IFB#27-001 Little Florida Road Pedestrian Improvements Drawings Attachment.pdf

PDF 9 MB Posted Aug 19, 2026

Attached to: Little Florida Road Sidewalk IFB 27-001
Solicitation number: IFB-126773
Issued by: Williamsburg City, Portsmouth City, Virginia

About this file

Written by GovTribe AI · Aug 27, 2026

Summary

This is a construction design drawing attachment for the Little Florida Road Pedestrian Improvements project issued by the City of Poquoson, Virginia Department of Engineering. The project involves the construction of sidewalks and pedestrian improvements along Little Florida Road, extending approximately 1,100 feet from 200 feet east of Wythe Creek Road to Gay Lynn Drive. The scope includes the construction of 5-foot-wide concrete sidewalks, curb and gutter installation, pedestrian ramps with detectable warning surfaces, drainage improvements, erosion and sediment control measures, and related site work. The project is classified as Type A, Category II, with allowable work hours from 7:00 AM to 5:00 PM. The construction sequencing requires contractor coordination with property owners a minimum of 48 hours in advance, establishment of temporary traffic control devices, erosion and sediment control measures, clearing and grubbing operations, and mobilization staging areas as approved by the owner. The traffic speed limit of 35 miles per hour must be maintained during all construction phases, and full driveway access to adjacent residential and commercial properties must be preserved at all times or as directed by the engineer.

The design drawings indicate construction will occur within existing right-of-way and easement limits, with the work zone approximately 10 feet wide. The project includes typical concrete sidewalk sections at 4 inches depth, VDOT Standard CG-6 curb and gutter installation, concrete entrance pavement at 7 inches thickness, and asphalt pavement with base course materials. Proposed drainage infrastructure includes 15-inch reinforced concrete pipe (RCP) and storm sewer systems with specific invert elevations and drainage structure specifications. The horizontal location of drainage structures is approximate except for those with specific design bridges and storm sewer systems. Earthwork quantities are based on anticipated settlement and may require adjustment during construction. The contractor is responsible for all labor, materials, equipment, tools, supplies, and incidentals necessary to complete the project in accordance with Virginia Department of Transportation 2020 Road and Bridge Standards, 2016 Road and Bridge Specifications, Virginia MUTCD Version 11.0 (2026), and the Virginia Work Area Protection Manual Version 11.0. Construction plans are prepared in MicroStation format (.dgn) files and official PDF format, with the electronic PDF version serving as the official construction document for all purposes.

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Other files

File	Type	Posted
IFB 27-001 Little Florida Road Sidewalk FINAL.pdf	PDF	Aug 19, 2026
IFB 27-001 Little Florida Road Sidewalk Addendum 1.pdf	PDF	Aug 19, 2026

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DRAWN BY

APPROVED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

F C C C

F C F C

F C

C F

F CF F

C A

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C A

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CATV

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OH OH OH OH OH OH OH OH

O H

OH OH

O H

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XXXXX

X X

O H

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ADDITIONAL EASEMENTS FOR UTILITY

RELOCATIONS MAY BE REQUIRED

BEYOND THE PROPOSED RIGHT- OF-

WAY SHOWN ON THESE PLANS.

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

T/Tg

6" W

8" S

4" G

CONVENTIONAL SIGNS

TITLE SHEET1

DESCRIPTIONSHEET NO.

CONSTRUCTION ALIGNMENT DATA SHEET

TYPICAL SECTIONS

GENERAL NOTES

TITLE SHEET

INDEX OF SHEETS

3(1)

4(1)

TO: GAY LYNN DRIVE

FROM: 200FT EAST OF WYTHE CREEK ROAD

LITTLE FLORIDA ROAD PEDESTRIAN IMPROVEMENTS

H O

P K

C O

U R

O X

F O

R D

M U

S E

G A

PROJECT LIMITS

LITTLE FLORIDA ROAD

TO WYTHE CREEK RD

2B STORMWATER MANAGEMENT & DRAINAGE CALCULATIONS

REVISION DATA SHEET (NOT INCLUDED IN THIS SUBMITTAL)

S T

A . 1 +9

E G

O J E

A . 1

+4 .8

O J E

T R

A N

C E

S H

O P

N T

1C(1)

