S Mesa Drive-Final_Plans_2024-03-07_SIGNED.pdf

LOCATION MAP

CITY OF HOPEWELL

SCALE

1,000' 2,000'

ADT

DHV

V (MPH)

D (%) (design hour)

T (%) (design hour)

S MESA DRIVE

ADT (2021) 5800

53%

1%

35 MPH

P R

O J E

C T

M A

N A

G E

R

STATE LINE

COUNTY LINE

CITY,TOWN OR VILLAGE

RIGHT OF WAY LINE

FENCE LINE

UNFENCED PROPERTY LINE

FENCED PROPERTY LINE

WATER LINE

SANITARY SEWER LINE

GAS LINE

ELECTRIC UNDERGROUND CABLE

TRAVELED WAY

GUARD RAIL

RETAINING WALL

RAILROADS

BASE OR SURVEY LINE

LEVEE OR EMBANKMENT

BRIDGES

CULVERTS

DROP INLET

POWER POLES

TELEPHONE OR TELEGRAPH POLES

TELEPHONE OR TELEGRAPH LINES

HEDGE

TREES

HEAVY WOODS

GROUND ELEVATION

GRADE ELEVATION

DATUM LINE

DATUM LINE

T/Tg

E

6" W

8" S

4" G

PL

PL

CONVENTIONAL SIGNS

S U

R V

E Y

E D

B Y

D A

T E

D E

S

IG

N

S U

B S

U R

F A

U

IL

IT

D A

T E

Copyright 2022 , Commonwealth of Virginia

VI

RGINIA

SIC SEMPER TYRANNI

S

CITY OF HOPEWELL

SOUTH MESA DRIVE

PEDESTRIAN IMPROVEMENTS

AND TRAFFIC DATA

FUNCTIONAL CLASSIFICATION

116-9038 RIVER ROAD

TO

JACKSON FARM ROAD

G R

G

M c

G L

O T

H L

IN

, L .S -6

(T

IM

M O

S

O U P

H

G

IN

E E

R

IN

G , I

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(G

L

L L E

N , V

IR

G

IN

IA

T

IM

M O

O U P , S

E P

T E

M B

E R

IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

WHERE OTHERWISE NOTED.

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11U, EXCEPT

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

PDF VERSION OF THE PLAN ASSEMBLY.

DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD

AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE GENERAL NOTES.

WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION

ASSEMBLY AS AWARDED, INCLUDING ALL SUBSEQUENT REVISIONS,

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN

See Sheet 2 for Index of Sheets

COMMONWEALTH OF VIRGINIA

STATE

PROJECT PROJECTROUTE

VA.

NO.

FOR SECTION NUMBERS

SEE TABULATIONS BELOW

FEDERAL AID STATE SHEET

HSIP-5A27(795)

TITLE OF POSITIONDATE

LOCALLY ADMINISTERED PROJECTS

TITLE OF POSITIONDATE

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

NAME OF LOCALITY

TIER 1 PROJECT

APPROVED FOR CONSTRUCTION

DATE

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

FOR CONSTRUCTION

RECOMMENDED FOR APPROVAL

DISTRICT PROJECT DEVELOPMENT ENGINEER

DATE DISTRICT ENGINEER/ADMINISTRATOR

SHEET NO.PROJECT

U006-116-203

FHWA-DATA-44021

STATE

PROJECT

NO.

SECTION

LENGTH INCLUDING

FEDERAL AID

PROJECT NO.

FEET FEETMILES MILES

LENGTH EXCLUDING

TYPE

PROJECT

DESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

PE-101 HSIP-5A27(795) PENG PREL. ENGR.

TO: 0.02 MI. N. OF ATLANTIC ST.

FR: 0.04 MI. S. OF ATLANTIC ST.

C-501 HSIP-5A27(960) I000 CONSTRUCTION FR: 0.04 MI. S. OF ATLANTIC ST.

TO: 0.02 MI. N. OF ATLANTIC ST.

351.87

351.87

351.87

351.87

0.067

0.067

0.067

0.067

110842

110842

U

P-101, C-501

U000-116-203, NOTE: PROJECT LENGTH BASED ON S. MESA DR. CONSTRUCTION BASELINE

POPULATION 23,033 (2020 CENSUS)

NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)

CITY OF HOPEWELL

& ENGINEERING DPW

DEPUTY DIRECTOR OF STORMWATER

M A

R S

H A

H

R T

L E

S S 1-

(C

IT

O F

H

P

E W

E L L

MARSHALL HARTLESS

03/07/2024

NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)

01_Title Sheet.dgn

Plotted By: BHENDRIC2:33:10 PM

Thursday, March 07, 2024 02:33:10 PM

LOCATION

PROJECT

DANVI

LL

E

ST.

AT

LA

NTI

C

ST.

S . M

E

S H

E R

M

V E

HIGH SCHOOL

HOPEWELL

J E F F

E R S

E

M

IL

E

SUSSEX DR.

C A B

IN

C R

E

K

1B

SURVEY DATA SHEET

01B_Survey Data Sheet.dgn

Plotted By: BHENDRIC11:38:49 AM

Wednesday, February 15, 2023 11:38:49 AM

SHEET NO.

FIELDWORK COMPLETED 12-3-2021.

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)289-1901

FIELD CONTACT: DAMAGE PREVENTION GROUP (800)289-1901

NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

WXN WINDSTREAM KDL (WXN456) 11/18/21 12:46 PM 30

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)483-1233

FIELD CONTACT: UTILIQUEST (804)286-1721

NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

VZN VERIZON (VZN804) 11/18/21 12:41 PM 30

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (804)458-1686

FIELD CONTACT: UTILIQUEST (804)286-1721

NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

VIRGINIA AMERICAN WATER (VAW953) 11/22/21 11:25 AM 30VAW

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (866)366-4357

FIELD CONTACT: UTILIQUEST (804)286-1721

NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

DOMINION CENTRAL DISTRIBU (DOM410) 11/22/21 11:25 AM 30DOM

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (804)541-2275

FIELD CONTACT: RICHARD G MOORE (804)541-2323

MARKED

HWL HOPEWELL CITY-SEWER (CIHO25) 11/22/21 12:04 PM 10

IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)544-5606

FIELD CONTACT: UTILIQUEST (703)754-2116

NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

COLUMBIA GAS (CGV111) 11/22/21 11:25 AM 30CGV

CODE

MARKING DESCRIPTION RESPONSE

THAT MAY BE PROVIDED BY THE OPERATOR/LOCATOR.

WHEN THE MEMBER MARKING CODE IS BLUE, CLICK FOR ADDITIONAL INFORMATION

RESPONSES DUE BY: 11/23/21 07:00 AM EXPIRES: 12/14/21 07:00 AM

ADDRESS : S MESA DR

STATE: VA CNTY: HOPEWELL CITY PLACE:

TICKET : A132201489 REV: 00A TAKEN: 11/18/21 12:27 PM

5100800012D EFFECTIVE DATE JULY 16, 2015.

SITE IS IS FLOOD ZONE "X" BY GRAPHICAL REPRESENTATION OF PANEL

AND NOT PROVIDED WITHIN A TITLE COMMITMENT.

SURVEYORS BOUNDARY RESEARCH ONLY

DEPICTED HEREON. ALSO, EASEMENTS SHOWN HEREON WERE TAKEN FROM A

AND MAY BE SUBJECT TO DEEDS AND EASEMENTS OF RECORD WHICH ARE NOT

THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT

PAINTED UTILITIES LOCATED FROM OTHERS.

DATUM ESTABLISHED BY RTK RTCM-REF 0568.

