GRAFTON DRIVE SIDEWALK PLAN SET.pdf

PDF 16 MB Posted Jul 22, 2026

Attached to: IFB No. B85601-EY, Grafton Drive Sidewalk (EN22-099-705, CN TAP-5B03(452), UPC 121106)
Solicitation number: IFB-85601
Issued by: Stafford County, Virginia

About this file

Written by GovTribe AI · Jul 29, 2026

This is a design plan set for the Grafton Drive Sidewalk project prepared by the York County Department of Public Works Engineering Division in Virginia. The project involves the construction of sidewalks, curb and gutter, pedestrian ramps, and associated infrastructure improvements along Grafton Drive in York County, Virginia. The design encompasses approximately 2,000 linear feet of work divided into three sections (Stations 10+00 to 16+75, 16+75 to 23+75, and 23+75 to 30+25). Key quantities include 155 linear feet of standard curb, 461 linear feet of curb and gutter, 970 square yards of sidewalk, 35 square yards of detectable warning surface, three sidewalk drains with riprap, two drainage structures, and curb ramp details with specific slope and transition requirements. The project includes demolition of existing pavement and concrete, earthwork with specified fill and cut slopes of 3:1, and comprehensive erosion and sediment control measures including silt fence, inlet protection, and temporary stabilization requirements.

The project is identified as a Type A, Category II project with federally-funded support through the TAP program (UPC 121106). Construction work hours are scheduled from 7:00 AM to 6:00 PM with a 35 MPH speed limit to be maintained along Grafton Drive. The design specifications require Class A-3 air-entrained concrete (3,000 PSI) for all concrete work, with expansion joints formed at ten-foot intervals using one-half inch premolded bituminous fiber joint filler. The contractor is required to notify property owners in writing a minimum of 48 hours before working on driveways and must maintain full driveway access with only one entrance worked on at a time. Temporary erosion and sediment control measures must be installed prior to demolition and earth-moving activities, with permanent stabilization required within seven days of final grading and removal of temporary measures within 30 days. The project plans include utility coordination through Miss Utility Virginia (811), tree preservation with specific protection buffers, and final restoration including topsoil, seeding, and mulch application.

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Other files

File	Type	Posted
ADDENDUM 1.pdf	PDF	Jul 22, 2026
SOLICITATION DOCUMENT.pdf	PDF	Jul 22, 2026
PRE-BID MEETING SIGN-IN SHEET.pdf	PDF	Jul 22, 2026

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DRAWN BY

APPROVED BY

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f to n

D r iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1a .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

SIDEWALK DESIGN

GRAFTON DRIVE

E. Mertz-Guinn

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

YORK COUNTY

COUNTY PROJECT MANAGER

5/19/2025

LOCATION MAP

SCALE

750' 1500'

SCALE

0.25 mi 0.50 mi

PROJECT LOCATION

G R

A F T

O N

TIMBERLINE LOOP

MARTIN FARM LANE

AMORY

LANE

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1b .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

SIDEWALK DESIGN

GRAFTON DRIVE

E. Mertz-Guinn

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

YORK COUNTY

COUNTY PROJECT MANAGER

5/19/2025

TITLE SHEET1

TYPICAL SECTIONS

RIGHT OF WAY DATA SHEET

REVISION DATA SHEET

SURVEY ALIGNMENT DATA SHEET

CONSTRUCTION ALIGNMENT DATA SHEET

GENERAL NOTES

DESCRIPTIONSHEET NO.

1A LOCATION MAP

1B INDEX OF SHEETS

TOTAL CROSS SECTION SHEETS ___ (SEE CROSS SECTION SHEET NUMBER 1 FOR INDEX OF SHEETS)

UNDERGROUND UTILITY TEST HOLE INFORMATION

INDEX OF SHEETS

(Not Included this Submittal)

INDEX OF SHEETS

EXISTING CONDITIONS

3(1)

4(1)

5(1)

SURVEY CONTROL DATA SHEET1F(1)

1E(1) - 1E(3)

SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC NOTES

QUANTITY SUMMARIES

EROSION AND SEDIMENT CONTROL NOTES

PLAN SHEET STA. 10+00 to 16+75

DEMOLITION PLAN SHEET STA. 10+00 to 16+75

PROFILE SHEET STA. 10+00 to 16+75

EROSION AND SEDIMENT CONTROL PLAN STA. 10+00 to 16+75

PLAN SHEET STA. 16+75 to 23+75

DEMOLITION PLAN SHEET STA. 16+75 to 23+75

PROFILE SHEET STA. 16+75 to 23+75

EROSION AND SEDIMENT CONTROL PLAN STA. 16+75 to 23+75

PLAN SHEET STA. 23+75 to 30+25

DEMOLITION PLAN SHEET STA. 23+75 to 30+25

PROFILE SHEET STA. 23+75 to 30+25

EROSION AND SEDIMENT CONTROL PLAN STA. 23+75 to 30+25

PAVEMENT MARKING AND SIGNING PLANS (SEE SHEET 6(1) FOR INDEX)

2E(1) - 2E(3)

DETAIL SHEET2D

CURB RAMP DETAILS

1J(1) - 1J(2)

6(1), 6(3) - 6(5)

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1c .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

SIDEWALK DESIGN

GRAFTON DRIVE

E. Mertz-Guinn

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

YORK COUNTY

COUNTY PROJECT MANAGER

5/19/2025

RIGHT OF WAY DATA SHEET

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1d .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

SIDEWALK DESIGN

GRAFTON DRIVE

E. Mertz-Guinn

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

YORK COUNTY

COUNTY PROJECT MANAGER

5/19/2025

REVISION DATA SHEET

C o n c . W a lk

6'Wood Fence

4'Vinyl Fence

4'Vinyl Fenc e

4'Vinyl Fence

6'Wood Fence

In v

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D I

In v

C D I

In v

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In v

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In v

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15" Conc.

D P

30"C&G

Asphalt Surface

C o n c . W a lk

S h r u b s

h r u b s

G r a v e l

B r ic k

S ig n

S a p li n g

"O a k

Ditch

"P in e

S to e

W a ll

Conc. Walk

F F

E =5

F r a m e

1- S ty

"O a k

2.129 ACRES PER PLAT

GPIN: S06a-0500-4384

P.B. 12 PG. 34 PLAT

D.B. 879 PG. 771

ASSOCIATION INC.

GLEN LAUREL HOMEOWNER'S

NOW OR FORMERLY

PIR

T V

C A T

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F O

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GRAFTON DRIVE

PRIVATE R/W

STAGECOACH WATCH

PRIVATE R/W

STAGECOACH WATCH

R O

D (F

R O

D (F

R O

D (F

R O

D (F

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P.B. 11 PG. 221

10' DRAINAGE & UTILITY EASEMENT

EXISTING YORK COUNTY

P .B . 1 P

G . 2

D R

A S

E M

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T E

U N

P .B . 1

G . 3

-3

E M

E N

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DATE

SHEET NO.

\P r o j e c ts \8

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F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

SCALE

25' 50'

Exist. R/W

1E(1)

EXISTING CONDITIONS

M A

E E

SEE SHEET 1E(2) FOR UTILITY LEGEND

NOTE:

Photo Control Point

Advertising Sign

Bench Mark

Bollard Post

Control Station

Flag Pole

Gravesite Marker

Guard Post

Mine Entrance

Node Point

Property Line Symbol

Secondary Control Point

Drainage Flow Arrow (Storm Drainage)

Filler Cap (Gas Stations)

Flow Arrow (Streams & Rivers)

Filler Pipe (Gas Stations)

Gas Vent Pipe (Gas Stations)

Gas Tank Access Manhole (Gas Stations)

