM THE GRAPHIC FLAGGER SYMBOL SIGN TO THE FLAGGER.

3. TO MAINTAIN EFFICIENT TRAFFIC FLOW IN A FLAGGING OPERATION ON A TWO-LANE ROADWAY. THE MAXIMUM TIME MOTORISTS SHOULD BE STOPPED AT A FLAGGER STATION IS 8 MINUTES FOR HIGH VOLUME ROADWAYS (AVERAGE DAILY TRAFFIC OF 500 OR MORE VEHICLES PER DAY) TO A MAXIMUM OF 12 MINUTES FOR LOW VOLUME ROADWAYS (LESS THAN 500 VEHICLES PER DAY). FOR ADDITIONAL INFORMATION SEE SECTION 6E.07 OF THE VIRGINIA WORK AREA

PROTECTION MANUAL.

STANDARD:

4. PORTABLE TEMPORARY RUMLE STRIPS (PTRS) SHALL BE USED AS NOTED IN SECTION 6F.99 OF THE VIRGINIA WORK

AREA PROTECTION MANUAL.

5. FLAGGING STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE TO PERMIT APPROACHING TRAFFIC TO REDUCE SPEED AND/OR STOP BEFORE PASSING THE WORK SPACE AND ALLOW SUFFICIENT DISTANCE FOR DEPARTING TRAFFIC IN THE LEFT LANE TO RETURN TO THE RIGHT LANE BEFORE REACHING OPPOSING TRAFFIC (SEE

TABLE 6H-3 ON PAGE 6H-5 OF THE VIRGINIA WORK AREA PROTECTION MANUAL).

6. ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSIONS WHEN PERFORMING FLAGGING DUTIES (SEE SECTION 6E.01, QUALIFICATIONS FOR FLAGGERS OF THE VIRGINIA WORK AREA

PROTECTION MANUAL).

7. CONE SPACING SHALL BE BASED ON THE POSTED SPEED AND THE VALUES IN TABLE 6H-4 ON PAGE 6H-6 OF THE

VIRGINIA WORK AREA PROTECTION MANUAL.

8. A SHADOW VEHICLE WITH AT LEAST ONE HIGH INTENSITY AMBER ROTATING, FLASHING, OR OSCILLATING LIGHT SHALL

BE PARKED 80'-120' IN ADVANCE OF THE FIRST WORK CREW.

OPTION:

8. A SLOW (W21-V10) SIGN MAY BE REQUIRED IN THIS AREA TO GIVE ADVANCE WARNING OF THE OPERATION AHEAD BY SLOWING APPROACHING TRAFFIC PRIOR TO REACHING THE FLAGGER STATION OR QUEUED TRAFFIC.

GUIDANCE:

9. IF THE QUEUE OF TRAFFIC REACHES THE BE PREPARED TO STOP (W3-4) SIGN THEN THE SIGNS, AND IF USED THE PTRS

SHOULD BE READJUSTED AS GREATER DISTANCES.

10. WHEN A HIGHWAY-RAIL CROSSING EXISTS WITHIN OR UPSTREAM OF THE TRANSITION AREA AND IT IS ANTICIPATED THAT QUEUES RESULTING FROM THE LANE CLOSURE MIGHT EXTEND THROUGH THE HIGHWAY-RAIL GRADE CROSSING, THE TEMPORARY TRAFFIC CONTROL ZONE SHOULD BE EXTENDED SO THE THE TRANSITION AREA PRECEDES THE HIGHWAY-RAIL CROSSING (SEE FIGURE TTC-56 FROM THE VIRGINIA WORK AREA PROTECTION MANUAL FOR ADDITIONAL

INFORMATION ON HIGHWAY-RAIL CROSSINGS).

STANDARD:

11. AT NIGHT, FLAGGER STATIONS SHALL BE ILLUMINATED, EXCEPT IN EMERGENCIES (SEE SECTION 6E.08 FROM THE

VIRGINIA WORK AREA PROTECTION MANUAL).

OPTION:

12. CONES MAY BE ELIMINATED WHEN USING A PILOT VEHICLES OPERATION OR WHEN THE TOTAL ROADWAY WIDTH IS 20'

OR LESS.

13. FOR LOW-VOLUME SITUATIONS WITH SHORT WORK ZONES ON STRAIGHT ROADWAYS WHERE THE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER, POSITIONED TO BE VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, MAY BE USED (SEE CHAPTER 6E FROM THE VIRGINIA WORK AREA

PROTECTION MANUAL).