VERTICAL DATUM: NAVD88

HORIZONTAL DATUM: NAD83 (VA SOUTH ZONE)

ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM

OBTAINED ON THE FOLLOWING DATES: NOVEMBER 15-17, 2021. THIS PLAT, MAP

SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS

RESPONSIBLE CHARGE OF GREG McGLOTHLIN FROM AN ACTUAL GROUND

THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND

SURVEY NOTES:

MONUMENT FOUND

IRON PIPE FOUND

IRON ROD FOUND

MAILBOX

SIGN/ MARKER

WATER VALVE

WATER METER

STORM MANHOLE

SANITARY MANHOLE

SHRUB

DECIDUOUS TREE

GUY WIRE

LIGHT POLE

POWER POLE

LEGEND

CONSTRUCTION ALIGNMENT DATA

SCALE

50' 100' 1C

P

OT

0+ .0

P

OT

+0 0.

P

OT

+0 0.

POT 10+00.00

POT 11+12.33

POT 12+04.92L

S. Mesa Dr. Constr. B

L Atlantic Ave. Constr. B

Tangential Length: 500.00

Tangential Direction: N 10°23'07" E

11828253.0420 20+00.00 R1 3631747.1933( )POE

11828162.9086 10+50.00 R1 3631255.3845( )PI

Element: Linear

Tangential Length: 500.00

Tangential Direction: N 10°23'07" E

11828162.908610+50.00 R1 3631255.3845( )PI

11828072.775210+00.00 R1 3630763.5756( ) POB

Element: Linear

EastingNorthingStation

Alignment Style: - 25 Scale Baselines

Alignment Description:

Alignment Name: S Mesa Dr_BL

SOUTH MESA DRIVE

Tangential Length: 92.58

Tangential Direction: N 58°07'36" E

11828344.1396 12+04.92 R1 3631395.0234( )POE

11828265.5170 11+12.33 R1 3631346.1360( )PI

Element: Linear

Tangential Length: 112.33

Tangential Direction: N 59°13'18" E

11828265.5170 11+12.33 R1 3631346.1360( )PI

11828169.005710+00.00 R1 3631288.6529( ) POB

Element: Linear

EastingNorthingStation

Alignment Style: - 25 Scale Baselines

Alignment Description:

Alignment Name: Atlantic Ave_BL

ATLANTIC AVENUE

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

01C_Construction Alignment Data Sheet.dgn

Plotted By: BHENDRIC11:38:51 AM

Wednesday, February 15, 2023 11:38:51 AM

SHEET NO.

:1 M a x

:1 M a x

BHENDRIC

KCR-VA-Model

1E

SIGNS

TRAFFIC BARRIER SERVICE

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

AND MAINTENANCE OF TRAFFIC NOTES

TRANSPORTATION MANAGEMENT PLAN

HOPEWELL PROJECT MANAGER.

ADDITIONAL SIGNS AND BARRICADES MAY BE REQUIRED BY THE CITY OF 5.

TTC-53.0

SIGNING FOR THE PROJECT LIMITS SHALL BE IN ACCORDANCE WITH VWAMP FIG. 4.

THE PROJECT AS DIRECTED BY THE CITY OF HOPEWELL PROJECT MANAGER.

CONTRARY TO CONSTRUCTION SIGNS AND UNCOVER THEM AT THE COMPLETION OF

THE CONTRACTOR SHALL TEMPORARILY COVER ANY EXISTING SIGNS THAT ARE 3.

NOT IN USE.

ZONE SHALL BE COVERED OR REMOVED AND STORED AWAY FROM TRAFFIC WHEN

ALL CONSTRUCTION SIGNS THAT GOVERN TRAFFIC FLOW THROUGH THE WORK 2.

AS APPROVED BY THE CITY OF HOPEWELL PROJECT MANAGER.

SIGN SPACING AND LOCATION SHALL BE ADJUSTED TO FIT THE FIELD CONDITIONS 1.

NOTES

OF CONSTRUCTION

SUGGESTED SEQUENCE

-TTC-36.2 "CROSSWALK CLOSURE AND PEDESTRIAN DETOUR OPERATION"

-TTC-35.1 "SIDEWALK CLOSURE AND BYPASS SIDEWALK OPERATION"

TO MAINTAIN ACCESS:

WHERE PEDESTRIAN ACCESS IS IMPACTED UTILIZE THE FOLLOWING TEMPORARY TRAFFIC CONTROL 2.

-TTC-67.1 "LANE CLOSURE OPERATION THROUGH A UNSIGNALIZED INTERSECTION"

-TTC-53.0 "SIGNING FOR PROJECT LIMTS"

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

-TTC-5.2 "SHOULDER OPERATION WITH MINOR ENCROACHMENT"

OF CONSTRUCTION:

UTILIZE THE FOLLOWING TEMPORARY TRAFFIC CONTROL FIGURES, AS APPLICABLE, FOR EACH STAGE 1.

NOTES:

COMPLETE INSTALLATION OF FINAL SIGNING AND STRIPING.

STAGE IV

CONSTRUCT PEDESTRIAN CURB RAMPS AND CROSS WALKS IN ACCORDANCE WITH PLANS.

STAGE III

COMPLETE REMOVAL OF EXISTING SIDEWALK AND CURB RAMPS ALONG S. MESA DRIVE AS NEEDED.

STAGE II

TRUCK TURN AROUND).

COMPLETE INSTALLATION OF CLOSURE OF ATLANTIC AVENUE. (INCLUDING SIDEWALK, CURB AND GUTTER, AND

STAGE I

ACCOMODATES ALL TRUCK TURNING MOVEMENTS DURING ALL STAGES OF CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN THE WORK ZONE TRAFFIC CONFIGURATION SUCH THAT IT 14.

BE SUBMITTED AT LEAST 30 DAYS IN ADVANCE OF INSTALLATION.

APPROVAL, WHICH ARE SEALED BY A LICENSED VIRGINIA PROFESSIONAL ENGINEER. THESE NEED TO

SUBMIT DETAILED SHOP DRAWINGS TO THE CITY OF HOPEWELL PROJECT MANAGER FOR REVIEW AND

IF THERE IS ANY INSTALLATION OF TEMPORARY SHORING ON THIS PROJECT, CONTRACTOR SHALL 13.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION.12.

BE COORDINATED WITH THE CITY OF HOPEWELL PROJECT MANAGER).

TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. (STORAGE AREA FOR THIS MATERIAL SHALL

CITY OF HOPEWELL PROJECT MANAGER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF

REMOVED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR RE-USE, AS DETERMINED BY THE

EXISTING SURFACE, AGGREGATE BASE, AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR 11.

VEHICULAR TRAFFIC.

WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF

THE CONCLUSION OF EACH WORKDAY SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 (MIN. 4:1)

ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE AT 10.

AFFECTED PROPERTY OWNERS 72 HOURS PRIOR TO ANY MODIFICATION TO THEIR ENTRANCE.

CITY OF HOPEWELL PROJECT MANAGER, IN WHICH CASE, THE CONTRACTOR SHALL NOTIFY THE

PRIVATE ENTRANCES SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE 9.

AREA PROTECTION MANUAL.

CONCRETE BARRIER TYPE "A" AND IMPACT ATTENUATORS IN ACCORDANCE WITH THE VIRIGINA WORK

CONTROL PLAN WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PROTECTED WITH

MANAGER TO REMAIN OPEN PAST NORMAL WORKING HOURS AND/OR AS NOTED IN THE TRAFFIC

ANY EXCAVATIONS WHICH ARE SPECIFICALLY APPROVED BY THE CITY OF HOPEWELL PROJECT 8.