PLANIMETRIC LEGEND

PHOTO CP

Bore Hole

Mail Box

Property Monument

Metal or Wooden Post

Right of Way Monument

Iron Right of Way Pin

Railroad Mile Marker

Railroad Right of Way Monument

Railroad Telegraph Pole

Railroad Telephone Pole

Shrub

Storm Sewer Manhole

Tree

Railroad Signal Pole or Gate

Found Monumentation

Monitoring Well

Road Arrow

Reference

VDOT Commission Monument

Railroad Switch

Photogrammetric Target

Traffic Left Turn Arrow

Wetland Flag Manual

Elevation Tick Mark

Connected Plat Symbol

Bridge Elevation

Plan Elevation

Water Elevation

Wetland Flag Automatic

Traffic Left-Thru-Right Arrow

Traffic Thru-Right Arrow

Traffic Springback Marker

Traffic Left-Right Arrow

Traffic Left-Thru Arrow

Traffic Right Turn Arrow

Traffic Thru Arrow

Brush Line

City Line

Curb Only

Fence Line

Guardrail

Hedge Row

State Line

Sidewalks

County Line

Curb and Gutter

Jersey Barrier

Obscure Areas

Paved Ditches

Railroad

Right of Way

Edges of Water

Wetlands

Pipe Culverts *

( Variable from 12" to 120" )

* Designate size of culverts

Woods

03-17-2023

6'Wood Fence

4'Vinyl Fence

6'Wood Fence 6'Wood Fence 6'Wood Fence

4'Vinyl Fence 4'Vinyl Fence

In v

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18"HDP

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30"C&G30"C&G

As ph al t S ur fa ce

Asphalt Surface

B r ic k llB r ic k

C o lu m n s

S a p li n g

S a p li n gS a p li n g

S h r u b s

As ph al t

W al k

6" C C

"O a k

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"G u m

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S h r u b s

C o n c . W a lk

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"G u m

S a p li n g

"B ir c h

S a p li n g

B o ll a r d s (5

"O a k

"B ir c h

"G u m (2

S to ll

RECORD

2.08 ACRES PER TAX

GPIN: S06a-0554-3500

P.B. 12 PG. 162 PLAT

D.B. 879 PG. 771

ASSOCIATION INC.

HOMEOWNER'S

GLEN LAUREL

NOW OR FORMERLY

F O

In v

S M

In v

S M

0 P V

P V

PVC

P V

F H

T V

T T -P e d

C A

T V -P e d

C A

T V -P e d

C A

T V -P e d

T V

F O

H H (2

T M

H T

G r o u n d

L ig h t

G V

E -T r a n s

G M

E E

U P

S (2

F O

H H

VARIABLE WIDTH R/W

GRAFTON DRIVE

PRIVATE R/W

THORNROSE DRIVE

P .B . 1

G . 1

R U S

T L

A T E

M A R T

A R

O A D

R O D (F

R O

D (F

R O

D (F

R O

D (F

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D (F

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D (F

R O

D (F

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D (F

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. 1 P

G . 2

D R

A S

E M

E N

E X

U N

P E

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F E

E X

DRAWN BY

APPROVED BY

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1e (2 d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

Exist. R/W

SCALE

25' 50'

EXISTING CONDITIONS

1E(2)

M A

E E

M A T C

S E E

H E E T

1E (3

SEE SHEET 1E(1) FOR PLANIMETRIC LEGEND

NOTE:

UTILITY LEGEND (CONTINUED)

1.76 ACRES PER PLAT

GPIN: S06a-0191-3081

INST. #170005526 PLAT

HOMEOWNERS ASSOCIATION INC.

TOWNHOMES AT MARTIN FARM

NOW OR FORMERLY

Fire Hydrant

Telephone Pedestal

Telephone Manhole

Telephone Pole

Fiber Optic Marker

Telephone Hand Hole

Traffic Control Hand Hole

Traffic Control Manhole

Traffic Signal Pole

Electric Manhole

Electric Meter

Electric Hand Hole

Gas Meter

Electric Pedestal

Electric Guy Wire

Electric Marker Post

Electric Stub

Electric Luminaire

Telephone Booth

Telephone Guy Pole

Telephone Guy Wire

Telephone Marker Post

Electric Box

Electric Guy Pole

UTILITY LEGEND

TBEB

Traffic Signal Pole w/Luminaire

Telephone Riser Pole

Traffic Signal Guy Pole

Test Holes (All Utilities)

Electric Ground Light

End of Information (All Utilities)

Fiber Optic Hand HoleF

Telephone Cell Tower

Traffic Camera Pole

Tower Anchor

Electric Power Pole

Electric Power Riser Pole

Electric Light Pole

Television Satellite Dish

Traffic Control Guy Wire

Traffic Control PedestalTC

Fiber Optic Manhole

Fiber Optic Pedestal

Water Valve

Water Meter

Water Manhole

Television Pedestal

Television Hand Hole

Gas Valve

Gas Manhole

Gas Well

Sanitary Force Main Valve

Sanitary Manhole

Sewer Clean Out

Television Manhole

Gas Marker Post

Gas Stub

Unknown Manhole

Telephone Stub

Television Stub

Water Well

Sanitary Stub

Gas Monitoring Well

Water Stub

Water Siamese Connection

Water Spigot

Water Marker Post

Unknown Hand Hole

Unknown Clean Out

Water Blow Off

Television Marker Post

Sewer Vent Pipe

Sanitary Marker Post

Sanitary Flow Arrow

Gas Test Station

Gas Vent

Water Irrigation Valve

Water Post Inspection Valve

Water Steam Manhole

Water Steam Vent Pipe

Sanitary Air Release Valve

Underground Telephone Cable

Underground Television Cable

Unknown Utility Line

Underground Fiber Optic

Underground Traffic Control

Gas Line Duct

Underground Power Cable

Underground Power Cable Duct

Underground Traffic Control Duct

Underground Telephone Cable Duct

Underground Television Cable Duct

Fiber Optic Cable Television

Underground Fiber Optic Duct

Traffic Control Fiber Optic

Telephone Fiber Optic

Chemical Line (above or below ground)

Vacuum Sewer

Fuel Line (above or below ground)

Gas Line *

Gravity Sewer *

Sanitary Force Main *

Water Line Duct

Vacuum Sewer

Water Line *

Depicted According To Utility Records **

Abandoned According To Utility Records **

** Designate type ( Unknown line is shown )

* Designate size ( Variable from 0. 75" to 54" )

According To Miss Utility Information **

D D

D In v

S D

M H

15"Conc.

In v

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In v

.1 (E

N E

In v

.1 (N

C D I

In v

C D I

"C o n c

15"Conc.

In v

C D I

In v

C D I

In v

C D I

C o n c

15"Conc.

15"Conc.15 "C o n c

15"Conc.

"C on c.

In v

D I

In v

D I

In v

D I

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D I

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c. B r ic k 1- S ty . C r a p y r tl e

C r a r tl e (3

"S y c a m o r e

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P o s t

S ig n

B r ic k

S ig n

As ph al t S ur fa ce

C o n c r e te

S u r f a c e

30"C&G

6'Vinyl Fence

4'Metal Fence

"P in e

"C e d a r

"O a k (3

Di tc h

D it c h

"M a g n o li a

B r ic k

C o lu m n s

"M a g n o li a

S a p li n g

S a p li n g s

S a p li n g

B r ll s

S h r u b s

30"C&G

Asphalt Surface

S ig nS ig n S h r u b

H e d g e r o w

C o n c . F

E S

In v

C o n c . F

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'M e ta l F e n c e

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T V

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G r o u n d

L ig h t

G r o u n d

L ig h t(

G r o u n d

L ig h t

C A

T V

H H (2

T V

E -P e d

G r o u n d

L ig h t

VARIABLE WIDTH R/W

GRAFTON DRIVE

M A

R T

A D

PRIVATE R/W

WINEBERRY WAY

P .B . 1

G . 1

B E

R L

O P

D R

A S

E M

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V A

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E N

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U N

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W A

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T E

T H

D R

E M

E N

E X

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1e (3 d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

SCALE

25' 50'

Exist. R/W

EXISTING CONDITIONS

1E(3)

M A

E E

1.76 ACRES PER PLAT

GPIN: S06a-0191-3081

INST. #170005526 PLAT

HOMEOWNERS ASSOCIATION INC.