STANDARD

14. WHEN USED, THREE PORTABLE TEMPORARY RUMBLE (PTRS) STRIPS SHALL BE INSTALLED ACROSS THE ENTIRE

TRAVEL LANE ADJACENT TO THE BE PREPARED TO STOP (W3-4) SIGN. THE PORTABLE TEMPORARY RUMBLE STRIPS SHALL BE MONITORED AND ADJUSTED AS NECESSARY DURING THE WORK SHIFT TO ENSURE PROPER PLACEMENT ON THE ROADWAY. WHEN THE PTRS ARE INSTALLED, THE RUMBLE STRIPS AHEAD (W20-V26) SIGN SHALL ALSO BE UTILIZED.

LANE CLOSURE ON A TWO-LANE ROADWAY USING FLAGGERS - NOTES

Fr ed er ic k C ou nt y, V irg in ia

C O

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TI

O N

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C U

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Fr ed er ic k C ou nt y Pa rk s an d

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Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N

I A

P R O F E S S I O N A L E N G I N E E R c by ZMM, LLC.

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151 Fax: 540.951.0219

CHECKED

DATE

COMM. NO.

DRAWN

ARCHITECTS

ENGINEERS

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

5550 Winchester Avenue Berkeley Business Park, Suite 5

Martinsburg, WV 25405 Phone: 304.342.0159 www.zmm.com

04/21/26 Lic. No. 031651

WILLIAM A. SHELTONC O

MM

O N W E A L T H O F V I R G I N I A

P R O F E S S I O N A L E N G I N E E R

4/2 1/2

6 2

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VDOT DETAILS

2023029

C108

2.00%2.00%

2" SM-9.5

SURFACE COURSE

3" BM-25

BASE COURSE

TYPICAL ENTRANCE SECTION

1" = 2'

6" VDOT 21-B

COMPACTED AGGREGATE

6" VDOT 21-B COMPACTED STONE

SHOULDER

ENTRANCE TAPER SECTION

1" = 2'

EXIST ROADWAY

MIN 5%

2" SM-9.5

SURFACE COURSE

3" BM-25

BASE COURSE

6" VDOT 21-B

COMPACTED AGGREGATE

6" VDOT 21-B COMPACTED STONE

SHOULDER

6.00' 24.00' 6.00'

2.00%

2" SM-9.5

SURFACE COURSE

3" BM-25

BASE COURSE

6" VDOT 21-B

COMPACTED AGGREGATE

STD. VDOT CG-6

SEE DETAIL ON SHEET C104

8.33%

MILL AND OVERLAY

EXIST GRADE VARIES

EXIST EDGE

OF PAVEMENT

0.5'2.00'12.00'APPROX. 20.60'EXIST SHOULDER

AND DITCH VARIES

ENTRANCE SECTION NOTES:

1. THE PAVEMENT DESIGN IS PRELIMINARY. FINAL DESIGN TO BE BASED UPON FIELD OBTAINED CBR VALUES; OBTAINED IN THE PRESENCE OF A VDOT INSPECTOR.

2. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG OLD CHARLES TOWN ROAD SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE

SAMPLES AS REQUIRED PER WP-2 DETAIL

MIN 5%

VDOT GENERAL NOTES

GRADING GENERAL NOTES

G-1 THE GRADE LINE DENOTES TOP OF FINISHED PAVEMENT

UNLESS SHOWN OTHERWISE ON TYPICAL SECTIONS OR

PLANS.

THE FOLLOWING APPLICABLE NOTES ARE FOR USE WHERE

SETTLEMENT IS UNCERTAIN. (OMIT NOTES G-2 AND G-3 IF PROJECT HAS

BOTH EXCAVATION AND EMBANKMENT SET UP AS PAY ITEMS.)

NOTE G-2 IS APPLICABLE WHEN THE CONTRACT IS ON PLAN QUANTITY

BASIS:

G-2 EARTHWORK QUANTITIES ON THIS PROJECT ARE BASED ON

ANTICIPATED SETTLEMENT AND MAY REQUIRE ADJUSTING

DURING CONSTRUCTION.

NOTE G-3 IS APPLICABLE WHEN THE CONTRACT IS NOT ON PLAN

QUANTITY BASIS:

G-3 EARTHWORK QUANTITIES ON THIS PROJECT ARE BASED ON

ANTICIPATED SETTLEMENT AND MAY REQUIRE ADJUSTING

DURING CONSTRUCTION. PAYMENT WILL BE MADE ONLY

FOR QUANTITIES ACTUALLY MOVED.