ALIGNED AT ALL TIMES.

ZONE SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE KEPT CLEAN AND PROPERLY

ALL SIGNS, GROUP 2 CHANNELIZING DEVICES, AND ANY OTHER DEVICES USED IN THE CONSTRUCTION 7.

REQUEST SHALL BE MADE TO THE CITY OF HOPEWELL PROJECT MANAGER.)

CONTRACTOR WISHES TO PARK IN THE RIGHT-OF-WAY, AND OUTSIDE OF CLEAR ZONE, A WRITTEN

OTHERWISE PROTECTED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL. (IF

THE CLEAR ZONE SHALL BE MAINTAINED FREE OF PARKED EQUIPMENT AND STORED MATERIALS OR 6.

MODIFICATIONS TO EXISTING PAVEMENT MARKINGS.

THE CITY OF HOPEWELL PROJECT MANAGER SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY 5.

OF TRAFFIC PLANS APPROVED IN THE PROPOSAL.

PLANS MUST BE SUBMITTED WITH THE SAME LEVEL OF DETAILS AS THE APPROVED MAINTENANCE

SUBMITTED BY THE CONTRACTOR THAT DIFFER FROM THE APPROVED MAINTENANCE OF TRAFFIC

MAINTENANCE OF TRAFFIC PLANS SHOWN IN THE PROPOSAL. ANY MAINTENANCE OF TRAFFIC PLANS

BEGINNING CONSTRUCTION FOR MAINTENANCE OF TRAFFIC PLANS OTHER THAN THE APPROVED

TRAFFIC CONTROL PLAN TO THE CITY OF HOPEWELL PROJECT MANAGER FOR APPROVAL PRIOR TO

INDICATE THE GENERAL HANDLING OF TRAFFIC. THE CONTRACTOR SHALL SUBMIT A DETAILED

ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED DURING THE CONSTRUCTION, BUT ONLY TO

IT IS NOT THE INTENT OF THE TRAFFIC CONTROL FEATURES DESIGNATED ON THESE PLANS TO 4.

SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

SAFETY MEASURES. THE DAILY PLACEMENT, MAINTENANCE, AND REMOVAL OF TRAFFIC CONTROL DEVICES

THE SUGGESTED TRAFFIC CONTROL PLANS DEPICT THE MAJOR TRAFFIC CONTROL DEVICES AND 3.

2016 VDOT GUIDELINES FOR WORK ZONE TRAFFIC CONTROL FOR PEDESTRIANS & BICYCLISTS

2020 VDOT ROAD AND BRIDGE SPECIFICATIONS

2016 VDOT ROAD AND BRIDGE STANDARDS

2011 VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM) REV. 2.1, NOVEMBER 2020)

2011 VA SUPPLEMENT TO THE MUTCD

2009 USDOT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

TRAFFIC CONTROL DEVICES AND SAFETY MEASURES SHALL COMPLY WITH THE:2.

TRAFFIC PLAN'.

CONTRACTOR SHALL PLAN AND EXECUTE THE WORK IN ACCORDANCE WITH THE 'MAINTENANCE OF

UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY OF HOPEWELL PROJECT MANAGER, THE 1.

SLIDING TRAFFIC BARRIER SERVICE INTO PLACE WILL NOT BE PERMITED.

MANAGER. THE CONTRACTOR SHALL LIFT TRAFFIC BARRIER SERVICE INTO PLACE.

BARRICADES ARE TO BE COORDINATED BY THE CITY OF HOPEWELL PROJECT

PUBLIC. THE PLACEMENT AND REMOVAL OF THE TRAFFIC BARRIER SERVICE AND

REMOVED AS TO NOT PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING

SHOULD CONTRACTOR UTILIZE BARRIER SERVICE, IT SHALL BE INSTALLED AND 1.

01E_Maintenance of Traffic Notes Sheet.dgn

Plotted By: BHENDRIC11:38:53 AM

Wednesday, February 15, 2023 11:38:53 AM

SHEET NO.

1F

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

QUANTITY SUMMARY

01F_Quantity Summary Sheet.dgn

Plotted By: BHENDRIC2:44:29 PM

Thursday, March 02, 2023 02:44:29 PM

SHEET NO.

SHEET NO. DESCRIPTION STATIONS

INDEX OF SHEETS

DRAINAGE

D-1 stations, special design bridges and storm sewer systems.

The horizontal location of all drainage structures shown on these plans is approximate only, with the exception of structures showing specific

D-2 The 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 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.

horizontal location or invert elevations shown on the plans differ significantly

D-3 purposes and are based on the proposed invert elevations shown for the structure and the anticipated top (rim) elevation based on existing and the "L.F. " dimensions shown for manholes are for estimating or proposed finished grade. The actual "H" or "L.F. " dimensions are to be determined by the contractor from field conditions.

The "H" dimensions shown on plans for drop inlets and junction boxes

D-16 When CG-6 or CG-7 is specified on a radius (such as at a street inter-section), the Engineer may approve a decrease in the cross slope of the gutter to facilitate proper drainage.

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-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. of Flowable Backfill.

EROSION AND SEDIMENT CONTROL (ESC)

E-1 If the removal of Brush Silt Barrier is specified by the plans or required with Section 109 of the applicable VDOT Road and Bridge Specifications.

by the Engineer, the cost of removal and disposal of brush shall be in accordance

E-2 and Riprap shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications.

Rock for Check Dams, Inlet Protection, Erosion Control Stone

E-4 vegetation establishment.

with non-erodible materials. See the Roadside Development sheet for details on permanent

Permanent vegetation shall be established on all denuded areas not otherwise stabilized

TSF-B

E-3 The following symbols are used to depict Erosion and Sediment Control items in the plan assembly:

DD

TC-1

TDC

TC-P

RCD-1

RCD-2

Denotes Temporary Diversion Channel, St'd EC-12

Denotes Temporary Diversion Dike, St'd EC-9

Denotes Turbidity Curtain, Type - Impervious

Denotes Turbidity Curtain, Type - Pervious

Denotes Rock Check Dam, Type I; St'd EC-4

Denotes Rock Check Dam, Type II; St'd EC-4

IP-A

IP-B

Denotes Inlet Protection, Type A; St'd EC-6

Denotes Inlet Protection, Type B; St'd EC-6

EC-2, Ty. 1

EC-2, Ty. 3

EC-2, Ty. 2

Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3

Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4

EC-2, Ty. 4

EC-3, Ty. 2 EC-3, Ty. 1

EC-3, Ty. 3

Denotes Temporary Silt Fence, St'd EC-5 Type A or BTSF-A TSF-B

TSI Denotes Slope Interrupter; St'd EC-15

Denotes Temporary Check Dam, St'd EC-16TCD

Denotes Limits of Disturbance

Denotes CofferdamCD

I-16 The "underground utilities" survey data on this project has been provided by consultant and copies are available from the Department.

All pavement markings and traffic flow arrows shown on the roadway con-struction plans are schematic only. The actual location and application

I-18

VDOT Road and Bridge Specifications, MUTCD, sequence of construction/ directed by the Engineer.

traffic control plans, pavement marking plan sheets ... thru ... and as of pavement markings shall be in accordance with Section 704 of the applicable

INCIDENTALS

GENERAL NOTES

I-19

Hydraulic Design - HDR Engineering

Roadway Design - HDR Engineering

Utility Design - n/a

Utility Designation - n/a

Utility Location - Timmons Group

Survey - Timmons Group

Bridge Design - n/a

If questions or problems arise during construction, please contact the

Traffic Design - HDR Engineering Landscape Design - n/a

Area Construction Engineer. DO NOT CONTACT THE OUTSIDE SOURCES.

information on this project.