10TOTAL CROSS SECTION SHEETS ___ (SEE CROSS SECTION SHEET NUMBER XS-1 FOR INDEX OF SHEETS)

DHV

V (MPH)

D (%) (design hour)

T (%) (design hour)

See Plan and Profile Sheets for horizontal and vertical curve design speed data

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

MAJOR COLLECTOR-UNDIVIDED-LEVEL-35 MPH MIN. DES. SPEED

VA 171

LITTLE FLORIDA ROAD

11,000ADT (2024)

18,000ADT (2042)

Fr: 0.04 MILES EAST OF WYTHE CREEK ROAD. (RTE. 172)

To: GAY LYNN DRIVE

NOTES AND DETAILS

SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC

0 100' 200'

SCALE

1,800

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

SIGNATURES, ARE FILED IN THE PUBLIC WORKS PLAN LIBRARY.

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

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

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE CITY.

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE

VIRGINIA DEPARTMENT OF TRANSPORTATION'S 2020 ROAD AND BRIDGE

PLAN ASSEMBLY.

SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC

AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL

FORMAT IS STORED IN THE PUBLIC WORKS OFFICE PLAN LIBRARY,

INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL

CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC

FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY

SPECIFICATIONS, 2016 ROAD AND BRIDGE STANDARDS, VIRGINIA MUTCD,

(VERSION 11.0, 2026) AND AS AMENDED BY CONTRACT

(VERSION 11.0, 2026), VIRGINIA WORK AREA PROTECTION MANUAL

100% PLANS

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

RIGHT OF WAY OR EASEMENTS.

PERFORMED WITHIN THE EXISTING

ALL CONSTRUCTION IS TO BE

REVISED

APPROVED FOR CONSTRUCTION

DATE

LCONSTRUCTION B

LITTLE FLORIDA ROAD

CITY ENGINEER/ADMINISTRATOR

4(2) CONSTRUCTION LAYOUT PLAN STA. 105+50 to 111+50

PLAN STA. 105+50 to 111+50

DEMOLITION & EROSION AND SEDIMENT CONTEOL

PLAN & PROFILE STA. 105+50 to 111+50

PLAN STA. 100+00 to 105+50

DEMOLITION & EROSION AND SEDIMENT CONTEOL

PLAN & PROFILE STA. 100+00 to 105+50

3(2) CONSTRUCTION LAYOUT PLAN STA. 100+00 to 105+50

8 10 9 11

DATE

CITY PROJECT MANAGER

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

CONSTRUCTION ALIGNMENT DATA SHEET

PI = 109+65.45

T = 137.28'

L = 274.23'

R = 2,252.00'

108+28.17PC =

PT = 111+02.40

P O

P I

7 10

P C

9 11

P T 1+ .4

P O

T 1+ .0

Curve Little Florida Rd_1

Ending chain Little Florida Rd description

Point 57 N 3,575,554.02 E 12,098,942.25 Sta 111+50.00

Course from PT Little Florida Rd_4 to 57 N 78° 40' 40.15" E Dist 47.60

Chord Bear = N 82° 09' 58.54" E

Ahead = N 78° 40' 40.15" E

Back = N 85° 39' 16.94" E

C.C. N 3,577,752.85 E 12,098,453.45

P.T. Station 111+02.40 N 3,575,544.67 E 12,098,895.58

P.C. Station 108+28.17 N 3,575,507.32 E 12,098,624.08

Mid. Ord. = 4.17

Long Chord = 274.06

External = 4.18

Radius = 2,252.00

Length = 274.23

Tangent = 137.28

Degree = 2° 32' 39.18"

Delta = 6° 58' 36.79" (LT)

P.I. Station 109+65.45 N 3,575,517.72 E 12,098,760.97

Curve Little Florida Rd_1

Curve Data

Course from 56 to PC Little Florida Rd_4 N 85° 39' 16.94" E Dist 176.79

Point 56 N 3,575,493.93 E 12,098,447.79 Sta 106+51.38

Course from 55 to 56 S 89° 23' 41.47" E Dist 120.94

Point 55 N 3,575,495.20 E 12,098,326.86 Sta 105+30.44

Course from 54 to 55 S 88° 22' 58.95" E Dist 90.17

Point 54 N 3,575,497.75 E 12,098,236.73 Sta 104+40.27

Course from 53 to 54 S 86° 26' 48.36" E Dist 440.27

Point 53 N 3,575,525.03 E 12,097,797.30 Sta 100+00.00

Beginning chain Little Florida Rd description

LCONSTRUCTION B

LITTLE FLORIDA ROAD

SCALE

50' 100'

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

DATE

CITY PROJECT MANAGER

SHEET NO.