TOWNHOMES AT MARTIN FARM

NOW OR FORMERLY

RECORD

0.06 ACRE PER TAX

GPIN: S06a-0856-3313

INST. #170005526 PLAT

INST. #200001773

MERON LULSEGED

ELIAS TESSEMA &

NOW OR FORMERLY

1.64 ACRES PER TAX RECORD

GPIN: S06a-0721-2943

P.B. 13 PG. 185 PLAT

A CONDOMINIUM

RAINBROOK VILLAS,

THE UNIT OWNERS OF THE

NOW OR FORMERLY

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1f .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

E. Mertz-Guinn

COUNTY PROJECT MANAGER

5/19/2025

TO INCORPORATE THE SHEET LAYOUT PLAN.

ON TOP OF PROPOSED DESIGN AS DETERMINED NECESSARY

XREF SHEET BORDER WILL NEED TO BE RELOCATED/ ROTATED AND PLACED

SURVEY ALIGNMENT DATA SHEET

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

COUNTY OF YORK

SCALE

75' 150'

Accuracy Standards Unless Otherwise Noted.

Supervision Of Gary C. Thomas, Ls. This Plat, Map, Or Digital Geospatial Data Including Metadata Meets Minimum

The Topography And Physical Features Shown On This Map Were Obtained Under The Direct And Responsible Charge And8.

Location Of The Underground Utilities.

On This Survey. Prior To Construction Or Excavation Activities, Contact "Va811" Of Virginia At 1-800-552-7001 Or 811 To Verify The

For Quality Level B (Ql B). Pmi Can Not Guarantee The Existence Or Non-Existence Of All Underground Utilities Shown Or Not Show

Of Civil Engineers (Asce) Standards Guidelines For The Collection And Depiction Of Existing Subsurface Utility Data (9Ci/Asce 38-02)

The Underground Utilities Shown Have Been Designated And Located By Pmi. The Designation Conforms To The American Society7.

Type Of Pipes Located In Confined Or Inaccessible Spaces.

Pipe Material Types Are Determined By Field Observations To The Best Of Our Ability. Pmi Does Not Warrant The Material6.

Property Except As Shown.

This Survey Does Not Intend To Depict Any Wetlands, Hazardous Waste And Environmental Features That May Affect Said5.

This Survey Does Not Constitute A Boundary Survey Nor A Subdivision Of Land.4.

Site Conditions Which Occur Subsequent To This Date And Or To Proposed Improvements.

This Survey Was Prepared To Show Existing Features As Of March 17, 2023, And Does Not Certify To Changes To3.

Elevations Refer To North American Vertical Datum Of 1988 (Navd88).2.

North American Datum 1983(NA2011) . Coordinate Values Shown Are Expressed In U.S. Survey Feet.

The Meridian Source Is Based On The Virginia State Plane Coordinate System, South Zone, 1.

SURVEY NOTES:

SIDEWALK DESIGN

GRAFTON DRIVE

Point Inset C - Sheet 1F(1) See Survey Control

Point Inset B - Sheet 1F(1) See Survey Control

Point Inset A - Sheet 1F(1) See Survey Control

R d p

N ,5

E =1 ,0 ,6 .9

E L E

V =5

N 30°49'01" W 689.48'

Survey Baseli ne

S °5 7' " W

Su rv ey B as el in e

N ,5

,7 .8

E =1 ,0 ,0 .1

E L E

V =5

R p

N ,5

,8 .9

E =1 ,0 ,8 .8

E L E

V =5

R p

E le v

C u t S q u a r e

T B

E le v

C u t S q u a r e

T B

E le v

C u t S q u a r e

T B

C o n c . W a lk

6'Wood Fence

4'Vi nyl F ence

4'V iny l F enc e

6'Wood Fence 6'Wood Fence

4'Vinyl Fence

6'Wood Fence 6'Wood Fence 6'Wood Fence

4'Vinyl Fence 4'Vinyl Fence

In v

D I 9 15

C o n c

In v

.7 (N

D I

In v

C D I

In v

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D I

In v

1( S

In v

D M

15" Conc

D P

18"HDP

In v

C D I

In v

D I

In v

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15"Conc.

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C D I

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DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1f (1 d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

1F(1)

SURVEY CONTROL DATA SHEET

E 12075885.85 N 3587868.97

E 12076018.14 N 3588708.81

E 12075664.92 N 3589300.94

SURVEY CONTROL POINT - INSET A SURVEY CONTROL POINT - INSET B SURVEY CONTROL POINT - INSET C

SCALE

25' 50'

N= 3,587,868.97 E=12,075,885.85

ELEV=53.25

Rod & Cap #300

Elev = 53.30

Cut Square

TBM "A"

N= 3,588,708.81 E=12,076,018.14

ELEV=55.20

Rod & Cap #301

Elev = 56.19

Cut Square

TBM "B"

Rod & Cap #302 N= 3,589,300.94 E=12,075,664.92

ELEV=56.55

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d 1g .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

26.5 0'

19.27'

4.7 2'

126.94'

30.10'

36.05'

66.75' 227.69'

CONSTRUCTION ALIGNMENT DATA SHEET

DATA SHEET

CONSTRUCTION ALIGNMENT

66.62'

19.74'

21.3 0'

3.0

P O T

+0 .0

P C

+0 .4

P T

+1 .2

152.56'

Curve Data Curve C5 P.I. Station 15+38.02 N 3,589,204.8060 E 12,075,678.5332 Delta = 11° 15' 09.51" (LT) Degree = 114° 35' 29.61" Tangent = 4.9257 Length = 9.8198 Radius = 50.0000 External = 0.2420 Long Chord = 9.8040 Mid. Ord. = 0.2409 P.C. Station 15+33.10 N 3,589,208.8776 E 12,075,675.7609 P.T. Station 15+42.92 N 3,589,201.3537 E 12,075,682.0466 C.C. N 3,589,237.0180 E 12,075,717.0903 Back = S 34° 15' 00.57" E Ahead = S 45° 30' 10.08" E Chord Bear = S 39° 52' 35.32" E

Course from PT C5 to PC C6 S 45° 30' 10.10" E Dist 4.7247

Curve Data Curve C6 P.I. Station 15+52.76 N 3,589,194.4529 E 12,075,689.0696 Delta = 12° 59' 07.86" (RT) Degree = 127° 19' 26.24" Tangent = 5.1213 Length = 10.1988 Radius = 45.0000 External = 0.2905 Long Chord = 10.1770 Mid. Ord. = 0.2886 P.C. Station 15+47.64 N 3,589,198.0423 E 12,075,685.4167 P.T. Station 15+57.84 N 3,589,190.1344 E 12,075,691.8226 C.C. N 3,589,165.9445 E 12,075,653.8773 Back = S 45° 30' 10.07" E Ahead = S 32° 31' 02.21" E Chord Bear = S 39° 00' 36.14" E

Course from PT C6 to P20 S 32° 31' 02.20" E Dist 126.9393

Point P20 N 3,589,083.0955 E 12,075,760.0594 Sta 16+84.78

Course from P20 to PC C7 S 24° 02' 54.50" E Dist 30.1029

Curve Data Curve C7 P.I. Station 17+24.47 N 3,589,048.1163 E 12,075,778.3049 Delta = 3° 45' 33.42" (RT) Degree = 19° 37' 18.63" Tangent = 9.5828 Length = 19.1587 Radius = 292.0000 External = 0.1572 Long Chord = 19.1552 Mid. Ord. = 0.1571 P.C. Station 17+14.88 N 3,589,055.6055 E 12,075,772.3266 P.T. Station 17+34.04 N 3,589,040.2512 E 12,075,783.7794 C.C. N 3,588,873.4362 E 12,075,544.1198 Back = S 38° 35' 56.84" E Ahead = S 34° 50' 23.42" E Chord Bear = S 36° 43' 10.13" E

Course from PT C7 to PC C8 S 34° 50' 23.42" E Dist 36.0486

Curve Data Curve C8 P.I. Station 17+82.34 N 3,589,000.6074 E 12,075,811.3735 Delta = 7° 00' 42.38" (RT) Degree = 28° 38' 52.40" Tangent = 12.2531 Length = 24.4757 Radius = 200.0000 External = 0.3750 Long Chord = 24.4604 Mid. Ord. = 0.3743 P.C. Station 17+70.09 N 3,589,010.6642 E 12,075,804.3734 P.T. Station 17+94.57 N 3,588,989.7713 E 12,075,817.0935 C.C. N 3,588,896.4074 E 12,075,640.2230 Back = S 34° 50' 23.41" E Ahead = S 27° 49' 41.03" E Chord Bear = S 31° 20' 02.22" E