NON-SIGNIFICANT MASONRY ITEMS (E.G. SIDEWALK, CURB AND

GUTTER, PAVED DITCH, SMALL FOOTINGS, SMALL BLOCK OR BRICK

ITEMS, ETC.) MAY BE INCLUDED IN REGULAR EXCAVATION AND

DESIGNATED BY NOTE G-4:

G-4 THE COST OF REMOVAL OF ALL EXISTING CONCRETE ITEMS

LOCATED IN THE AREA TO BE GRADED, INCLUDING, BUT NOT

LIMITED TO THE FOLLOWING, SHALL BE INCLUDED IN THE

PRICE BID FOR REGULAR EXCAVATION:

WHEN A PROJECT HAS EXCAVATION OF UNSUITABLE MATERIAL SHOWN

ON THE PLANS FOR A SPECIFIED DEPTH AND UNDERCUT EXCAVATION

IS NOT SET UP AS A BID ITEM, NOTE G-5 WILL BE USED:

G-5 THE EXCAVATION OF UNSUITABLE MATERIAL AS SPECIFIED

ON THESE PLANS IS BASED ON PREVIOUSLY CONDUCTED

SUBSURFACE SOIL INVESTIGATION. IF, DURING

CONSTRUCTION, IT IS DEEMED NECESSARY TO CHANGE

THE DEPTH MORE THAN 1 FOOT (0.3 M) OR THE LIMITS OF

SUCH EXCAVATION, SUCH CHANGE SHALL BE MADE AT THE

DIRECTION OF THE ENGINEER AND MEASUREMENT AND

PAYMENT SHALL BE MADE IN ACCORDANCE WITH SECTION

303 OF THE APPLICABLE

VDOT ROAD AND BRIDGE SPECIFICATIONS.

G-6 THE BORROW MATERIAL FOR THIS PROJECT SHALL BE A

MINIMUM CBR OR AS APPROVED BY THE MATERIALS

ENGINEER.

FOR PROJECTS WITH:

1) GRADING CONTRACT AND A SEPARATE PAVING CONTRACT AND;

2) HYDRAULIC CEMENT STABILIZED SUBGRADE OR LIME STABILIZED

SUBGRADE IS SPECIFIED THEN:

A) SPECIFY THE HYDRAULIC CEMENT CONTRACT

AND;ORLIME STABILIZED SUBGRADE IN THE PAVING

B) SHOW NOTE G-7 IN THE GENERAL NOTES OF THE

GRADING CONTRACT:

G-7 MATERIAL FROM REGULAR EXCAVATION WHICH IS SUITABLE

FOR STABILIZATION WITH HYDRAULIC CEMENT (LIME) SHALL

BE PLACED IN THE TOP PORTION OF THE SUBGRADE.

DRAINAGE GENERAL NOTES

D-1 THE HORIZONTAL LOCATION OF ALL DRAINAGE

STRUCTURES SHOWN ON THESE PLANS IS APPROXIMATE

ONLY, WITH THE EXCEPTION OF STRUCTURES SHOWING

SPECIFIC STATIONS,SPECIAL DESIGN BRIDGES AND STORM

SEWER SYSTEMS.D-2THE HORIZONTAL LOCATION AND

INVERT ELEVATIONS SHOWN FOR PROPOSED CULVERTS

AND STORM SEWER OUTFALL PIPES ARE BASED ON

EXISTING SURVEY DATA AND REQUIRED DESIGN CRITERIA.

IF, DURING CONSTRUCTION, IT IS FOUND THAT THE

HORIZONTAL LOCATION OR INVERT ELEVATIONS SHOWN ON

THE PLANS DIFFER SIGNIFICANTLY FROM THE HORIZONTAL

LOCATION OR ELEVATIONS OF THE STREAM OR SWALE IN

WHICH THE CULVERT OR STORM SEWER OUTFALL PIPE IS

TO BE PLACED, THE ENGINEER SHALL CONFER WITH, AND

GET APPROVAL FROM, THE APPLICABLE DISTRICT

DRAINAGE ENGINEER BEFORE INSTALLING THE CULVERT

OR STORM SEWER OUTFALL PIPE.D-3THE “H” DIMENSIONS

SHOWN ON THE PLANS FOR DROP INLETS AND JUNCTION

BOXES AND THE “L.F. (M)” DIMENSIONS SHOWN FOR

MANHOLES ARE FOR ESTIMATING PURPOSES AND ARE

BASED ON THE PROPOSED INVERT ELEVATIONS SHOWN

FOR THE STRUCTURE AND THE ANTICIPATED TOP (RIM)

ELEVATION BASED ON EXISTING OR PROPOSED FINISHED

GRADE. THE ACTUAL “H” OR “L.F. (M)” DIMENSIONS ARE TO

BE DETERMINED BY THE CONTRACTOR FROM FIELD

CONDITIONS.