The following outside sources, under contract with VDOT, have provided

* SHEETS WITH A STRIKE THROUGH ARE NOT INCLUDED IN THIS SUBMITTAL.

NOT TO SCALE

NO. 21B

4" AGGREGATE BASE MATERIAL TYPE 1

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

S. MESA DR. 11+00.00

S. MESA DR. 11+00.00

S. MESA DR. 18+75.00

S. MESA DR. 18+75.00

to to

P-2 of the theoretical maximum density.

the design depth. The weight of the asphalt concrete is based on 95% aggregates and the asphaltic content of the mix actually used to secure

The weight will vary in accordance with the specific gravity of the

The pavement materials on this project will be paid for on a tonnage basis.

PAVEMENT

NO. 21B

6" AGGREGATE BASE MATERIAL TYPE 1

BM-25.0D

4" ASPHALT CONCRETE BASE COURSE

NOT TO SCALE

SECTION

SIDEWALK TYPICAL

SECTION

PAVEMENT TYPICAL

4" CLASS A3 HYDRAULIC CEMENT CONCRETE

2.5'2'

‚" : 1'

St'd. CG-6

Fil l S lop e2 : 1

Ma

x. 2 % & Varies

5'

Concrete

4" Hydraulic Cement

Sidewalk

Existing Lane

Full Depth Sawcut

See Inset

Pavement Section

Match Existing

Varies

Buffer4

3A

2B - 2D

2A

1F

1E

*1D(1) - 1D(2)

1C

1B

*1A

SIGNING PLAN

EROSION & SEDIMENT CONTROL SHEET

PLAN SHEET

SIDEWALK AND RAMP DETAILS SHEETS

PEDESTRIAN CROSSWALK PLANS

INDEX OF SHEETS, GENERAL NOTES, AND TYPICAL SECTIONS

QUANTITY SUMMARY SHEET

TRAFFIC NOTES SHEET

TRANSPORTATION MANAGMENT PLAN AND MAINTENANCE OF

GEOMETRY DATA & DETAIL SHEET

CONSTRUCTION ALIGNMENT DATA SHEET

SURVEY DATA SHEET

RIGHT OF WAY DATA SHEET

TITLE SHEET, LOCATION MAP

3'

TO MEET OR EXCEED THE EXISTING PAVEMENT THICKNESS

NOTE:

ASPHALT CONCRETE SURFACE COURSE

TYPE SM-9.5D @ 165 LBS. PER SQ. YD. (1.5")

02_General Notes Sheet.dgn

Plotted By: BHENDRIC4:02:25 PM

Wednesday, April 26, 2023 04:02:25 PM

SHEET NO.

2A

SCALE

10' 20'

NOTES:

PEDESTRIAN CROSSWALK PLAN

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

STA: 13+25 STA: 14+85 STA: 16+40

Denotes Proposed Concrete

Denotes Demolition of Pavement

Denotes Demolition of Curbing

Ex. R/W

Ex. R/W

Ex. R/W Ex. R/W

Ex. R/W Ex. R/W

A V

E

M

IL

S. MESA DRIVE S. MESA DRIVE S. MESA DRIVE

Denotes Proposed Asphalt

Denotes Proposed Crosswalk

Denotes Demolition of Sidewalk

AT THE END OF THE PROJECT WITH NEW FOUNDATIONS.

MAINTAINED THROUGH OUT THE PROJECT DURATION WITH TEMPORARY SIGNS. PERMANENT SIGNS SHALL BE REPLACED

EXISTING SIGNS THAT ARE REMOVED FOR CONSTRUCTION NEED TO HAVE THE SAME TRAFFIC PATTERN AND ACCESS 5.

FOR LIMITS OF SAW CUT, SEE SHEET NO. 3.4.

GUTTER (C6-6, CG-7) AND SHALL BE PAID FOR AS VDOT STANDARD CURB (CG-2, CG-3) AND CURB AND GUTTER (CG-6, CG-7).

ALL PROPOSED CURB AND CURB AND GUTTER IS SUMMARIZED AS VDOT STANDARD CURB (CG-2, CG-3) OR CURB AND 3.

ALL EXISTING CURB AND CURB AND GUTTER SHALL BE REPLACED IN-KIND TO MATCH EXISTING.2.

THE END OF THE BUFFER STRIP AND MEASURED ALONG THE FACE OF CURB.

DIMENSIONS ARE SHOWN FROM THE CENTER OF THE CG-12 LANDING TO A KNOWN OBJECT SUCH AS A DROP INLET OR 1.

02A_Handicap Ramp Details 02A.dgn

Plotted By: BHENDRIC12:06:22 PM

Wednesday, February 15, 2023 12:06:22 PM

SHEET NO.

TYPE C REQ'D.

PROP. ST'D. CG-12

TYPE C REQ'D.

PROP. ST'D. CG-12

TYPE C REQ'D.

PROP. ST'D. CG-12

TYPE C REQ'D.

PROP. ST'D. CG-12

TYPE C REQ'D.

PROP. ST'D. CG-12

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK 4" REQ'D.

CEMENT CONCRETE

PROP. HYDRAULIC

BUFFER STRIP

EDGE OF EX.

BUFFER STRIP

EDGE OF EX.

BUFFER STRIP

EDGE OF EX.

BUFFER STRIP

EDGE OF EX.BUFFER STRIP

EDGE OF EX.

BUFFER STRIP

EDGE OF EX.

SIDEWALK 4" REQ'D.

CEMENT CONCRETE

PROP. HYDRAULIC

REQ'D.

PROP. ST'D. CG-2

REQ'D.

PROP. ST'D. CG-2

POLE, SEE NOTE 5.

EXISTING STREET SIGN

POLE, SEE NOTE 5.

EXISTING STREET SIGN

9.19' 10.34' 7.00'

25.83'

FIRE HYDRANT

CENTER OF EX.

20.50'

EX. MAILBOX

CENTER OF

EX. CROSSWALK

EX. CROSSWALK

EX. CROSSWALK

PROP. CROSSWALK

PROP. CROSSWALK

12:1 Max

:1 M a x

PROP. CROSSWALK

12:1 Max

:1 M a x

12:1 Max

:1 M a x

:1 M a x

12:1 Max

12:1 Max

:1 M a x

12:1 Max

12:1 Max

:1 M a x

:1 M a x

12:1 Max

12:1 Max

:1 M a x

12:1 Max

12:1 Ma x

:1

M ax

:1 M a x

:1 M a x

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

TYPE C REQ'D.

PROP. ST'D. CG-2

2B

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

Denotes Proposed Concrete

Denotes Proposed Bottom of Curb Point

Denotes Proposed Top of Curb Point

Denotes Tie at Existing Elevation

Sidwalk / Curbing

Denotes Demolition of

SCALE

5' 10'

02B_Sidewalk and Ramp Details 02B.dgn

Plotted By: BHENDRIC12:08:20 PM

Wednesday, February 15, 2023 12:08:20 PM

SHEET NO.