Course from PT C8 to PC C9 S 27° 49' 41.02" E Dist 66.7483

Curve Data Curve C9 P.I. Station 18+67.25 N 3,588,925.4915 E 12,075,851.0246 Delta = 0° 27' 18.37" (RT) Degree = 3° 49' 56.98" Tangent = 5.9374 Length = 11.8748 Radius = 1,495.0000 External = 0.0118 Long Chord = 11.8748 Mid. Ord. = 0.0118 P.C. Station 18+61.32 N 3,588,930.7423 E 12,075,848.2529 P.T. Station 18+73.19 N 3,588,920.2188 E 12,075,853.7546 C.C. N 3,588,232.8465 E 12,074,526.1461 Back = S 27° 49' 41.05" E Ahead = S 27° 22' 22.68" E Chord Bear = S 27° 36' 01.86" E

Course from PT C9 to PC C10 S 27° 22' 22.69" E Dist 227.6912

Chain MAINLINE contains:

P1 CUR C1 CUR C2 CUR C3 CUR C4 CUR C5 CUR C6 P20

CUR C7 CUR C8 CUR C9 CUR C10 CUR C11 CUR C12

CUR C13 CUR C14 P45

Beginning chain MAINLINE description

Point P1 N 3,589,591.7057 E 12,075,306.6356 Sta 10+00.00

Course from P1 to PC C1 S 46° 50' 00.26" E Dist 44.4143

Curve Data Curve C1 P.I. Station 10+49.09 N 3,589,558.1233 E 12,075,342.4390 Delta = 3° 57' 56.68" (RT) Degree = 42° 26' 28.75" Tangent = 4.6739 Length = 9.3441 Radius = 135.0000 External = 0.0809 Long Chord = 9.3422 Mid. Ord. = 0.0808 P.C. Station 10+44.41 N 3,589,561.3209 E 12,075,339.0300 P.T. Station 10+53.76 N 3,589,554.6977 E 12,075,345.6187 C.C. N 3,589,462.8562 E 12,075,246.6735 Back = S 46° 50' 00.25" E Ahead = S 42° 52' 03.57" E Chord Bear = S 44° 51' 01.91" E

Course from PT C1 to PC C2 S 42° 52' 03.58" E Dist 21.3025

Curve Data Curve C2 P.I. Station 10+79.91 N 3,589,535.5320 E 12,075,363.4084 Delta = 3° 57' 56.69" (LT) Degree = 40° 55' 32.00" Tangent = 4.8470 Length = 9.6901 Radius = 140.0000 External = 0.0839 Long Chord = 9.6882 Mid. Ord. = 0.0838 P.C. Station 10+75.06 N 3,589,539.0845 E 12,075,360.1109 P.T. Station 10+84.75 N 3,589,532.2161 E 12,075,366.9436 C.C. N 3,589,634.3275 E 12,075,462.7207 Back = S 42° 52' 03.56" E Ahead = S 46° 50' 00.25" E Chord Bear = S 44° 51' 01.90" E

Course from PT C2 to PC C3 S 46° 50' 00.26" E Dist 243.0069

Curve Data Curve C3 P.I. Station 13+63.44 N 3,589,341.5566 E 12,075,570.2127 Delta = 5° 47' 43.34" (RT) Degree = 8° 07' 37.42" Tangent = 35.6852 Length = 71.3096 Radius = 705.0000 External = 0.9026 Long Chord = 71.2792 Mid. Ord. = 0.9014 P.C. Station 13+27.76 N 3,589,365.9697 E 12,075,544.1850 P.T. Station 13+99.07 N 3,589,314.6402 E 12,075,593.6421 C.C. N 3,588,851.7655 E 12,075,061.8790 Back = S 46° 50' 00.26" E Ahead = S 41° 02' 16.91" E Chord Bear = S 43° 56' 08.58" E

Course from PT C3 to PC C4 S 41° 02' 16.92" E Dist 26.5024

Curve Data Curve C4 P.I. Station 14+69.75 N 3,589,261.3248 E 12,075,640.0507 Delta = 6° 47' 16.34" (RT) Degree = 7° 41' 26.55" Tangent = 44.1820 Length = 88.2607 Radius = 745.0000 External = 1.3090 Long Chord = 88.2091 Mid. Ord. = 1.3067 P.C. Station 14+25.57 N 3,589,294.6501 E 12,075,611.0426 P.T. Station 15+13.83 N 3,589,224.8044 E 12,075,664.9167 C.C. N 3,588,805.5130 E 12,075,049.1085 Back = S 41° 02' 16.91" E Ahead = S 34° 15' 00.57" E Chord Bear = S 37° 38' 38.74" E

Course from PT C4 to PC C5 S 34° 15' 00.57" E Dist 19.2681

Curve C10 P.I. Station 22+23.25 N 3,588,609.3544 E 12,076,014.7054 Delta = 45° 03' 29.48" (RT) Degree = 19° 25' 20.27" Tangent = 122.3685 Length = 231.9921 Radius = 295.0000 External = 24.3729 Long Chord = 226.0600 Mid. Ord. = 22.5129 P.C. Station 21+00.88 N 3,588,718.0217 E 12,075,958.4426 P.T. Station 23+32.87 N 3,588,492.7690 E 12,075,977.5313 C.C. N 3,588,582.3863 E 12,075,696.4731 Back = S 27° 22' 22.69" E Ahead = S 17° 41' 06.79" W Chord Bear = S 4° 50' 37.95" E

Course from PT C10 to PC C11 S 17° 41' 06.79" W Dist 108.2160

Curve Data Curve C11 P.I. Station 24+45.60 N 3,588,385.3692 E 12,075,943.2862 Delta = 12° 52' 10.45" (LT) Degree = 143° 14' 22.02" Tangent = 4.5113 Length = 8.9847 Radius = 40.0000 External = 0.2536 Long Chord = 8.9658 Mid. Ord. = 0.2520 P.C. Station 24+41.09 N 3,588,389.6673 E 12,075,944.6567 P.T. Station 24+50.07 N 3,588,380.8738 E 12,075,942.9075 C.C. N 3,588,377.5158 E 12,075,982.7663 Back = S 17° 41' 06.81" W Ahead = S 4° 48' 56.37" W Chord Bear = S 11° 15' 01.59" W

Course from PT C11 to PC C12 S 4° 48' 56.39" W Dist 19.7440

Curve Data Curve C12 P.I. Station 24+84.92 N 3,588,346.1552 E 12,075,939.9825 Delta = 9° 51' 42.04" (RT) Degree = 32° 44' 25.60" Tangent = 15.0977 Length = 30.1208 Radius = 175.0000 External = 0.6500 Long Chord = 30.0836 Mid. Ord. = 0.6476 P.C. Station 24+69.82 N 3,588,361.1996 E 12,075,941.2500 P.T. Station 24+99.94 N 3,588,331.5502 E 12,075,936.1571 C.C. N 3,588,375.8908 E 12,075,766.8677 Back = S 4° 48' 56.39" W Ahead = S 14° 40' 38.42" W Chord Bear = S 9° 44' 47.40" W

Course from PT C12 to PC C13 S 14° 40' 38.42" W Dist 253.9929

Curve Data Curve C13 P.I. Station 27+69.78 N 3,588,070.5123 E 12,075,867.7855 Delta = 10° 03' 53.17" (LT) Degree = 31° 49' 51.56" Tangent = 15.8505 Length = 31.6194 Radius = 180.0000 External = 0.6965 Long Chord = 31.5788 Mid. Ord. = 0.6939 P.C. Station 27+53.93 N 3,588,085.8455 E 12,075,871.8016 P.T. Station 27+85.55 N 3,588,054.7131 E 12,075,866.5108 C.C. N 3,588,040.2379 E 12,076,045.9278 Back = S 14° 40' 38.42" W Ahead = S 4° 36' 45.26" W Chord Bear = S 9° 38' 41.84" W

Course from PT C13 to PC C14 S 4° 36' 45.27" W Dist 66.6200

44.