GENERAL NOTE D-4 IS TO APPLY ONLY AT SPECIFIC LOCATIONS THAT

ARE DESIGNATED ON THE DISTRICT ADMINISTRATOR'S FIELD

INSPECTION REPORT. THE PORTION REGARDING “EXCAVATION FOR

MINOR STRUCTURES” WILL APPLY TO SINGLE LINE CULVERT

INSTALLATIONS WITH A DIAMETER OR SPAN OF 48” (1200 MM) OR

GREATER OR ANY MULTIPLE LINE CULVERT INSTALLATION WITH AN

OVERALL SPAN (OUT TO OUT) OF 48” (1200 MM) OR GREATER.

D-4 AT STATION _(SPECIFY STATION NUMBER)_, THE FILL SHALL

BE PLACED AND ALLOWED TO SETTLE AND DISPLACE ALL

SOFT MATERIALS. ANY NECESSARY TEMPORARY DRAINAGE

SHALL BE INSTALLED. WHEN DIRECTED BY THE ENGINEER,

THAT PART OF THE FILL WHERE THE PERMANENT DRAINAGE

STRUCTURE IS TO RESIDE SHALL BE REMOVED AND THE

STRUCTURE PLACED. THE COST OF INSTALLING AND

REMOVING THE TEMPORARY DRAINAGE FACILITY, THE COST

OF REMOVING THE FILL ABOVE THE ORIGINAL GROUND FOR

INSTALLATION OF PERMANENT DRAINAGE STRUCTURE AND

THE COST OF BACKFILL SHALL BE INCLUDED IN THE UNIT

PRICE BID FOR REGULAR EXCAVATION. EXCAVATION BELOW

THE ORIGINAL GROUND NECESSARY FOR THE

INSTALLATION OF THE PERMANENT DRAINAGE STRUCTURE

WILL BE MEASURED AND PAID FOR IN ACCORDANCE WITH

SECTION 303 OF THE APPLICABLE VDOT ROAD AND BRIDGE

SPECIFICATIONS. IF THE COST OF CONSTRUCTING FILLS IS

TO BE PAID FOR AS “EMBANKMENT” MAKE THE

APPROPRIATE CHANGE IN THE PREVIOUS NOTE.

GENERAL NOTE D-5 IS TO BE INCLUDED FOR ALL PROJECTS THAT HAVE

LOCATIONS THAT REQUIRE, OR ALLOW AS AN OPTION, STRUCTURAL

PLATE STEEL PIPE OR PIPE ARCH WITH A CONCRETE INVERT:

D-5 AT LOCATIONS WHERE STRUCTURAL PLATE STEEL PIPE OR

PIPE ARCH WITH A CONCRETE INVERT IS REQUIRED OR IS

ALLOWABLE AS AN OPTION TO CORRUGATED STEEL PIPE

OR PIPE ARCH, THE CONCRETE INVERT IS TO BE FIELD

APPLIED AND SHALL COVER, AT A MINIMUM, THE BOTTOM

25% OF THE CIRCUMFERENCE OF A CIRCULAR SHAPE

STRUCTURE OR THE BOTTOM AND CORNER PLATES OF AN

ARCH SHAPE STRUCTURE. AS AN OPTION TO PROVIDING

THE CONCRETE INVERT, THE PLATES ALONG THE BOTTOM

25% (MINIMUM) OF THE CIRCUMFERENCE OF THE

STRUCTURAL PLATE STEEL PIPE OR THE BOTTOM AND

CORNER PLATES (MINIMUM) OF THE STRUCTURAL PLATE

STEEL PIPE ARCH SHALL BE A MINIMUM OF TWO SHEET

THICKNESS (GAGES) HEAVIER THAN THE SHEET THICKNESS

(GAGE) INDICATED IN THE APPLICABLE VDOT ROAD AND

BRIDGE STANDARD PC-1 FOR THE SPECIFIED HEIGHT OF

COVER FOR THE STRUCTURE. EXAMPLE: FOR A PIPE WITH

HEIGHT OF COVER REQUIRING 0.109” (2.8 MM) SHEET

THICKNESS (12 GAGE) PLATES, THE BOTTOM PLATES SHALL

BE 0.168” (3.5 MM) SHEET THICKNESS (8 GAGE). THE SHEET

THICKNESS (GAGE) OF THE REMAINDER OF THE PIPE

PLATES SHALL EITHER CONFORM TO THOSE SPECIFIED IN

STANDARD PC-1 FOR THE APPLICABLE HEIGHT OF COVER

OR TO THE HEAVIER PLATES USED IN THE BOTTOM OF THE

PIPE.