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

SEQUENCE OF CONSTRUCTION TRAFFIC MANAGEMENT PLAN (TMP) GENERAL NOTES

MAINTENANCE OF TRAFFIC AND SEQUENCE OF CONSTRUCTION

MAINTENANCE OF TRAFFIC NOTES & DETAILS

SEQUENCE OF CONSTRUCTION/

RELATED CONSTRUCTION FACILITIES.

COMMENCE DEMOBILIZATION INCLUDING REMOVAL OF ALL OTHER 9.

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 8.

THE VAWAPM VER. 11.0 TTC FIGURES 1.0, 5.0 AND 28.0.

CONSTRUCT SIDEWALK AND PEDESTRIAN RAMPS IN ACCORDANCE WITH 7.

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 VERSION 11.0.

ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION

ESTABLISH ALL TEMPORARY TRAFFIC CONTROL DEVICES IN 3.

MINIMUM OF 7 DAYS PRIOR TO ENTERING PROPERTY EASEMENTS.

CONTRACTOR SHALL NOTIFY PROPERTY OWNERS IN WRITING A 2.

APPROVED BY THE OWNER.

COMMENCE MOBILIZATION AND SETTING UP STAGING AREA AS 1.

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

SHALL BE MAINTAINED AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER.

ACCESS TO ADJACENT RESIDENTIAL AND COMMERCIAL PROPERTIES 9.

COMMUTER TRAFFIC.

THE TRAFFIC IN THIS AREA CONSISTS OF LOCAL AND 8.

IS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

THE SPEED LIMIT OF 35 MPH ALONG LITTLE FLORIDA ROAD 7.

APPROVED BY THE ENGINEER.

ALLOWABLE WORK HOURS WILL BE 7:00 AM TO 5:00 PM, UNLESS OTHERWISE 6.

AND PROPOSED RIGHT-OF-WAY.

WITHIN THE LIMITS OF THE EXISTING RIGHT-OF-WAY/EASEMENTS

BY THE OWNER OUTSIDE OF THE PROPOSED TRAVEL LANES AND

THE CONSTRUCTION MATERIAL LAYDOWN AREAS WILL BE PROVIDED 5.

THE SHOULDER 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 1100 3.

INCLUDES THE CONSTRUCTION OF SIDEWALKS.

VIRGINIA ON LITTLE FLORIDA ROAD. THE PROJECT SCOPE

THIS PROJECT IS LOCATED IN THE CITY OF POQUOSON, 2.

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

DATE

CITY PROJECT MANAGER

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

GENERAL NOTES

TSF-B

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

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

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

EROSION AND SEDIMENT CONTROL (ESC)

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

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

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

GRADING

The grade line denotes top of finished pavement unless shown otherwise G-1 on typical sections or plans.

G-2 Earthwork quantities on this project are based on anticipated settlement and may require adjusting during construction.

INCIDENTALS

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

G-6 as approved by the Materials Engineer.

The borrow material for this project shall be a minimum CBR 5 or

I-6 the Engineer.

Certain trees shall be preserved as noted on plans or as directed by

I-7 Where Standard slope roundoffs would damage trees, bushes or other de-sirable vegetation, they shall be omitted when so ordered by the Engineer.

I-20 copies or prints of specific layers.

Portions of this plan assembly have been CADD generated. To assist in the preparation of the bid and construction of the project, Microstation format (.dgn) files will be made available to the prime contractor during bids and after award of the contract.

The Official Electronic PDF Version of the plans will override the paper considered as part of the official plan assembly.

I-21

The MicroStation format (.dgn) files are furnished only as information for the contractor. These plans are developed in layers (levels) to aid in readability.