41'

P O T +2

P T

P C

+4 .4

1 P T

+5 .7

P C

+7 .0

P T

+8 .7

P C

+2 .7

P T

+9 .0

P C

+2 .5

P T

+1 .8

P T

+5 .8

P C

+4 .6

P I +8

P C

+1 .8

P T

+3 .0

P C

+7 .0

P T

+9 .5

P C

+6 1.

P T

+7 .1

P C

1+ .8

P T

+3 .8

P C

+4 1.0

P T

+5 .0

P C

P T

+9 .9

.99'

P C

+5 .9

P T

C1 C2

C4 C5

C6 C7

C8 C9

C14

C10

C11

C12

C13

CONSTRUCTION B/L

GRAFTON DRIVE

Curve C14 P.I. Station 28+62.38 N 3,587,978.1358 E 12,075,860.3326 Delta = 16° 35' 26.77" (LT) Degree = 81° 51' 04.01" Tangent = 10.2061 Length = 20.2695 Radius = 70.0000 External = 0.7401 Long Chord = 20.1987 Mid. Ord. = 0.7324 P.C. Station 28+52.17 N 3,587,988.3089 E 12,075,861.1534 P.T. Station 28+72.44 N 3,587,968.1519 E 12,075,862.4508 C.C. N 3,587,982.6796 E 12,075,930.9267 Back = S 4° 36' 45.27" W Ahead = S 11° 58' 41.50" E Chord Bear = S 3° 40' 58.12" E

Course from PT C14 to P45 S 11° 58' 41.32" E Dist 152.5623

Point P45 N 3,587,818.9113 E 12,075,894.1134 Sta 30+25.00

Ending chain MAINLINE description

SCALE

60' 120'

SEQUENCE OF CONSTRUCTION TRAFFIC MANAGEMENT PLAN (TMP) GENERAL NOTES

MAINTENANCE OF TRAFFIC NOTES

SEQUENCE OF CONSTRUCTION /

1J(1)

COMMUTER TRAFFIC.

THE TRAFFIC IN THIS AREA CONSISTS OF LOCAL AND 8.

DURING ALL PHASES OF CONSTRUCTION.

AND THE CONNECTING SIDESTEETS IS TO BE MAINTAINED

THE SPEED LIMIT OF 35 MPH ALONG GRAFTON DRIVE 7.

5:00 PM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

THE WORK ZONE ACTIVE HOURS WILL BE 7:00 AM TO 6.

PROPOSED RIGHT-OF-WAY.

WITHIN THE LIMITS OF THE EXISTING RIGHT-OF-WAY AND

PROVIDED OUTSIDE OF THE PROPOSED TRAVEL LANES AND

THE CONSTRUCTION MATERIAL LAYDOWN AREAS WILL BE 5.

THE SHOULDER/CURB AND GUTTER ALONG ALL SEGMENTS.

CONSTRUCTION WILL INCLUDE WORK WITHIN AND BEYOND 4.

10 FEET, AND ASSOCIATED GRADING AND APPROACH WORK.

FEET. THE WIDTH OF THE WORK ZONE IS APPROXIMATELY

THE LENGTH OF THE WORK ZONE IS APPROXIMATELY 2,000 3.

INCLUDES THE CONSTRUCTION OF SIDEWALKS.

VIRGINIA ON GRAFTON DRIVE. THE PROJECT SCOPE

THIS PROJECT IS LOCATED IN THE COUNTY OF YORK, 2.

THIS IS A TYPE A, CATEGORY II PROJECT.1.

RELATED CONSTRUCTION FACILITIES.

COMMENCE DEMOBILIZATION INCLUDING REMOVAL OF ALL OTHER 10.

SEDIMENT CONTROL MEASURES.

STABILIZATION MUST OCCUR PRIOR TO REMOVAL OF EROSION AND

AND EROSION AND SEDIMENT CONTROL MEASURES. VEGETATIVE

WHEN CONSTRUCTION IS COMPLETE, REMOVE CONSTRUCTION SIGNS 9.

DRIVEWAY ENTRANCES.

SUPPLEMENTAL FLAGGERS TO BE USED AT INTERSECTIONS AND 8.

FIGURES 1.1, 5.2, 23.2, 28.2 and 67.1.

MARKINGS IN ACCORDANCE WITH THE 2011 VAWAPM REV. 2.1 TTC

CONSTRUCT SIDEWALK, PEDESTRIAN RAMPS, SIGNING AND PAVEMENT7.

COMMENCE CLEARING AND GRUBBING AND DEMOLITION OPERATIONS.6.

AND PRIOR TO THE CONTRACTOR LEAVING THE SITE.

RESTORED AT THE END OF EACH DAY ON WHICH WORK OCCURS

TRAFFIC TO THE PROPERTY. FULL DRIVEWAY ACCESS SHALL BE

ENTRANCE WORKED ON AT A TIME SO AS NOT TO RESTRICT

PROPERTIES WITH MULTIPLE ENTRANCES SHALL HAVE ONLY ONE

WITH PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE.

CONTRACTOR SHALL COORDINATE CONSTRUCTION AT DRIVEWAYS 5.

ESTABLISH EROSION AND SEDIMENT CONTROL.4.

MANUAL REVISION 2.1.

ACCORDANCE WITH THE 2011 VIRGINIA WORK AREA PROTECTION

ESTABLISH ALL TEMPORARY TRAFFIC CONTROL DEVICES IN 3.

MINIMUM OF 7 DAYS PRIOR TO ENTERING PROPERTY.

CONTRACTOR SHALL NOTIFY PROPERTY OWNERS IN WRITING A 2.

DIRECTED BY THE OWNER.

COMMENCE MOBILIZATION AND SETTING UP STAGING AREA AS 1.

DRAWN BY

APPROVED BY

DATE

SHEET NO.

\P r o j e c ts \8

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, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

MAINTENANCE OF TRAFFIC NOTES

SEQUENCE OF CONSTRUCTION /

1J(2)

DRAWN BY

APPROVED BY

DATE

SHEET NO.

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F e b r u a r y

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WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

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WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

GENERAL NOTES

2. ALL DRAINAGE SWALES SHALL HAVE SIDESLOPES 3:1 OR FLATTER.

DIRECTED BY THE OWNER.

CONTRACTOR TO RELIEVE AREAS THAT MAY CAUSE DAMAGE TO ROADWAYS, AS

1. TEMPORARY DRAINAGE DURING CONSTRUCTION SHALL BE PROVIDED BY THE

INCIDENTAL DRAINAGE:

OWNER.

3. ALL CONCRETE WORK PERFORMED IN THE RIGHT-OF-WAY AND EASEMENTS SHALL BE INSPECTED BY THE

3) TEN (10) FOOT WIDE: 50'

2) FIVE (5) FOOT WIDE SIDEWALK: 50'

1) CURB & GUTTER: 100'

ARE REQUIRED AS FOLLOWS:

INTERVALS OF 100 FEET USING 1/2 INCH PREMOLDED BITUMINOUS FIBER JOINT FILLER. CONSTRUCTION JOINTS

TEN (10) FEET (NO SECTIONS SHALL BE LESS THAN SIX (6) FEET). EXPANSION JOINTS SHALL BE FORMED AT

2. BOTH CURB AND GUTTER SHALL BE CONSTRUCTED IN SECTIONS OF UNIFORM LENGTHS, APPROXIMATELY

UNLESS OTHERWISE SPECIFIED.

THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS ,(CURRENT EDITION)

1. ALL CONCRETE SHALL BE CLASS "A-3" AIR ENTRAINED (3,000 PSI) IN ACCORDANCE TO SECTION 219 OF

INCIDENTAL CONCRETE:GENERAL:

20.

SURVEYING.

REQUIRED, SHALL BE INCIDENTAL TO COST OF CONSTRUCTION

PROFESSIONAL AND OCCUPATIONAL REGULATION- RULES AND REGULATIONS. THESE ACTIVITIES, WHERE

LICENSED IN THE COMMONWEALTH OF VIRGINIA, AS REQUIRED BY THE VIRGINIA DEPARTMENT OF

DISTURBED DURING CONSTRUCTION MUST BE REPLACED AFTER CONSTRUCTION BY A LAND SURVEYOR, EXISTING MONUMENTS INCLUDING BOUNDARY CORNERS AND RIGHT-OF-WAY CONTROL THAT ARE 19.