GENERAL NOTE D-6 IS TO BE INCLUDED WHEN MULTIPLE TYPES OF

PIPES ARE ALLOWED (ALLOWABLE PIPE TYPE TABLE IS REQUIRED):

D-6 PIPES SHALL CONFORM TO ANY OF THE ALLOWABLE TYPES

SHOWN ON SHEET NUMBER (SPECIFY SHEET NUMBER),

WITHIN THE APPLICABLE HEIGHT OF COVER LIMITATIONS.

FOR STRENGTH, SHEET THICKNESS, OR CLASS

DESIGNATION, AVAILABLE SIZES, HEIGHT OF COVER

LIMITATIONS AND OTHER RESTRICTIONS FOR A PARTICULAR

PIPE TYPE OR HEIGHT OF COVER, SEE THE VDOT ROAD AND

BRIDGE STANDARD PC-1. STRUCTURAL PLATE PIPE MAY BE

SUBSTITUTED FOR CORRUGATED PIPE OF THE SAME SIZE

AND A STRUCTURAL PLATE PIPE ARCH MAY BE

SUBSTITUTED FOR A CORRUGATED PIPE ARCH OF THE

SAME SIZE, PROVIDED THE SUBSTITUTION COMPLIES WITH

THE APPLICABLE SECTIONS OF THE VDOT ROAD AND

BRIDGE STANDARD PC-1.

GENERAL NOTE D-7 IS TO BE INCLUDED WHEN ONLY ONE TYPE OF PIPE

IS ALLOWED (ALLOWABLE PIPE TYPE TABLE IS NOT REQUIRED):

D-7 ALL PIPE ON THIS PROJECT SHALL BE (SPECIFY TYPE). FOR

STRENGTH, SHEET THICKNESS, OR CLASS DESIGNATION,

AVAILABLE SIZES, HEIGHT OF COVER LIMITATIONS AND

OTHER RESTRICTIONS FOR A PARTICULAR PIPE TYPE OR

HEIGHT OF COVER, SEE THE APPLICABLE SECTIONS OF THE

VDOT ROAD AND BRIDGE STANDARDS PC-1.

GENERAL NOTE D-8 SHOULD BE INCLUDED WHEN THE PLANS SPECIFY

CONCRETE PIPE BE LAID ON A RADIUS:

D-8 WHERE OPEN JOINT PIPE IS TO BE USED, NO JOINT SHALL

BE OPENED A DISTANCE EXCEEDING 25% OF THE SPIGOT

LENGTH. SEALING OF THE PIPE JOINT SHALL BE IN

ACCORDANCE WITH SECTION 302 OF THE APPLICABLE VDOT

ROAD AND BRIDGE SPECIFICATIONS.

GENERAL NOTE D-9 SHOULD BE INCLUDED WHEN THE PLANS SPECIFY

CONCRETE PIPE BE LAID ON A RADIUS AND SPECIFY A PARTICULAR

PIPE JOINT LENGTH:

D-9 A PIPE JOINT LENGTH DIFFERENT FROM THAT STATED ON

THE PLANS MAY BE USED. AN ADJUSTMENT IN THE

PERCENTAGE OF OPEN JOINT (NOT TO EXCEED 25% OF THE

SPIGOT LENGTH) OR AMOUNT OF BEVEL SHALL BE MADE

THAT WILL OBTAIN THE RADIUS STATED ON THE PLANS.

EXTRA PAYMENT FOR THIS ADJUSTMENT WILL NOT BE

ALLOWED. THE PROPOSED ADJUSTMENT SHALL BE

APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF

THE PIPE LINE.

GENERAL NOTE D-10 IS TO BE INCLUDED WHEN RIPRAP IS SPECIFIED:

D-10 THE PROPOSED RIPRAP MAY BE OMITTED BY THE

ENGINEER IF THE SLOPE DESIGNATED FOR PLACEMENT OF

RIPRAP IS FOUND TO BE COMPRISED OF SOLID ROCK OR

CLOSELY CONSOLIDATED BOULDERS WITH SOUNDNESS,

SIZE AND WEIGHT EQUAL TO, OR EXCEEDING, THE

SPECIFICATIONS FOR THE PROPOSED RIPRAP.