All electronic plan assemblies will include the construction plans in two formats:

PDF files and MicroStation format (.dgn) files. Only the PDF files will be

(See the VDOT CADD Manual for CADD Level Structure). However, the construction items may or may not be in the proper layering scheme as described in the

VDOT CADD Manual. The Microstation files will only match the scanned files if all able to read these files.

required levels are turned on. A Microstation Software license is required to be

Eradicate all existing conflicting pavement markings.I-3

G-4 The cost of removal of all existing concrete items located in the area to be graded, including, but not limited to the following, shall be included in the price bid for regular excavation: Sidewalks, Curb and Gutter, Pipes and Structures

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

Contractor 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

MOD.

I-9 of entrance.

stakeout details shown on construction layout sheets. Profile correlates to center shall be constructed in the same location as the existing entrance. Driveway

When no centerline alignment is shown for a proposed entrance, the entrance

I-19

Clark Nexsen Hydraulic Design -

Clark Nexsen Roadway Design -

TBD Utility Design -

TBD Utility Designation -

City Survey Utility Location -

City Survey Survey -

N/A Bridge Design -

Clark Nexsen Traffic Design - N/A Landscape Design -information on this project.

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

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-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 and is included in the cost of other items.

directed by the Engineer. Cost of cleaning out existing facilities is incidental

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-7 All pipe on this project shall be RCP and Singlewall Solid Drain Pipe.

For strength, sheet thickness, or class designation, available sizes, height of cover limitations and other restrictions for a particular pipe type or height of cover, see the applicable sections of the VDOT Road and Bridge Standards PC-1.

DATE

CITY PROJECT MANAGER

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

TYPICAL SECTIONS

CONSTRUCTION

LITTLE FLORIDA ROAD

EXISTING CURB AND GUTTER

CONSTRUCTION

LITTLE FLORIDA ROAD

CONSTRUCTION

LITTLE FLORIDA ROAD

EXIST. PAVE.

2.5'1'

EXIST. PAVE.

2.5'

POINT OF EXISTING GRADE

POINT OF FINISHED GRADE

SIDEWALK

FILL

SLOPE FILL

SLOP

SIDEWALK

1' 5'

E A S

E M

E N

F U

T U

A D

T . R

E A S

E M

E N

F U

T U

A D

T . R

E A S

E M

E N

F U

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A D

T . R

4'-9'

VARIES

11'

11' 8'-12'

VARIES

3'-9'

VARIES

VARIES 18.5' - 19'

VARIES 16.4' - 17.6'

VARIES

STA. 100+94.77 TO STA. 104+45.00

STA. 104+45.00 TO STA. 107+12.00

STA. 107+12.00 TO STA. 110+46.88

PROPOSED ST'D CG-6

1.5% (MAX)

2' MIN

Ex.

AND PERM SEEDING (TYP)

2" TOPSOIL TYPE B

DEPTH)

SAWCUT (FULL

FLATT

ER3 :

OR F

LATTE

R3 : 1

FILL SLOPE

3:1 OR FLATTER

AND PERM SEEDING (TYP)

2" TOPSOIL TYPE B

NOT TO SCALE

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

TYPE II

Concrete

Concrete Entrance Pavement

NOT TO SCALE

No. 21A or 21B

7" HES

4" Aggr. Base Mat'l. Ty. I

COMMERCIAL ENTRANCES

PRIVATE AND

SEE INSET A

NOT TO SCALE

2 3

INSET A

2" - SM-9.5D @ 165 Lbs. per S. Y.1

4" - Asphalt Conc. Base Course BM-25.0D

6" - Aggr. Base Mat'l. Ty. I No. 21A or 21B

CURB

R 6"

R 3"

TOP OF PAVEMENT

1'-0"

CURB WIPEDOWN DETAIL

TOP OF PAVEMENT

3"R

6"R CURB

2.0' OPENING

ASPHALT

PAVEMENT

CURB

WIPEDOWN OR

CURB CUT

8" THICK VDOT #1

STONE

NON-WOVEN

GEOTEXTILE

OF SLOPE

1.0' PAST TOE

1.0'

DATE

CITY PROJECT MANAGER

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PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

DRAINAGE CALCULATIONS

STORMWATER MANAGEMENT &

VRRM SHEET

TIME OF CONCENTRATION (TC)