S. MESA DRIVE

:1 M a x

12:1 Max

:1

M ax

:1 M a x

P216

P215

P213

P212

P210

P211

P205

P206

P203

P202

P201

P204

P207

P214

P208

P209

P217

P101

S. MESA DRIVE

:1 M a x

12:1 Max12:1 Max

P102

P105 P109

P106

P110

P107 P111 P114

P103

P112

P113

P104

P108

:1 M a x

POINT OFFSETBASELINE STATION ELEVATION

P101

P102

P104

P105

P106

P107

P108

P109

P110

P111

P112

P114

PXXX(T)

PXXX(B)

XX.XX *

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P103

P113

13+13.38

13+13.37

13+13.37

13+22.28

13+22.92

13+22.91

13+22.91

13+28.09

13+28.47

13+28.47

13+28.47

13+38.65

13+38.65

13+38.65

-31.49

-26.49

-23.96

-40.00

-31.44

-26.49

-23.99

-40.99

-31.48

-26.48

-23.98

-31.47

-26.49

-23.97

69.58 *

69.56 *

69.05 *

70.10 *

69.42

69.32

69.15

70.24 *

69.48

69.38

69.21

69.98 *

69.83 *

69.32 *

POINT OFFSETBASELINE STATION ELEVATION

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P203

P213

13+08.16

13+10.55

13+14.29

13+10.11

13+13.53

13+16.17

13+16.92

13+22.17

13+23.53

13+23.53

13+29.53

13+29.53

13+30.56

13+39.08

38.77

40.39

42.87

36.65

36.95

41.20

32.23

32.69

29.56

32.20

27.99

30.54

35.43

26.98

69.00 *

69.25 *

69.35 *

69.15

69.25

69.13

69.22

69.25

69.29

69.40 *

P201

P202

P204

P205

P206

P207

P208

P209

P211

P212

P214

S. MESA

S. MESA

S. MESA

P216

13+39.13

13+39.13

13+23.94

29.98

34.36

37.37

70.01 *

70.06 *

P215

P217

P210

69.09

69.23

69.32

69.40

69.33

HDR Engineering, Inc.

Denotes Proposed Concrete

Denotes Proposed Bottom of Curb Point

Denotes Proposed Top of Curb Point

Denotes Tie at Existing Elevation

Sidwalk / Curbing

Denotes Demolition of

SCALE

2C

02C_Sidewalk and Ramp Details 02C.dgn

Plotted By: BHENDRIC12:09:39 PM

Wednesday, February 15, 2023 12:09:39 PM

SHEET NO.

S. MESA DRIVE

:1 M a x

12:1 Max

P402

P403

P401

P406 P409 P412

P411P405 P408

P410 P404 P407

12:1 Max

S. MESA DRIVE

:1 M a x12:1 Max 12:1 Max

P301

P302 P305

P306P303

P310

P313

P312

P314

P307

P308

P304 P309

P311

:1 M a x

POINT OFFSETBASELINE STATION ELEVATION

PXXX(T)

PXXX(B)

XX.XX *

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P303

P313

14+74.00

14+74.00

14+74.00

14+80.89

14+80.87

14+8085

14+80.51

14+90.40

14+90.84

14+90.81

14+90.80

14+99.05

14+99.05

14+99.05

-30.83

-25.83

-23.28

-30.83

-25.83

-23.24

-37.62

-39.08

-30.83

-25.83

-23.19

-30.83

-25.83

-23.15

71.36 *

71.12 *

71.00 *

71.11

71.07

72.00 *

71.32

71.22

71.18

71.35 *

POINT OFFSETBASELINE STATION ELEVATION

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P403

14+76.01

14+76.01

14+76.01

14+84.01

14+84.01

14+84.01

14+89.01

14+89.01

14+89.01

14+92.01

14+97.01

14+97.02

25.07

27.93

32.55

25.06

28.01

32.51

25.06

27.99

32.49

25.05

27.95

32.45

71.10 *

71.18 *

71.18 *

71.25

71.35

71.27

71.41

71.31

72.00 *

P401

P402

P404

P405

P406

P407

P408

P409

P411

P412

P301

P302

P304

P305

P306

P307

P308

P309

P310

P311

P312

P314

71.21

71.72 *

71.91 *

71.78 *

P410

71.21

71.31

71.90 *

HDR Engineering, Inc.

Denotes Proposed Concrete

Denotes Proposed Bottom of Curb Point

Denotes Proposed Top of Curb Point

Denotes Tie at Existing Elevation

Sidwalk / Curbing

Denotes Demolition of

SCALE

2D

02D_Sidewalk and Ramp Details 02D.dgn

Plotted By: BHENDRIC11:39:18 AM

Wednesday, February 15, 2023 11:39:18 AM

SHEET NO.

S. MESA DRIVE

:1 M a x

12:1 Max 12:1 Max

P612

P611

P608

P605P601

P602 P606 P609

P604 P607 P610P603

S. MESA DRIVE

:1 M a x12:1 Max 12:1 Max

P501

P502

P503

P507

P508

P504 P509 P512

P513

P514

P506 P511

P505

P510

:1 M a x

:1 M ax

:1 M ax

POINT OFFSETBASELINE STATION ELEVATION

PXXX(T)

PXXX(B)