GENERAL NOTE D-11 IS TO BE INCLUDED WHEN A GRANULAR FILTER

BLANKET IS USED IN LIEU OF GEOTEXTILE FABRIC BEDDING. THIS DOES

NOT APPLY TO THE AGGREGATE CUSHION WHICH IS PLACED OVER THE

GEOTEXTILE FABRIC IN CERTAIN CASES:

D-11 THE PROPOSED GRANULAR FILTER BLANKET FOR THE

PROPOSED RIPRAP MAY BE OMITTED BY THE ENGINEER IF

THE SLOPE ON WHICH IT IS TO BE PLACED IS FOUND TO BE

COMPRISED OF MATERIAL WHICH IS COARSER THAN THAT

SPECIFIED FOR THE PROPOSED GRANULAR FILTER

BLANKET.

D-12 ALL EXISTING DRAINAGE FACILITIES LABELED “TO BE

ABANDONED” SHALL BE LEFT IN PLACE, BACKFILLED AND

PLUGGED IN ACCORDANCE WITH THE VDOT ROAD AND

BRIDGE STANDARD PP-1. BASIS OF PAYMENT WILL BE C.Y.

(M³) OF FLOWABLE BACKFILL.

D-13 EXISTING DRAINAGE FACILITIES BEING UTILIZED AS A PART

OF THE DRAINAGE SYSTEM, AND DESIGNATED ON THE

PLANS “TO BE CLEANED OUT”, SHALL BE CLEANED AS

DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO

THIS SHALL BE INCLUDED IN THE CONTRACT PRICE FOR

OTHER ITEMS.

D-14 PROPOSED DROP INLETS WITH A HEIGHT (H) LESS THAN

THE STANDARD MINIMUM SHOWN IN THE VDOT ROAD AND

BRIDGE STANDARDS SHALL BE CONSIDERED AND PAID FOR

AS STANDARD DROP INLETS FOR THE TYPE SPECIFIED.

PIPES WITH LESS THAN STANDARD MINIMUM FINISHED

HEIGHT OF COVER SHALL BE NOTED AS SUCH IN THE

DRAINAGE DESCRIPTION FOR THE PIPE. SPECIFIC PIPE

BEDDING AND COVER REQUIREMENTS ARE PROVIDED IN

THE APPLICABLE PB-1 AND PC-1 STANDARD DRAWINGS OF

THE VDOT ROAD AND BRIDGE STANDARDS.

D-15 WHERE THE PLANS SPECIFY THE INSTALLATION OF

STANDARD CURB DROP INLETS ADJACENT TO THE CITY OF

(SPECIFY CITY) STANDARD CURB AND GUTTER, THE

STANDARD DROP INLETS (AS SHOWN IN THE VDOT ROAD

AND BRIDGE STANDARDS) SHALL BE MODIFIED IN

ACCORDANCE WITH DETAILS SHOWN ON SHEET NUMBER

(SPECIFY SHEET NUMBER). THESE DROP INLETS SHALL BE

CONSIDERED AND PAID FOR AS STANDARD DROP INLETS

FOR THE TYPE SPECIFIED.

D-16 WHEN STANDARD CG-6 OR CG-7 IS SPECIFIED ON A RADIUS

(SUCH AS AT A STREET INTERSECTION), THE ENGINEER MAY

APPROVE A DECREASE IN THE CROSS SLOPE OF THE

GUTTER TO FACILITATE PROPER DRAINAGE.

D-17 ST'D SL-1 SAFETY SLAB LOCATIONS ARE BASED ON THE

ASSUMED USE OF PRECAST STRUCTURES. IF

CAST-IN-PLACE STRUCTURES ARE UTILIZED, AND THE

INTERIOR CHAMBER DIMENSIONS (LENGTH AND WIDTH, OR

DIAMETER) ARE LESS THAN 4 FEET, THE SAFETY SLABS

SHALL NOT BE INSTALLED.

PAVEMENT GENERAL NOTES

GENERAL NOTE P-1 APPLIES TO PROJECTS WITHOUT BRIDGE

APPROACH SLABS:

P-1 IF ANY SETTLEMENT OCCURS IN CONCRETE PAVEMENT

ADJACENT TO BRIDGES PRIOR TO ACCEPTANCE OF THE

PROJECT BY THE DEPARTMENT, THE CONTRACTOR SHALL

RESTORE THE PAVEMENT TO THE ORIGINAL GRADE EITHER

BY THE MUD JACK METHOD OR BY REPLACING THE

PAVEMENT. IN THE EVENT THE PAVEMENT CRACKS OR

BECOMES DAMAGED, IT SHALL BE REPLACED, IF DIRECTED

BY THE ENGINEER.P-2THE PAVEMENT MATERIALS ON THIS

PROJECT WILL BE PAID FOR ON A TONNAGE BASIS. THE

WEIGHT WILL VARY IN ACCORDANCE WITH THE SPECIFIC

GRAVITY OF THE AGGREGATES AND THE ASPHALTIC

CONTENT OF THE MIX ACTUALLY USED TO SECURE THE

DESIGN DEPTH. THE WEIGHT OF THE ASPHALT CONCRETE

IS BASED ON 95% OF THEORETICAL MAXIMUM DENSITY.