CONDITIONS. POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES.

18. PROPOSED GRADES CONVEY DRAINAGE INTENT AND MAY VARY SLIGHTLY BASED ON FIELD

17. ALL TREES, SIGNS, POLES, ETC. SHALL BE A MINIMUM OF 1.5' FROM THE FACE OF CURB.

TO GRADE.

16. ALL VALVES, WATER METERS, AND CLEANOUTS IMPACTED BY THIS PROJECT SHALL BE ADJUSTED

PROPOSED PAVEMENT, NEED TO BE RATED FOR TRAFFIC.

SPECIFICATIONS LATEST EDITION. ALL STRUCTURES THAT ARE ADJUSTED TO GRADE AND ARE IN

ACCORDINGLY. MANHOLES TO BE ADJUSTED ACCORDING TO YORK COUNTY SEWER STANDARDS AND

TO GRADE WITH RISER RINGS. VALVE BOXES SHALL BE EXCAVATED AND ELEVATION ADJUSTED

15. ALL VALVE BOXES AND MANHOLES WITHIN THE LIMITS OF CONSTRUCTION SHALL NOT BE ADJUSTED

UTILITY LINES AND OTHER APPURTENANCES, UNLESS OTHERWISE NOTED ON THE PLANS OR REQUIRED.

14. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF FOUR FOOT HORIZONTAL CLEARANCE BETWEEN

CONSTRUCTION AT HIS EXPENSE.

13. THE CONTRACTOR SHALL REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING

ON SHEET 2C.

OTHERWISE DIRECTED BY THE OWNER OR NOTED BY THE PLANS. USE THE SEEDING SCHEDULE SHOWN

12. THE CONTRACTOR SHALL FINE GRADE, FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS, UNLESS

AREAS.

11. THE CONTRACTOR SHALL PLACE A MINIMUM OF TWO INCHES OF TOPSOIL ON ALL DISTURBED

SLOPES 3:1 (H:V).

OTHERWISE DIRECTED BY THE OWNER OR NOTED BY THE PLANS: CUT SLOPES, 3:1 (H:V);AND FILL

10. THE CONTRACTOR SHALL GRADE DISTURBED AREAS TO THE FOLLOWING SLOPES, UNLESS

APPROVED MATERIALS. THE EXTENT OF UNDERCUT AND BACKFILL IS DETERMINED BY THE OWNER.

THE GRADE SHOWN ON THE PLANS AND SHALL PLACE BACKFILL IN THOSE EXCAVATED AREAS WITH

WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW

9. WHEN MATERIALS UNSUITABLE FOR FOUNDATIONS, SUBGRADE OR THE SIDEWALK PURPOSE OCCUR

TRASH.

8. THE CONTRACTOR SHALL KEEP THE PROJECT AREA IN A CLEAN CONDITION, FREE OF DEBRIS AND

PROPERTY

HAVE ONLY ONE ENTRANCE WORKED ON AT A TIME SO AS NOT TO RESTRICT TRAFFIC TO THE

THE CONTRACTOR SHALL MATCH EXISTING MATERIALS. PROPERTIES WITH MULTIPLE ENTRANCES SHALL

LIMITS, THE OWNER SHALL DIRECT HOW THE CONTRACTOR SHALL TIE-INTO THE EXISTING DRIVEWAYS.

7. WHEN IT IS NECESSARY TO DISTURB EXISTING DRIVEWAYS BEYOND THE PROPOSED CONSTRUCTION

6. THE CONTRACTOR SHALL MAINTAIN FULL ACCESS TO VALVES AND HYDRANTS.

OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL VALVES AND AIR VENTS

RELOCATION OF UTILITIES MUST BE COMPLETED PRIOR TO PLACEMENT OF ANY SIDEWALK MATERIAL.

4. UNLESS OTHERWISE NOTED, UTILITIES ARE ADJUSTED OR RELOCATED BY THE RESPECTIVE OWNER.

AVAILABLE AT THE TIME OF DESIGN.

3. THE LOCATION AND EXTENT OF EXISTING UTILITY FACILITIES ARE SHOWN BASED UPON INFORMATION

CONSTRUCTION.

EXISTING UTILITIES, PAVEMENT, CONCRETE ITEMS, PIPES, ETC., THAT ARE DAMAGED DURING

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT HIS OWN EXPENSE, ANY

OF VIRGINIA" 72 HOURS PRIOR TO ANY EXCAVATION WITHIN THE PROXIMITY OF THEIR UTILITIES. THE

UTILITIES WITHIN THE PROJECT LIMITS. UTILITY COMPANIES SHALL BE NOTIFIED THROUGH "MISS UTILITY

BEGINNING WORK, IN ORDER TO DETERMINE THE EXTENT AND LOCATION OF ALL UNDERGROUND

2. THE CONTRACTOR SHALL CONTACT "MISS UTILITY OF VIRGINIA" (811 OR 1-800-552-7001) PRIOR TO

ORDINANCES, CODES, AND LAWS PRIOR TO CONSTRUCTION.

VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE CITY OR STATE

SPECIFICATIONS, 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, SPECIFICATIONS AND DETAILS, 2020 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE

CODES AND ORDINANCES, THE CURRENT DEPARTMENT OF PUBLIC UTILITIES SEWER AND WATER

1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT YORK COUNTY

PRIOR TO CONSTRUCTION.

INSTALL 4" OF MULCH IN DISTURBED AREAS. IRRIGATION SYSTEM WILL BE RELOCATED BY OWNER

INSTALL SIDEWALK AND RAMPS. SALVAGE REMOVED LANDSCAPING AS DIRECTED BY THE OWNER.

CONTRACTOR TO CUTBACK AND/OR REMOVE LANDSCAPING AS DIRECTED BY THE OWNER TO

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d a .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

5/19/2025

TYPICAL SECTIONS

GRAFTON DR

CONSTRUCTION

GRAFTON DR

1.5%

1.5%1.5% or flatter

3 : 1

3' 1'

STA 10+00 - STA 10+75, STA 13+20 - STA 13+30, STA 14+45 - STA 14+55

1.5%

PROP

1'5'

VARIES

AND

3' MIN

Finished Grade Point of

Exist Pvmt

Finished Grade Point of

R/W

EXIST

EXISTR/W

EASEMENT

or flatter

* 3 : 1

* STA 18+75 to STA 19+00 SIDE SLOPE IS 2:1 TO AVOID BOLLARDS

SIDEWALK TO AVOID FIRE HYDRANT

* STA 20+10 SIDE SLOPE IS 2:1 AND STARTS 6" BEHIND

Hydraulic Cement Concrete Sidewalk 4"

2" Topsoil Class A/B and Seed

EASEMENT

PERM

2" Topsoil Class A/B and Seed

EASEMENT

PROP

STA 14+55 - STA 29+89.34

STA 10+75 - STA 13+20, STA 13+30 - STA 14 +45,

and Gutter Curb and Gutter Curb

QUANTITY SUMMARIES

o b il iz a ti o n

C o n s tr u c ti o n

S u r v e y in g

C le a r in g a u b b in g

It m s c r ip ti o n

ITEM NO.

UNIT

INCIDENTAL SUMMARY

PROJECT TOTAL

A g g r . B a s tl . T y . I N o . 2

TON

S ta n d a u r b

G -2

R a d ia l

C u r b

G -2

S ta n d a b tt e r

G -6

R a d ia l

C u tt e r

G -6

C G -1 te c ta le r n in g

S u r f a c e

S id e w a lk

H y d r a u li c

C e m e n t

C o n c r e te

A ll a y in g s t

1 1 1 62 55 2414155 155 970

It s c r ip ti o n

ITEM NO.

UNIT

MARKING SUMMARY

SIGNING AND PAVEMENT

C o n c . F o u n d a ti o n

T P -1 , T y p e

PROJECT TOTAL

EA EA

S ig n

P o s t

S T

P -1

1/ u g e

C o n c . F o u n d a ti o n

T P -1 , T y p e

S ig n

P o s t

S T

P -1

1/ u g e

LF LF

461230 241

It s c r ip ti o n

ITEM NO.