XX.XX *

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P503

P513

16+31.25

16+31.25

16+31.25

16+39.90

16+39.87

16+39.86

16+39.51

16+45.62

16+46.04

16+46.01

16+46.00

16+56.24

16+56.24

16+56.22

-30.57

-25.57

-22.96

-30.57

-25.57

-22.91

-36.84

-37.74

-30.57

-25.57

-22.88

-30.57

-25.57

-22.82

72.12 *

72.04 *

71.63 *

71.56

71.52

72.13 *

71.59

71.49

71.45

71.32 *

POINT OFFSETBASELINE STATION ELEVATION

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P603

16+33.20

16+33.20

16+38.18

16+41.20

16+41.20

16+41.20

16+46.20

16+46.20

16+46.20

16+54.20

16+54.20

16+54.20

27.53

32.03

25.05

25.05

27.55

32.14

25.07

27.57

32.20

25.09

27.76

32.30

71.58

71.67

71.47

71.60

71.86 *

P601

P602

P604

P605

P606

P607

P608

P609

P611

P612

P501

P502

P504

P505

P506

P507

P508

P509

P510

P511

P512

P514

71.66

72.08 *

71.95 *

71.65 *

P610

71.54

71.51

71.84 *

POINT OFFSETBASELINE STATION ELEVATION

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

S. MESA

P703

15+59.97

15+65.80

15+67.46

15+63.66

15+69.54

15+71.19

41.58

48.45

50.40

38.32

45.13

47.08

71.43 *

71.56

P701

P702

P704

P705

P706

72.12

72.18

72.28

71.59

71.35 *

72.03

71.47

71.54 *

S. MESA

S. MESA

S. MESA

S. MESA

P710

P709

P708

P707 15+57.53

15+57.53

15+62.53

15+62.53

38.72

32.27

32.25

36.88

72.16

72.21

72.40

72.44

S. MESA

S. MESA

P712

P711 15+63.85

15+67.60

46.16

42.85

71.53

72.62

P703

P706

P702

P705

P704

P701

P708

P710

P707

P709

P711

P712

H O

O L C

R O

S S

W A

L K

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K H .C .R

SCHOOL CROSSWALK

A S P

H A

L T

ASPHALT

ASPHALT

ASPHALT ASPHALT

A S P H

A L T

CO

NCRETE DRIVE

CO

NCRETE DRIVE

CONCRETE SIDEWALK

CONCRETE SIDEWALK

S C

H O

O L C

R O

S S

W A

L K

C O

N C

R E

T E S

ID

E W

A L

K

R O

D /F

B E

N T

P

IP

E /F

R O

D /F

P

IP

E /F

D

IS

K M

O N /F

C O

N T

R

T

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

H .C .R

L P L

N

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

H .C .R

STOP SIGN

FLASHING SCHOOL SIGN

CAUTION SIGN

CAUTIO

N S

IGN

STOP S

IGN

N O P

A R

K

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

C O

N C

R E

T E D

R

IV

E

O N E W

AY SIG

N

C

AU

TIO

N

SIG

N

N O

PAR

KIN

G

SIG

N

S P

E E

D L

IM

IT

S

IG

N

L P L

N

L P L

M

P P

H

L P M

N

P P

A

P P

LN

P P M

O

P P

LN

P P L

O

P P L

N

P P M

O

A T L A

N T

IC

A

V E

-50' P U B L

IC

R /W

D A

N V

IL

L E S

T

-50' P U B L

IC

R /W

M

IL

E S A

V E

-V A

R

IA

B L

E W

ID

T

H P

U B

L

IC

R /W

V

D O

T P

L A

N :U

-1

-V

, R

W

M

IL

E S A

V E

-50' P U B L

IC

R /W

P A

IN

T E D S

A N

IT

A R

Y

8" IR

O

N T

O S

C H

O O L

F O

LLO

W S

LIN

E

W

IT

H V

D O

T R /W

A C

Q U

IR

E D

" D

E A

D

10" DECIDUOUS

S H

R U

B S

S C

H O

O L C

R O

S S

IN

G S

IG

N

ONE WAY SIGN

STREET SIGN

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

O V E R G R O

W T H

P P L

N

SHRUB ROW

S C

H O

O L B

O A

R D O

F H

O P

E W

E L L

D .B

, P

G . 1

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

D .B

, P

G . 2

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

D .B

, P

G . 5

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

P .B

, P

G . 1

, 1

(P

R

IN

C E G

E O

R

U N

T Y

P .B . 1

, P

G . 1

(P

R

IN

C E G

E O

R

U N

T Y )P

A R

C E

L

ID

:1

S . M

E S

A D

R

C

IT

Y O

F H

O P

E W

E L L

IN

S

T :1

P A

R C

E L

ID

:0

N /F

R A

C H

E L V . J

O H

N S

IF

E E

S T

A T

E

IN

S T :1

P A

R C

E L

ID

:0

N /F

E B O

N

IE

R . B

Y R

A N T

IN

S T .#:190000356

P A R C E

L ID

:0150100

N /F

JO

H

N A

P R

IL B

E A S

LE

Y

IN

S T .#:130000713

P A R C E

L ID

:0150130

N /F

M A R

Y K . M

A R

IN

U S T E E

IN

S T .#:170000072

P A R C E

L ID

:0840170

C

IT

Y O

F H

O P E

W E

LL

D .B .189 P

G .533

P A R C E

L ID

:1500135

W

IT

H V

D O T R /W

A C

Q U

IR

E D

W

IT

H V

D O T R /W

A C

Q U

IR

E D

B M "C

H

IS

E L S

Q U

A R

E

N :3

.5

E :1

.2

E L .:7

.0

V D

O T P

L A

N

U -1

-V

U T

IL

IT

Y E

S M

T

V A

R

IA

B L E W

ID

T

H P

E R

M A

N E

N T

VDOT PLAN#U000-116-V02

UTILITY ESMT.

VARIABLE WIDTH PERMANENT

18" RCP

S T

O R

M M

A N

H O

L E

T O

P .1

IN

V . O

U T .3

S T

O R

M M

A N

H O

L E

T O

P .4

IN

V

. IN

.6

S T

O R

M M

A N

H O

L E

T O

P .4

IN

V

.IN

.1

21" C P P

STORM MANHOLE

TOP=68.41'

INV.OUT=63.21'

INV.IN(N)=63.31'

INV.IN(E)=63.31'

S

TO

R M M

A N

H O

LE

TO

P =69.15'

IN

V

.IN

=69.05'

IN

V .O

U T=63.75'

" C

P P

18" C P P

S

TO

R M M

A N

H O

LE

TO

P =69.59'

IN

V

.IN

=64.59'

IN

V .O

U T=64.44'

" C

P P

S

TO

R M G

TI

TO

P =68.90'

IN

V .O

U T=67.05'

15" CPP

STORM MANHOLE

TOP=69.31'

INV.IN=64.06'

INV.OUT=63.86'

"C

P P

STORM

M

ANHOLE

TOP=69.55'

INV.IN=64.35'

INV.OUT=64.25'S

T

O R

M M

A N

H O

L E

T O

P .0

IN

V .O

U T .2

15"CPP

R O

D /F

S

IN

V

.IN

.2

T O

P .4

S A

N

IT

A R

Y M

A N

H O

L E

GUTTER

CURB &

G U

T T E

R

C U

R B

68.36'

D

D

68.50'

.5

.6

.6

D

.7

68.72'

.7

.8

68.85'

.0

.0

.1

.1

D

69.17'

69.19'

.2

D

.3

.3

69.40'

.4

.4

D

69.55'

D

69.62'

.6

.6

.7

.7

.7

.7

69.80'

.8

.9

.9

D

70.14'

70.15'

D

70.19'

.2

70.26'

.3

.3

.3

.3

.4

70.50'

.5

.5

.5

70.61'

70.62'

.6

.6

.7

.7

70.74'

.7

.8

71 71

71.11'

71.15'

71.15'

.1

71.21'

.2

71.37'

71.44'

71.46'

71.51'

71.56'

.6

.6

71.67'

.6

.6

71.69'

.7

PAINTED WATER

.7

.9

72.12'

.1

72.20'

72.20'

72.21'

72.30'

72.30'

.3

.3

72.37' 72.45'

72.47'72.49'

.5

F

IB

E R O

P T

IC

M

A R

K E

R

72.61'

72.67'

.7

SCALE

25' 50'

Denotes Proposed Concrete

Denotes Demolition of Pavement

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

Denotes Demolition of Sidewalk

Denotes Demolition of Curbing

Saw Cut Concrete Sidewalk Req'd.3

Saw Cut Asphalt Concrete (Full Depth) Req'd.1

Saw Cut Curb, Gutter, & Entrance Req'd.

4 St'd. CG-2 Req'd.

St'd. CG-12, Type A Req'd.

St'd. CG-12, Type C Req'd.

5 St'd. CG-6 Req'd.

See Detail 1 (This Sheet)

CG-6 Reverse Curb Req'd.

ch8_plates.pdf - Plate 8-7 landdevelopment/files/assets/documents/pdf/pfm/ Reference - https://www.fairfaxcounty.gov/landdevelopment/sites/

SCALE: N.T.S.

DETAIL 1 - REVERSE CURB

Denotes Proposed Asphalt

EX-3-2 EX-3-3

EX-3-4

EX-3-5

EX-3-6 EX-3-7

11 12 13 14 15 16 17 18

P O

T

+0 .0

P

OT

10+00.00

P

OT

11+12 .3

P O T

+0 4.92

1 11

3 3

L S. Mesa Dr. Constr. B

L S. Mesa Dr. Constr. B

L Atlantic Ave. Constr. B

SHOWN IS APPROXIMATE.

SEPARATE PROJECT. LOCATION

TO BE INSTALLED UNDER

ROAD DIET AND BIKE LANES

BE RELOCATED.

GUY WIRES TO

OFFSET: 15.43'

STA. 11+30.17

OFFSET: 15.91'

STA. 10+94.88

TO DRAIN.

AND GRADED

WITH SOIL

BACKFILLED

WILL BE

THIS AREA

" D

E C

ID

U O

U S

:1 M ax

EX. R/W EX. R/W

EX. R/W

TYPE B REQ'D

PROP. ST'D. CG-12

4 4

SIDEWALK

CONCRETE

PROP. 4"

:1 M ax

03_Plan Sheet.dgn

Plotted By: BHENDRIC11:39:20 AM

Wednesday, February 15, 2023 11:39:20 AM

SHEET NO.