(SEE IIM-LD-158)

INCIDENTAL GENERAL NOTES

ON PRIMARY AND SECONDARY PROJECTS INVOLVING GRADE

CROSSINGS TO REMAIN IN PLACE, SHOW GENERAL NOTESI-1 AND I-2,

ON APPLICABLE PLAN SHEETS AND IN THE SUMMARY. DO NOT INCLUDE

THE RAILROAD CROSSBUCK SIGNS IN THE ESTIMATE.

I-1 TWO REFLECTORIZED RAILROAD GRADE CROSSING

CROSSBUCK SIGNS, COMPLETE WITH POSTS, SHALL BE

FURNISHED AND ERECTED BY THE RAILROAD COMPANY.

I-2 TWO REFLECTORIZED RAILROAD ADVANCE WARNING SIGNS

W10-1 COMPLETE WITH TWO APPROVED POSTS, WILL BE

FURNISHED AND ERECTED BY STATE FORCES.

GENERAL NOTE I-3 APPLIES TO ALL PROJECTS WHERE ACCESS TO

PRIVATE PROPERTY WILL ULTIMATELY BE BY MEANS OF A SERVICE

ROAD. THIS NOTE WILL BE ON THE PLANS FOR ALL APPLICABLE

PROJECTS WHEN SUBMITTED FOR RIGHT OF WAY ACQUISITION:

I-3 SERVICE ROADS ARE TO BE CONSTRUCTED, AND PRIVATE

ENTRANCES CONNECTED THERETO PRIOR TO THE

PERMANENT SEVERING OF PRIVATE ENTRANCES BY OTHER

PHASES OF THE PROPOSED CONSTRUCTION.

FOR ALL PROJECTS THAT ARE CLASSIFIED AS PRINCIPAL-MINOR

ARTERIAL PROJECTS:

I-4 ALL TREES LOCATED WITHIN THE CLEAR ZONE OR WITHIN A

MINIMUM OF 30 FEET (9M) OF THE EDGE OF PAVEMENT,

WITHIN THE LIMITS OF THE RIGHT OF WAY OR

CONSTRUCTION EASEMENT, UNLESS OTHERWISE NOTED

ON PLANS OR DIRECTED BY THE ENGINEER, SHALL BE

REMOVED, AS PROVIDED FOR IN SECTION 301 OF THE

APPLICABLE VDOT ROAD AND BRIDGE SPECIFICATIONS.

FOR ALL PROJECTS THAT ARE CLASSIFIED AS SECONDARY -

COLLECTOR - LOCAL PROJECTS:

I-5 THAT PORTION OF THE RIGHT OF WAY LYING WITHIN THE

CLEAR ZONE OR WITHIN A MINIMUM OF 10 FEET (3M), FROM

THE EDGE OF PAVEMENT OR SURFACING OR WITHIN THE

LIMITS OF THE CONSTRUCTION SLOPES BEYOND 10 FEET

(3M), SHALL BE CLEARED AND GRUBBED IN ACCORDANCE

WITH THE APPLICABLE VDOT ROAD AND BRIDGE

SPECIFICATIONS, SECTION 301, WHERE SUFFICIENT RIGHT

OF WAY OR CONSTRUCTION EASEMENT IS PROVIDED.

EXCEPTIONS TO THE ABOVE CONSTRAINTS:

I-6 CERTAIN TREES SHALL BE PRESERVED AS NOTED ON

PLANS OR AS DIRECTED BY THE ENGINEER.

I-7 WHERE STANDARD SLOPE ROUNDOFFS WOULD DAMAGE

TREES, BUSHES OR OTHER DESIRABLE VEGETATION, THEY

SHALL BE OMITTED WHEN SO ORDERED BY THE ENGINEER.

GENERAL NOTE I-8 SHALL BE SHOWN ON ALL APPLICABLE PLANS WHEN

SUBMITTED FOR RIGHT OF WAY ACQUISITION:

I-8 ALL FRUIT TREES BETWEEN STATION AND STATION ,

LYING WITHIN THE RIGHT OF WAY, SHALL BE REMOVED AND

DESTROYED. THESE TREES SHALL BE REMOVED AND

DESTROYED AS SOON AS POSSIBLE AFTER THE

CONTRACTOR ACTUALLY COMMENCES WORK. THE COST OF

THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR

CLEARING AND GRUBBING.