EXISTING DITCH CALCULATONS

PROPOSED DITCH CALCULATONS

LD-347 (3-2)

LD-347 (EX-1)

LD-229 (10-YR)

HYDRAULIC ENGINEER

Virgini Beach, Virginia

Clark Nexsen

P K

U R

LOT 11

LOT 12

D R

E M

E N

D R

T U

R E

R O

E N

E M

E N

LOT 24

D R

T U

R E

R O

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E M

E N

7.5'' 7.5''

LITTLE FLORIDA ROAD

R/W VARIES

C A

T V

C A

T V

C A

T V

C A

T V

C A

T V

C A T V

CATV CATV

U E

UE UE

F O

XXXX

X X

20" PINE

12" MAPLE

POQUOSON SHOPPING CENTER, LLC

PARCEL 3

INSTR. #070022080

N. or F.

V E

E M

E N

D R

E M

E N

R O

E N

E M

E N

OH OH OH OH OH OH OH OH

O H

OH OH OH OH OH OH OH OH OH OH

OH OH

O H

S H

O P

N T

T R

A N

C E

X X

12" PINE

XXXXX

X X

LOT 11

WATERLINE (AS PAINTED BY OTHERS)

GASLINE (AS PAINTED BY OTHERS)

WATERLINE (AS PAINTED BY OTHERS)

O H

POQUOSON SHOPPING CENTER, LLC

PARCEL 3

INSTR. #070022080

N. or F.

XXXXX

X X

U T

U S

UTUT

UT UT

UT UT UT UT UT UT

UT UT UT UT

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

W 12" W 12" W 12" W 12" W 12"G

G G

GGGGGGGGG

G G

GASLINE (AS PAINTED BY OTHERS)

12"

A S

E x

A S

E x

A S

E x

A S

E x

A S

E x

Q U

O S

O N

Q U

O S

O N

Q U

O S

O N

Q U

O S

O N

F C C C F C

F CF

P O

P I

DRAWN BY

APPROVED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

.d g n

3/30/26 SHW

LGS

PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

Denotes New Asphalt Pavement

CONSTRUCTION NOTES#

VDOT STD CG-22.

VDOT STD CG-61.

VDOT STD CG-12, TYPE B4.

CONCRETE SIDEWALK (4")

HYDRAULIC CEMENT3.

LEGEND

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

PLANS

FINAL

ADJUST R/W MONUMENT5.

(SEE SHEET 2A FOR SECTION)

CONCRETE PAVEMENT6.

PAVEMENT 7".

TO THE COST OF CONCRETE ENTRANCE

SEALANT. PAYMENT SHALL BE INCIDENTAL

AND SEAL WITH HOT POURED ELASTOMERTIC

BE 1/2". WIDEN TOP OF GROVE TO 3/8" X 1/2"

CURB. MINIMUM CONCRETE COVER SHALL

CENTER ALONG THE FACE OF PROPOSED

BARS SHALL BE NO. 5 x 8" PLACED 1' ON

SIDES AND PROPOSED CURB. REQUIRED

INSTALL DOWELS ALONG ENTRANCE 7.

10_

P R

O P

O S

E D

E X

100+00.00 101+00.00 102+00.00 103+00.00 104+00.00 105+00.00

10_

+0.53%

+0.44% -0.04% -0.16% -0.32%

M A

A T

E E

5' Sidewalk

3 3

VERTICAL SCALE 1"=5'

5' 10'

HORIZONTAL SCALE 1"=25'

25' 50'

3-1

3-1 EX-1

INV. = 4.38'

1 ST'D 15" ES-1 REQ'D

CONSTRUCTION B

LITTLE FLORIDA ROAD

STA. 100+94.77

LITTLE FLORIDA RD BL

BEGIN CONSTRUCTION

BEGIN PROJECT

M A

A T

E E

STA. 104+45.00

LITTLE FLORIDA RD BL

BEGIN PROFILE

EXISTING GROUND

PROPOSED GRADE

Fence (By Others)

Prop. 6' Wooden

Sta. 104+45.00

Begin Proposed CG-6Sta. 104+40.26

End Existing CG-6

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

HYDRAULIC ENGINEER

Virgini Beach, Virginia

Clark Nexsen

PLAN & PROFILE STA 100+00 - 105+50

PLAN

PROFILE

STA. 100+94.77

LITTLE FLORIDA RD BL

BEGIN CONSTRUCTION

BEGIN PROJECT

5 5

BE SUMMARIZED FOR EACH CURB RAMP CUT.

EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHALL

CG-12 DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)

CURB AND/OR CURB AND GUTTER (LINEAR FEET)

SQUARE YARDS)

HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN

COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:

NOTE:

INV. IN = 4.38' INV.OUT = 4.11'

13' - 15" RCP REQ'D (4') COVER

3-1

EX-1

C P

Curb & Gutter

Tie to Existing

Curb & Gutter

Tie to Existing Curb & Gutter

Tie to Existing

Curb & Gutter

Tie to Existing

Curb & Gutter

Tie to Existing

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

(1 d g n

3/30/26 SHW

LGS

PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

DEMOLITION NOTES# DEMOLITION LEGEND

Denotes Demolition of Pavement (Flexible)

(Incidental to Cost of Regular Excavation)

Denotes Demolition of Concrete

Denotes "Remove to"

(Incidental to Cost of Regular Excavation)

Remove Existing Drainage Structure or Pipe

Clean Existing Drainage StructureUTILITY

6. DO NOT DISTURB EXIST. PRIVATE

REMOVE EXIST. DRAINAGE STRUCTURE5.

(Incidental to cost of clearing and grubbing)

REMOVE EXISTING TREE/SHRUB4.

REMOVAL OF SIDEWALK AND ENTRANCE3.

REMOVE EXISTING CURB (AND GUTTER)2.

(Incidental to Cost of Demo. of Pavement)

SAWCUT EXISTING PAVEMENT/CONCRETE1.

RELOCATE WATER METER10.

ADJUST CLEANOUT TO GRADE9.

TO GRADE

ADJUST WATER METER AND BOX8.

NOT USED7.

St'd EC-5

Denotes Temporary Filter Barrier, St'd EC-6

Denotes Inlet Protection, Type A;

Denotes Limits of DisturbanceLOD

TSF-A

IP-A

EROSION & SEDIMENT CONTROL LEGEND

PLANS

FINAL

H O

P K

U R

LOT 11

LOT 13

LOT 12

D R

E M

E N

D R

T U

R E

R O

E N

E M

E N

LOT 24

LOT 23

WYTHE CREEK PLAZA

SECTION TWO

PB 9 PG 284

D R

T U

R E

R O

E N

E M

E N

7.5'' 7.5''

LITTLE FLORIDA ROAD

R/W VARIES

C A

T V

C A

T V

C A

T V

C A

T V

C A

T V

C A

T V

C A

T V

C A

T V

C A T V

CATV CATV

CATV

U E

UE UE

U E

F O

XXXX

X X

20" PINE

12" MAPLE

POQUOSON SHOPPING CENTER, LLC

PARCEL 3

INSTR. #070022080

N. or F.

E P

E M

E N

D R

E M

E N

R O

E N

E M

E N

N. or F.

OH OH OH OH OH OH OH OH

O H

OH OH OH OH OH OH OH OH OH OH

OH OH

O H

S H

O P

N T

T R

A N

C E

X X

12" PINE

XXXXX

X X

LOT 10

LOT 11

WATERLINE (AS PAINTED BY OTHERS)

GASLINE (AS PAINTED BY OTHERS)

WATERLINE (AS PAINTED BY OTHERS)

O H

POQUOSON SHOPPING CENTER, LLC

PARCEL 3

INSTR. #070022080

POQUOSON SHOPPING CENTER, LLC

PARCEL 3

INSTR. #070022080

N. or F.

XXXXX

X X

U T

U S

UTUT

UT UT

UT UT UT UT UT UT

UT UT UT UT

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

W 12" W 12" W 12" W 12" W 12"G

G G

GGGGGGGGG

G G

GASLINE (AS PAINTED BY OTHERS)

12"

A S

E x

A S

E x

A S

E x

A S

E x

A S

E x

Q U

O S

O N

Q U

O S

O N

Q U

O S

O N

Q U

O S

O N

SCALE 1"=25'