H O

O L C

R O

S S

W A

L K

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K H .C .R

SCHOOL CROSSWALK

A S P

H A

L T

ASPHALT

ASPHALT

ASPHALT ASPHALT

A S P H

A L T

CO

NCRETE DRIVE

CO

NCRETE DRIVE

CONCRETE SIDEWALK

CONCRETE SIDEWALK

S C

H O

O L C

R O

S S

W A

L K

C O

N C

R E

T E S

ID

E W

A L

K

R O

D /F

B E

N T

P

IP

E /F

R O

D /F

P

IP

E /F

D

IS

K M

O N /F

C O

N T

R

T

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

H .C .R

L P L

N

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

H .C .R

STOP SIGN

FLASHING SCHOOL SIGN

CAUTION SIGN

CAUTIO

N S

IGN

STOP S

IGN

N O P

A R

K

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

C O

N C

R E

T E D

R

IV

E

O N E W

AY SIG

N

C

AU

TIO

N

SIG

N

N O

PAR

KIN

G

SIG

N

S P

E E

D L

IM

IT

S

IG

N

L P L

N

P P

H

L P M

N

P P

A

P P

LN

P P M

O

P P

LN

P P L

O

P P L

N

P P M

O

A T L A

N T

IC

A

V E

-50' P U B L

IC

R /W

D A

N V

IL

L E S

T

-50' P U B L

IC

R /W

M

IL

E S A

V E

-V A

R

IA

B L

E W

ID

T

H P

U B

L

IC

R /W

V

D O

T P

L A

N :U

-1

-V

, R

W

M

IL

E S A

V E

-50' P U B L

IC

R /W

P A

IN

T E D S

A N

IT

A R

Y

8" IR

O

N T

O S

C H

O O L

F O

LLO

W S

LIN

E

W

IT

H V

D O

T R /W

A C

Q U

IR

E D

" D

E A

D

10" DECIDUOUS

S H

R U

B S

S C

H O

O L C

R O

S S

IN

G S

IG

N

ONE WAY SIGN

STREET SIGN

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

" D

E C

ID

U O

U S

O V E R G R O

W T H

P P L

N

SHRUB ROW

S C

H O

O L B

O A

R D O

F H

O P

E W

E L L

D .B

, P

G . 1

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

D .B

, P

G . 2

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

D .B

, P

G . 5

(P

R

IN

C E G

E O

R G

E C

O U

N T

Y

P .B

, P

G . 1

, 1

(P

R

IN

C E G

E O

R

U N

T Y

P .B . 1

, P

G . 1

(P

R

IN

C E G

E O

R

U N

T Y )P

A R

C E

L

ID

:1

S . M

E S

A D

R

C

IT

Y O

F H

O P

E W

E L L

IN

S

T :1

P A

R C

E L

ID

:0

N /F

R A

C H

E L V . J

O H

N S

IF

E E

S T

A T

E

IN

S T :1

P A

R C

E L

ID

:0

N /F

E B O

N

IE

R . B

Y R

A N T

IN

S T .#:190000356

P A R C E

L ID

:0150100

N /F

JO

H

N A

P R

IL B

E A S

LE

Y

IN

S T .#:130000713

P A R C E

L ID

:0150130

N /F

M A R

Y K . M

A R

IN

U S T E E

IN

S T .#:170000072

P A R C E

L ID

:0840170

C

IT

Y O

F H

O P E

W E

LL

D .B .189 P

G .533

P A R C E

L ID

:1500135

W

IT

H V

D O T R /W

A C

Q U

IR

E D

W

IT

H V

D O T R /W

A C

Q U

IR

E D

B M "C

H

IS

E L S

Q U

A R

E

N :3

.5

E :1

.2

E L .:7

.0

V D

O T P

L A

N

U -1

-V

U T

IL

IT

Y E

S M

T

V A

R

IA

B L E W

ID

T

H P

E R

M A

N E

N T

VDOT PLAN#U000-116-V02

UTILITY ESMT.

VARIABLE WIDTH PERMANENT

18" RCP

S T

O R

M M

A N

H O

L E

T O

P .1

IN

V . O

U T .3

S T

O R

M M

A N

H O

L E

T O

P .4

IN

V

. IN

.6

S T

O R

M M

A N

H O

L E

T O

P .4

IN

V

.IN

.1

21" C P P

STORM MANHOLE

TOP=68.41'

INV.OUT=63.21'

INV.IN(N)=63.31'

INV.IN(E)=63.31'

S

TO

R M M

A N

H O

LE

TO

P =69.15'

IN

V

.IN

=69.05'

IN

V .O

U T=63.75'

" C

P P

18" C P P

S

TO

R M M

A N

H O

LE

TO

P =69.59'

IN

V

.IN

=64.59'

IN

V .O

U T=64.44'

" C

P P

S

TO

R M G

TI

TO

P =68.90'

IN

V .O

U T=67.05'

15" CPP

STORM MANHOLE

TOP=69.31'

INV.IN=64.06'

INV.OUT=63.86'

"C

P P

STORM

M

ANHOLE

TOP=69.55'

INV.IN=64.35'

INV.OUT=64.25'S

T

O R

M M

A N

H O

L E

T O

P .0

IN

V .O

U T .2

15"CPP

R O

D /F

S

IN

V

.IN

.2

T O

P .4

S A

N

IT

A R

Y M

A N

H O

L E

GUTTER

CURB &

G U

T T E

R

C U

R B

68.36'

D

D

68.50'

.5

.6

.6

D

.7

68.72'

.7

.8

68.85'

.0

.0

.1

.1

D

69.17'

69.19'

.2

D

.3

.3

69.40'

.4

.4

D

69.55'

D

69.62'

.6

.6

.7

.7

.7

.7

69.80'

.8

.9

.9

D

70.14'

70.15'

D

70.19'

.2

70.26'

.3

.3

.3

.3

.4

70.50'

.5

.5

.5

70.61'

70.62'

.6

.6

.7

.7

70.74'

.7

.8

71 71

71.11'

71.15'

71.15'

.1

71.21'

.2

71.37'

71.44'

71.46'

71.51'

71.56'

.6

.6

71.67'

.6

.6

71.69'

.7

PAINTED WATER

.7

.9

72.12'

.1

72.20'

72.20'

72.21'

72.30'

72.30'

.3

.3

72.37' 72.45'

72.47'72.49'

.5

F

IB

E R O

P T

IC

M

A R

K E

R

72.61'

72.67'

.7

EX-3-2 EX-3-3

EX-3-4

EX-3-5

EX-3-6 EX-3-7

IP-B

IP-B

IP-B

IP-B

IP-B

IP-B

TSF-A

TSF-A

PS

PS

PS

PS

SCALE

25' 50'

ROADWAY ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

EROSION AND SEDIMENT CONTROL PLAN

SEQUENCE OF CONSTRUCTION

TSF-A TEMPORARY SILT FENCE, TYPE A

IP-B INLET PROTECTION, TYPE B

PS PERMANENT SEEDING

LEGEND

3A

E&S INSPECTOR.

EROSION AND SEDIMENT CONTROL MEASURES UPON THE APPROVAL OF

5. AFTER ALL UPSTREAM DISTURBED AREAS ARE STABILIZED, REMOVE ALL

STABILIZE AREAS AS SHOWN.

4. UPON COMPLETION OF CONSTRUCTION, USE PERMANENT SEEDING TO

MEASURES THROUGHOUT THE CONSTRUCTION.