WHEN GENERAL NOTE I-8A APPLIES TO SPECIFIC LOCATIONS ON A

PROJECT, SHOW THE STATIONING FROM THE PROJECT:

I-8A CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE

AREAS NEEDED FOR CONSTRUCTION. NO TREES OR

SHRUBS IN UNGRADED AREAS SHALL BE CUT WITHOUT THE

PERMISSION OF THE ENGINEER. STATION TO STATION

.I-9WHEN NO CENTERLINE ALIGNMENT IS SHOWN FOR

A PROPOSED ENTRANCE, THE ENTRANCE SHALL BE

CONSTRUCTED IN THE SAME LOCATION AS THE EXISTING

ENTRANCE.

RIGHT OF WAY MONUMENTS (RM-1 AND RM-2) WILL BE SET IN

ACCORDANCE WITH ROAD AND BRIDGE SPECIFICATION 105.13 EXCEPT

WHEN NOTE I-10 AND/OR I-12 IS SHOWN ON APPLICABLE PROJECTS:

I-10 ST'D. RM-1 RIGHT OF WAY MONUMENTS SHALL BE SET BY

THE CONTRACTOR. I-11 VOID

I-12 ST'D. RM-2 RIGHT OF WAY MONUMENTS SHALL BE SET BY

THE CONTRACTOR.

GENERAL NOTES I-13 AND I-14 WILL BE INCLUDED IN THE GENERAL

NOTES WHEN “REUSE GUARDRAIL” IS SPECIFIED IN THE PLANS AS

FOLLOWS:

GENERAL NOTE I-13 IS USED WHEN THE DISTRICT ADMINISTRATOR

DESIRES TO RETAIN THE GUARDRAIL COMPONENT MATERIALS NOT

USED BY THE CONTRACTOR IN THE NEW CONSTRUCTION:

I-13 SALVAGED GUARDRAIL MATERIALS NOT USED IN THE NEW

CONSTRUCTION SHALL BECOME THE PROPERTY OF THE

DEPARTMENT AND THE CONTRACTOR SHALL DELIVER AND

STORE, AT NO ADDITIONAL COST TO THE DEPARTMENT, THE

UNUSED MATERIALS AT THE DEPARTMENT'S MAINTENANCE

YARD AT (LOCATION) DURING THE DEPARTMENT'S NORMAL

WORKING HOURS.

GENERAL NOTE I-14 IS USED WHEN THE DISTRICT ADMINISTRATOR

DOES NOT WISH TO RETAIN THE GUARDRAIL COMPONENT PARTS NOT

USED BY THE CONTRACTOR IN THE NEW CONSTRUCTION:

I-14 SALVAGED GUARDRAIL MATERIALS NOT USED IN THE NEW

CONSTRUCTION SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE DISPOSED OF AT A LICENSED

LANDFILL, RECYCLED OR BE RETAINED BY THE

CONTRACTOR.

GENERAL NOTE I-15 MAY BE USED WITH NOTE I-13 OR I-14:

I-15 WHERE GUARDRAIL STANDARD GR-MGS1 OR GR-MGS1A IS

SHOWN ON THE PLANS AND IN THE SUMMARIES, EITHER

NEW GUARDRAIL OR REUSED GUARDRAIL BEAM SHALL BE

USED AS PROVIDED ELSEWHERE IN THESE PLANS. THE

TOTAL QUANTITIES HAVE BEEN PROPORTIONED BETWEEN

NEW AND REUSE GUARDRAIL BASED ON AN ESTIMATE OF

THE AMOUNT OF EXISTING BEAM THAT IS REUSABLE. THE

CONTRACTOR WILL BE PAID FOR THE ACTUAL QUANTITIES

OF GUARDRAIL, ST'D GR-MGS1 OR ST'D. GR-MGS1A, OR

REUSE GUARDRAIL ST'D. GR-MGS1 OR ST'D GR-MGS1A, AS

DETERMINED BY THE ENGINEER.

SEE APPENDIX J, SECTION J-2 OF THE ROAD DESIGN

MANUAL FOR THE REQUIREMENTS OF REUSE, IF SPECIFIED

IN THE CONTRACT.

GENERAL NOTE I-16 WILL BE INCLUDED IN THE GENERAL NOTES WHEN

THE UNDERGROUND UTILITIES SURVEY DATA ON A PROJECT HAS BEEN

PROVIDED BY A CONSULTANT. (SEE THE VDOT SURVEY MANUAL,

CHAPTER 13 AT

HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/LOCDES/SURVEY_MANUAL.ASP

I-16 THE “UNDERGROUND UTILITIES” SURVEY DATA ON THIS

PROJECT HAS BEEN…