UNIT

PROJECT TOTAL

ROADSIDE DEVELOPMENT SUMMARY

T o p s o il C la

T o p s o il C la s s

R e g u la r

S e e d

LBS

O v e r s e e d in g

LBS

L im e

TON

F e r ti li z e r

N it r o g e n

LBS

F e r ti li z e r

P o ta s s iu m

LBS

F e r ti li z e r

P h o s p h o r o u s

LBS

T e m p o r a r y

S e e d

LBS

130.14 0.14 54.26 43.41 1.14 24.65 32.00

It s c r ip ti o n

ITEM NO.

UNIT

PROJECT TOTAL

R e m o v e

C o m b in a ti o n

C u tt e r

R e m o v e

E x is ti r b

DEMOLITION

R e g u la r

E x c a v a ti o n

EARTHWORK

EARTHWORK SUMMARY

DEMOLITION AND

C o n c r e te

It e m s

S w t

H y d r a u li c

C e m e n t

D e m o li ti o n o f

P a v e m e n t (F le x ib le

422461 50325

It s c r ip ti o n

ITEM NO.

UNIT

PROJECT TOTAL

G r o u h a n n e li z v ic e s

DAY

TRAFFIC SUMMARY

MAINTENANCE OF

E le c tr o r a r d

900 240120

It s c r ip ti o n

ITEM NO.

UNIT

PROJECT TOTAL

CONTROL SUMMARY

EROSION AND SEDIMENT

In le t

P r o te c ti o n

T y p e

In le t

P r o te c ti o n

T y p e

T e m p . S il t

F e n c e

T y p e

113 1860

S il ta ti o n

C o n tr o l E x c a v a ti o n

316.20 500

T r e e

F e n c e

B o r r x c a v a ti o n

It s c r ip ti o n

ITEM NO.

UNIT

PROJECT TOTAL

DRAINAGE SUMMARY

11827 3

S to w e r

P ip e

1" S to w e r

P ip e

E n d

S e c ti o n

S -1

1" E n d

S e c ti o n

S -1

id e w lk a in a n d

F lu m e

F la g g e r

S e r v ic e

-0001

513SD20

-0012

308SD20

-0001

301SD20

-0001

517SD20

-0011

502SD20

-0012

502SD20

-0022

502SD20

-0023

502SD20

-0002

504SD20

-0003

504SD20

-0001

511SD20

S ig n

P o s t

S T

P -1 u g e

S ig n

P o s t

S T

P -1 u g e

-0037

700SD20

-0034

700SD20

-0036

700SD20

-0035

700SD20

-0038

700SD20

-0039

700SD20

-0003

700SD20

-0012

700SD20

P o s t

S ig n

S tr u c tu r e

R e m o v e

E x is ti n g

G r o u u n t

S Ig n

P a n e l

R e lo c a te

E x is ti n g

P o s t

-0024

512SD20

-0026

512SD20

-0014

512SD20

T e m p o r a r y

S ig n

-0027

512SD20

-0001

303SD20

-0007

303SD20

-0004

508SD20

-0002

510SX20

-0001

602SD20

-0003

602SD20

-0003

603SD20

-0004

603SD20

-0002

603SD20

-0017

603SD20

-0014

603SD20

-0015

603SD20

-0016

603SD20

-0030

303SD20

-0031

303SD20

-0029

303SD20

-0034

303SD20

-0027

302SD20

-0036

302SD20

-0199

302SD20

-0203

302SD20

-0012

704SD20

-0015

704SD20

-0042

512SD20

P v m t

L k g

T y p la s s

P v m t

L k g

T y p la s s

E r a d ic a te

L in e a r

P v m t

M r k g

-0001

701SD20

S ig n

P a n e l

18170

-0001

510SX20

R e m o v e

S id e w a lk a n d

E n tr a n c e

-0237

302SD20

D r o p

In le t

D I-

16.0035

R e m o v e

E x is ti n c r e te

P ip e

D r a in a g e

S tr u c tu r e

R e m o v e

E x is ti n g

DRAWN BY

APPROVED BY

DATE

SHEET NO.

\P r o j e c ts \8

-D -G r a f iv e

S id e w a lk \B

-C

A D \8 d S h e e ts \d d b .d g n

M o n

F e b r u a r y

, 2

WMP

JMA

GRAFTON DRIVE

SIDEWALK DESIGN

E. Mertz-Guinn

YORK COUNTY

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

COUNTY PROJECT MANAGER

EROSION AND SEDIMENT CONTROL NARRITIVEEROSION CONTROL NOTES

DISPOSE OF SEDIMENTS WITHIN 30 DAYS.

TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND

AREA IS STABILIZED, THE CONTRACTOR SHALL REMOVE

CONSTRUCTION IS SUBSTANTIALLY COMPLETE AND THE WORK

DETERMINED BY THE OWNER. ONCE THE OWNER DETERMINES

NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

COMPLETED. THE CONTRACTOR SHALL INSTALL AND MAINTAIN

DIRECTED BY THE OWNER AFTER FINAL GRADING IS

INSTALL PERMANENT STABILIZATION WITHIN 7 DAYS OR AS

DISTURBED LONGER THAN 30 DAYS. THE CONTRACTOR SHALL

AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN

MEASURES SHALL BE APPLIED TO ALL DENUDED OR DISTURBED

BEGINNING CONSTRUCTION. APPROVED SOIL STABILIZATION

COMPLETE MAJOR GRADING AS SOON AS POSSIBLE AFTER

CONSTRUCTION SITE TRAFFIC. THE CONTRACTOR SHALL

BY THE OWNER. THE CONTRACTOR SHALL CONTROL

CHEMICAL DUST ADHESIVES OR OTHER MEASURES AS DIRECTED

SHALL MONITOR AND CONTAIN DUST USING WATER, MULCH,

TRANSPORTED FROM THE PROJECT SITE. THE CONTRACTOR

STOCKPILES LOCATED WITHIN THE PROJECT SITE OR THOSE

TEMPORARY AND PERMANENT STABILIZATION MEASURES FOR

TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR

MATERIALS AND STABILIZE OR PROTECT WITH SEDIMENT

THE CONTRACTOR SHALL STOCKPILE SOIL AND OTHER CREDIBLE

TREE PROTECTION.

MANUAL, LATEST EDITION. THE SILT FENCE WILL ALSO ACT AS

IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION

ACTIVITY. SITE ACCESS BY CONSTRUCTION VEHICLES SHALL BE

SITE BEFORE ANY SITE DEMOLITION OR EARTH-MOVING

CONTRACTOR SHALL INSTALL SILT FENCE ON THE PROJECT

MANAGEMENT STRATEGIES / SEQUENCE OF CONSTRUCTION THE

OBTAIN A VSMP CONSTRUCTION PERMIT.

CONSERVATION AND RECREATION AT (804) 786-3957 TO

PRESERVATION AREA, CONTACT THE VIRGINIA DEPARTMENT OF

GREATER THAN 2500 SQUARE FEET IN THE CHESAPEAKE BAY

ACTIVITIES. FOR ALL SITES ONE ACRE OF GREATER, OR

BE INSTALLED PRIOR TO DEMOLITION AND EARTH-MOVING

CONTROL. EROSION AND SEDIMENT CONTROL MEASURES SHALL

SEEDING, TREE PRESERVATION AND PROTECTION, AND DUST

MEASURES INCLUDE SILT FENCE, RIPRAP, TOPSOILING, PERMANENT

EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH).

SPECIFICATIONS OF THE CURRENT EDITION OF THE VIRGINIA

MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND

SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND

OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL

EROSION AND SEDIMENT CONTROL MEASURES UNLESS

AREAS ASSOCIATED WITH MOST OF THIS PROJECT.

IS GENERALLY FLAT, RESULTING IN NO CRITICAL EROSION

CRITICAL EROSION AREAS THE TOPOGRAPHY OF THE PROJECT

NOTES

EROSION AND SEDIMENT CONTROL

PERMANENT SEEDING MIXTURE

RIGHT OF WAY.

19.ALL EROSION CONTROL MEASURES SHALL BE PLACED IN THE

OF IN A LAWFUL MANNER.