IP-B AS SHOWN ON PLAN. MAINTAIN ALL EROSION AND SEDIMENT CONTROL

COMPLETION OF INLETS, CURBS AND GUTTERS, INSTALL INLET PROTECTION

AND PEDESTRIAN SIGNALS, AND TRAFFIC SIGNS AS SHOWN ON PLAN. UPON

3. START CONSTRUCTION OF CURB AND GUTTER, CROSSWALK, HANDICAP RAMPS,

LAND DISTURBANCE ACTIVITIES.

SEDIMENT PERIMETER CONTROLS SHALL BE ESTABLISHED PRIOR TO ANY

SEDIMENT CONTROL MEASURES AS SHOWN ON PLAN. EROSION AND

2. WITH INITIAL APPROVAL OF E&S INSPECTOR, INSTALL ALL EROSION AND

1. STAKE OUT THE LIMIT OF DISTURBANCE (LOD) AREA.

12 13 14 15 16 17 18

P O

T

+0 .0

P

OT

10+00.00

P

OT

11+12 .3

P O T

+0 4.92

L S. Mesa Dr. Constr. B

L S. Mesa Dr. Constr. B

L Atlantic Ave. Constr. B

SHOWN IS APPROXIMATE.

SEPARATE PROJECT. LOCATION

TO BE INSTALLED UNDER

ROAD DIET AND BIKE LANES

BE RELOCATED.

GUY WIRES TO

OFFSET: 15.43'

STA. 11+30.17

OFFSET: 15.91'

STA. 10+94.88

TO DRAIN.

AND GRADED

WITH SOIL

BACKFILLED

WILL BE

THIS AREA

" D

E C

ID

U O

U S

:1 M ax

EX. R/W EX. R/W

EX. R/W

TYPE B REQ'D

PROP. ST'D. CG-12

SIDEWALK

CONCRETE

PROP. 4"

:1 M ax

03a_Plan Sheet.dgn

Plotted By: BHENDRIC11:39:23 AM

Wednesday, February 15, 2023 11:39:23 AM

SHEET NO.

#-1 DRAINAGE STRUCTURE NUMBER CALLOUT

LIMIT OF DISTURBANCE (LOD)

H O

O L C

R O

S S

W A

L K

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K

CONCRETE SIDEWALK

C O

N C

R E

T E S

ID

E W

A L

K H .C .R

SCHOOL CROSSWALK

A S P

H A

L T

ASPHALT

ASPHALT

ASPHALT ASPHALT

A S P H

A L T

CO

NCRETE DRIVE

CO

NCRETE DRIVE

CONCRETE SIDEWALK

CONCRETE SIDEWALK

S C

H O

O L C

R O

S S

W A

L K

C O

N C

R E

T E S

ID

E W

A L

K

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

S. MESA DR.

-VARIABLE WIDTH PUBLIC R/W-

VDOT PLAN #:U000-116-V02, RW201

H .C .R

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

H .C .R

STOP SIGN

FLASHING SCHOOL SIGN

CAUTION SIGN

CAUTIO

N S

IGN

STOP S

IGN

N O P

A R

K

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

S C

H O

O L C

R O

S S

IN

G S

IG

N

C O

N C

R E

T E D

R

IV

E

O N E W

AY SIG

N

C

AU

TIO

N

SIG

N

N O

PAR

KIN

G

SIG

N

S P

E E

D L

IM

IT

S

IG

N

A T L A

N T

IC

A

V E

-50' P U B L

IC

R /W

D A

N V

IL

L E S

T

-50' P U B L

IC

R /W

M

IL

E S A

V E

-V A

R

IA

B L

E W

ID

T

H P

U B

L

IC

R /W

V

D O

T P

L A

N :U

-1

-V

, R

W

M

IL

E S A

V E

-50' P U B L

IC

R /W

S C

H O

O L C

R O

S S

IN

G S

IG

N

ONE WAY SIGN

STREET SIGN

S

GUTTER

CURB &

G U

T T E

R

C U

R B

D

D

D

D

D

D

D

D

D

F

IB

E R O

P T

IC

M

A R

K E

R

12 13 14 15 16 17 18

P O

T

+0 .0

P

OT

10+00.00

P

OT

11+12 .3

P O T

+0 4.92

L S. Mesa Dr. Constr. B

L S. Mesa Dr. Constr. B

L Atlantic Ave. Constr. B

" D

E C

ID

U O

U S

:1 M ax

:1 M ax

SCALE

25' 50'

TRAFFIC ENGINEER

Glen Allen, Virginia

HDR Engineering, Inc.

Denotes Proposed Pedestrian Detector Bollard

Denotes Proposed Sign Pole

1 2

Denotes Proposed Pedestrian Push Button Detector

3 Remove Existing Sign and Post with Thermal Pedestrian Detector and Push Button

Solar Powered Flashing Pedestrian Crossing Sign and Push Button

Solar Powered Flashing Pedestrian Crossing SignDenotes Integrated LED Flasher

Denotes Patterned Pedestrian Crosswalk

11' (TYP.)

11' (TYP.)

6.5' (TYP.)

6.5' (TYP.)

SIGNING PLAN

NOTES

OTHERS.

EXCEPTION OF THE CROSSWALK LINES INDICATED, WILL BE COMPLETED BY

1. ALL ROADWAY PAVEMENT MARKINGS SHOWN ON THIS PLAN, WITH THE

YELLOW-GREEN BACKGROUND.

2. ALL S1-1 AND W16-7P SIGNS TO HAVE BLACK LEGEND ON FLUORESCENT

PLACEMENT.

THE PAVEMENT MARKINGS OF THE PROPOSED CROSSWALKS, PRIOR TO

COORDINATE WITH THE SCHOOL DISTRICT TO CONFIRM THE COLORS OF

OFFICIAL COLORS OF HOPEWELL HIGH SCHOOL. CONTRACTOR SHALL

3. CROSSWALK PAVEMENT MARKING COLORS SHALL BE BLUE AND GOLD, THE

SHEET NO.

2:46:19 PM

Thursday, March 02, 2023 02:46:19 PM 04_Plan Sheet.dgn

Plotted By: BHENDRIC

PUSHBUTTON PA-2.

4. ALL PEDESTRIAN ACTUATION SHALL BE ACCESSIBLE PEDESTRIAN

X

S

X

W

P

X

S

X

W

P

X

S

X

W

P

X

S

X

W

P

X

S

X

W

P

X

S

X

W

P

T Y

P

S I

S T

T Y

P

S I

S T

T Y

P

S I

S T

T Y

P

S I

S T

T Y

P

S I

S T

T Y

P

S I

S T

TO

YIELD

CROSSWALK

WITHIN

RUBBER BASE

PORTABLE

PANEL

12"X36"

R1-6

IN-STREET PEDESTRIAN SIGN DETAIL

NOT TO SCALE

S

T A I

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

S

T A

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

T O

Y I E

L D

C R

O S

S W

A L

K

W I T

H I N

T O

Y

IE

L D

C R O S S

W A L K

W

IT

H

IN

S

T A

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

S

T A

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

T O

Y I E

L D

C R

O S

S W

A L

K

W I T

H I N

T O

Y

IE

L D

C R O S S

W A L K

W

IT

H

IN

S

T A

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

S

T A

L O

W

R U

B B

S E

R T

A B

N E

L

X

R

T O

Y I E

L D

C R

O S

S W

A L

K

W I T

H I N

T O

Y

IE

L D

C R O S S

W A L K

W

IT

H

IN

DDDDD D

DDDD

D

P.B.

P.B.

P.B. P.B.

P.B.P.B.P.B.