25' 50'

3(1)

M A

A T

E E

PLAN STA 100+00 - 105+50

DEMOLITION & EROSION AND SEDIMENT CONTROL

2 2

TSF-A TSF-A

IP-A IP-A

STA. 100+94.77

LITTLE FLORIDA RD BL

BEGIN CONSTRUCTION

BEGIN PROJECT

CONSTRUCTION B

LITTLE FLORIDA ROAD

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

HYDRAULIC ENGINEER

Virgini Beach, Virginia

Clark Nexsen

To Adjust Guy As Necessary

Coordinate With Dominion Energy

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

(2 d g n

3/30/26 SHW

LGS

PEDESTRIAN IMPROVEMENTS

LITTLE FLORIDA ROAD

DEPARTMENT ENGINEERING

CITY OF POQUOSON

S. CRAWFORD

PLANS

FINAL

STA. 100+94.77

LITTLE FLORIDA RD BL

BEGIN CONSTRUCTION

BEGIN PROJECT

CONSTRUCTION B

LITTLE FLORIDA ROAD

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

PLAN STA 100+00 - 105+50

CONSTRUCTION LAYOUT

3(2)

M A

A T

E E

M A

A T

E E

CONSTRUCTION B

LITTLE FLORIDA ROAD

SCALE 1"=12.5'

12.5' 25'

M A

A T

E E

1.5%1.5% 8.0% 0.5%0.8%

1.5%4.9% 1.5%

35R '

ELEVATION ALONG SIDEWALK INDICATES FINISHED GRADE.

ELEVATION SHOWN AT CURB INDICATES FLOW LINE.

NOTE:

ME 6.89

16.37' LT

+53.91

7.18

13.61' LT

+40.92

7.98

13.61' LT

+30.92

8.00

8.61' LT

+30.92

7.20

8.61' LT

+40.92

7.62

13.60' LT

+47.87

7.70

8.60' LT

+47.87

7.56

10.83' LT

+21.35

7.58

11.33' LT

+16.267.56

10.85' LT

+06.26

7.46

10.76' LT

+98.95

7.53

5.87' LT

+00.70

7.56

5.85' LT

+06.24

7.64

5.83' LT

+16.24 7.63

5.82' LT

+21.24

7.07

9.44' LT

+06.34

6.95

14.38' LT

+01.65

7.11

14.51' LT

+12.03

7.60

14.64' LT

+22.03

7.16

9.51' LT

+12.10 7.65

9.64' LT

+22.10

6.50

9.24' LT

+39.73 6.45

9.67' LT

+35.60

6.36

14.68' LT

+35.32 6.42

14.17' LT

+40.16

ME 7.27

5.33' LT

+41.52

7.11

8.61' LT

+46.75

ME 7.30

14.61' LT

+98.84

ME 7.41

2.09' LT

+08.14

ME 6.86

19.42' LT

+98.51

ME 7.17

7.17' LT

+09.35

7.64

2.00' LT

+45.00

X.XX

XX.XX'

+XX.XX

KEY:

ELEVATION

OFFSET

STATION

LOT 13

LOT 12

DRAINAGE & UTILITY EASEMENT

LOT 1

LOT 11

D R

E M

E N

10''

LITTLE FLORIDA ROAD

R/W VARIES

O X

F O

W S

OH OH OH OH OH OH OH OH

O H O

O H

D R

E M

E N

R T L E

L E

X X

12" W

12"

XXXXX

X X

L L

D T

12"

WATERLINE (AS PAINTED BY OTHERS)

XXX

U S

UTUTUT

UTUT

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

W 12"

W 12" W

W 12"

12"

G G G G G

GASLINE (AS PAINTED BY OTHERS)

E R

G R

O U

H E

R S

GASLINE (AS PAINTED BY OTHERS)

12"

U T

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

UNDERGROUND TELEPHONE LINE(PAINTED BY OTHERS)

S S

SEWER LINE (AS PAINTED BY OTHERS)

A S

E x

A S

E x

A S

E x

W x

Q U

O S

O N

Q U

O S

O N

CITY OF POQUOSON

D O

G W

O O

F C

F CF

CF F F

P I

P C

.1 7 P

T 1+ .4

P O

T 1+ .0

PI = 109+65.45

T = 137.28'

L = 274.23'

R = 2,252.00'

108+28.17PC =

PT = 111+02.40

Curve Little Florida Rd_1

DRAWN BY

APPROVED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

.d g n

3/30/26 SHW

LGS

LITTLE FLORIDA ROAD

PEDESTRIAN IMPROVEMENTS

CITY OF POQUOSON

DEPARTMENT ENGINEERING

S. CRAWFORD

Denotes New Asphalt Pavement

CONSTRUCTION NOTES#

VDOT STD CG-22.