18.ALL MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED

CONTROLLED DISPOSAL AREA.

OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT

17.SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING

AT THE END OF EACH DAY.

OR PRIVATE ROAD SURFACE WILL BE CLEANED THOROUGHLY

ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A PUBLIC

EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.

REPLACEMENT TREES SHALL CONFORM TO THE LATEST

SPECIES OF LIKE QUALITY AS SPECIFIED BY THE OWNER.

REPLACED BY TREES OF AT LEAST 2" CALIPER OF THE SAME

MEANS ARE KILLED DURING CONSTRUCTION, THEY SHALL BE

CONSTRUCTION: IF DESIRED TREES PROTECTED BY THE ABOVE

16.CRITERIA FOR REPLACING TREES KILLED DURING

OR COUNTY PROJECT MANAGER.

INJURY SHOULD BE PRESCRIBED BY THE COUNTY INSPECTOR

PARENT STEM AT THE BRANCH COLLAR. CARE FOR SERIOUS

SHALL BE CUT BACK TO THE NEXT LATERAL BRANCH OR

WITH ARBORICULTURAL STANDARDS. DAMAGED TREE LIMBS

EQUIPMENT OPERATIONS SHALL BE TREATED IN ACCORDANCE

15.TREE TRUNKS AND EXPOSED ROOTS DAMAGED DURING

FEASIBLE.

THIS SHOULD APPLY TO DITCHING FOR UTILITY SERVICES, IF

"NO CUT" ZONE OF 20' IN ALL DIRECTIONS FROM THE TREE).

IN FEET (EXAMPLE: CIRCUMFERENCE OF 10" WOULD HAVE A

(MEASURED 4 1/2" ABOVE GROUND LINE IN INCHES) EXPRESSED

CUT IN AN AREA EQUAL TO TWICE THE TREE CIRCUMFERENCE

LAND LEVELING OPERATIONS. FEEDER ROOTS SHOULD NOT BE

AVOID DAMAGE TO EXISTING TREE TRUNKS AND ROOTS DURING

14.HEAVY EQUIPMENT OPERATORS ARE TO BE CAUTIONED TO

BE NAILED OR ATTACHED TO TREES DURING CONSTRUCTION.

13.BOARDS OR WIRES OF A NON-PROTECTIVE NATURE SHALL NOT

SPECIFICATIONS.

SPECIFICALLY ALLOWED BY THESE STANDARDS AND

EXCEPTION TO THIS REQUIREMENT WILL BE THOSE

BE OPERATED TO AVOID SOIL COMPACTION. THE ONLY

DEFINED AREA AND VEHICLES AND OTHER EQUIPMENT SHALL

GREATER. MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS

WHERE THE DRIP LINE IS LESS THAN 5', OR WHICHEVER IS

EQUAL TO THE DRIP LINE OF THE TREE OR A MINIMUM OF 5'

A CIRCULAR PATTERN AROUND THE TREE A MINIMUM DISTANCE

PRESERVATION AND PROTECTION) AND SHOULD BE LOCATED IN

(1992), STANDARD AND SPECIFICATION 3.38 (TREE

EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION,

PROTECTION SHALL BE IN ACCORDANCE WITH THE VIRGINIA

DESTRUCTION OR DAMAGE OF THE TREES. THE TREE

TO BE RETAINED ON THE SITE PLAN TO PREVENT THE

PROTECTION BARRIERS SHALL BE PLACED AROUND ALL TREES

12.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION,

PLANS AND SHALL BE CLEARLY MARKED IN THE FIELD.

11.TREES SELECTED FOR PRESERVATION ARE SHOWN ON THE

SHALL BE SPREAD AND SEEDED.

SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT

STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES

NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE

10.TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE

DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY.

NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS

MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES

9.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND

WATERWAYS OR THE STORM DRAINAGE SYSTEM.

NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS,

DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES

OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING

8.EFFLUENT FROM DE-WATERING OPERATIONS SHALL BE FILTERED

OF CONSTRUCTION SITE TRAFFIC.

WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL

CONTROL DUST, INCLUDING (BUT NOT LIMITED TO) USE OF

7.THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO

TRANSPORTED FROM THE PROJECT SITE.

STOCKPILES ON SITE AS WELL AS FOR MATERIALS

TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR

MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE

BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING

6.STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL

BE REMOVED FROM PAVED AREAS ON A DAILY BASIS.

VEHICLES TO EXISTING GRAVEL ENTRANCES. SEDIMENT SHALL

5.THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION

CONTRACTOR AND SHALL BE MADE IMMEDIATELY.

CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE

EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND

RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE

MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING

4.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL

THE FIRST STEP IN LAND DISTURBANCE.

PROTECTION DEVICES ARE TO BE PLACED PRIOR TO OR AS

3.ALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE

BE PAVED.

EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO

INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING, AND THE

FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES

BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED

APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT

PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE

WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY

SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS

2.THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY

EDITION).

EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST

MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA

WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO

STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES

1.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND

FOR ALL CALCULATIONS SEE DESIGN REPORT.

CALCULATIONS

VEGETATED DITCHES.

THE CONCRETE SIDEWALK SHALL DRAIN TOWARD THE EXISTING

STORMWATER RUNOFF CONSIDERATIONS

ACTIVITIES SHALL BE USED DURING CONSTRUCTION.

GRADING AND ALL OTHER POTENTIAL LAND DISTURBING

CONTROL DUST DURING DEMOLITION, EXCAVATION, PAVING,

HARMFUL AIRBORNE SUBSTANCE. MEASURES TO PREVENT AND

SOIL LOSS AND REDUCE THE PRESENCE OF POTENTIALLY

AREAS SUBJECT TO DUST PROBLEMS IN ORDER TO PREVENT

DISTURBANCE, DEMOLITION, OR CONSTRUCTION ACTIVITIES IN

REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND

DUST CONTROL - 3.39

COMPACTION.

VEGETATION FROM CONSTRUCTION EQUIPMENT AND SOIL

DISTURBANCE WILL PROTECT THE TREES AND OTHER

SILT FENCE BARRIER PLACED ALONG THE LIMITS OF

PROVIDE OTHER ENVIRONMENTAL AND AESTHETIC BENEFITS. THE

WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL AND

TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY

INJURY DURING LAND-DISTURBING AND CONSTRUCTION ACTIVITY

PROTECTING EXISTING TREES FROM MECHANICAL AND OTHER

TREE PRESERVATION AND PROTECTION - 3.38

VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS.

YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED

AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A

VEGETATIVE COVER BY PLANTING SEED ON ROUGH-GRADED

PERMANENT SEEDING - 3.32 ESTABLISHMENT OF PERENNIAL

ARE TAKEN TO PREVENT SLOUGHING AND EROSION.

FOR SLOPES STEEPER THAN 2:1 UNLESS ADDITIONAL MEASURES

OF PROVIDING A SUITABLE GROWTH MEDIUM; NOT RECOMMENDED

IMPORTATION OF TOPSOIL IS MOST COST-EFFECTIVE METHOD

DISTURBED AREAS. APPLICABLE WHERE PRESERVATION OR

GROWTH MEDIUM FOR VEGETATION USED TO STABILIZE

PRESERVING AND USING TOPSOIL TO PROVIDE A SUITABLE

TOPSOILING - 3.30

HANDBOOK NUMBER.

RESPECTIVE VIRGINIA EROSION AND SEDIMENT CONTROL

ARE DISCUSSED BELOW AND ARE REFERENCED TO THE

THE VEGETATIVE PRACTICES TO BE USED ON THIS PROJECT

VEGETATIVE PRACTICES

UNDER DESIGN FLOW CONDITIONS.

VEGETATIVE COVER, ETC. ARE SUCH THAT SOIL MAY ERODE

CONDITIONS, WATER TURBULENCE AND VELOCITY, EXPECTED

LOOSE, ANGULAR STONE INSTALLED WHEREVER SOIL

A PERMANENT, EROSION-RESISTANT GROUND COVER OF LARGE,

RIPRAP - 3.19

PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA.

CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO

ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A

STORM SEWER…

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File details come from the government source that posted it. Updated Jul 29, 2026.