VDOT STD CG-61.

VDOT STD CG-12, TYPE B4.

CONCRETE SIDEWALK (4")

HYDRAULIC CEMENT3.

LEGEND

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

PLANS

FINAL

ADJUST R/W MONUMENT5.

(SEE SHEET 2A FOR SECTION)

CONCRETE PAVEMENT6.

PAVEMENT 7".

TO THE COST OF CONCRETE ENTRANCE

SEALANT. PAYMENT SHALL BE INCIDENTAL

AND SEAL WITH HOT POURED ELASTOMERTIC

BE 1/2". WIDEN TOP OF GROVE TO 3/8" X 1/2"

CURB. MINIMUM CONCRETE COVER SHALL

CENTER ALONG THE FACE OF PROPOSED

BARS SHALL BE NO. 5 x 8" PLACED 1' ON

SIDES AND PROPOSED CURB. REQUIRED

INSTALL DOWELS ALONG ENTRANCE 7.

7 10

8 10 9 11 0 11

106+00.00 107+00.00 108+00.00 109+00.00 110+00.00

-0.84% +0.32% -0.08%

3-2

3-315" RCP

4" PVC PIPE

TOP OF BANK

12" RCP

INV.= 5.04

SHRUBS

SSCO ON CONC. PAD

DI RIM=7.29

12" RCP

BRICK WALL

LITTLE FLORIDA ROAD

10_

E X

P R

O P

O S

E D

111+00.00

M A

A T

E E

M A

A T

E E

3-2

3-3 3-2

3-3

INV. = 4.79'

1 ST'D 15" ES-1 REQ'D

CONSTRUCTION B

LITTLE FLORIDA ROAD

STA. 110+46.88

LITTLE FLORIDA RD BL

END CONSTRUCTION

END PROJECT

Tie to Existing

PROPOSED GRADE

EXISTING GROUND

STA. 105+80.00

LITTLE FLORIDA RD BL

END PROFILE

Tie to Existing

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

HYDRAULIC ENGINEER

Virgini Beach, Virginia

Clark Nexsen

PLAN & PROFILE STA 105+50 - 111+50

STA. 110+46.88

LITTLE FLORIDA RD BL

END CONSTRUCTION

END PROJECT

VERTICAL SCALE 1"=5'

5' 10'

HORIZONTAL SCALE 1"=25'

25' 50'

PLAN

PROFILE

BE SUMMARIZED FOR EACH CURB RAMP CUT.

EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHALL

CG-12 DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)

CURB AND/OR CURB AND GUTTER (LINEAR FEET)

HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)

COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:

NOTE:

GRATE

ROUND

NDS 4"

AND DEBONDING MEMBRANE

INCLUDE PIPE BEDDING

4" SINGLEWALL SOLID PIPE.

INV. IN = 4.79' INV.OUT = 4.35'

54' - 15" RCP REQ'D (4') COVER

CONNECT TO EXIST. PIPE

ST'D IS-1 REQ'D.

H = 3.3' INV. = 4.35'

1 ST'D D1-1 REQ'D

1 2

Fence (By Others)

Prop. Split Rail

Fence (By Others)

Prop. 6' Wooden

5' Sidewalk

5' Sid ewalk

Curb & Gutter

Tie to Existing

Curb & Gutter

Tie to Existing o n c r e t e

D r iv e w a y

Detail)

(See Sheet 2A For

Curb Wipe Down

2A For Detail)

Down(See Sheet

Curb Wipe

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

(1 d g n

3/30/26 SHW

LGS

LITTLE FLORIDA ROAD

PEDESTRIAN IMPROVEMENTS

CITY OF POQUOSON

DEPARTMENT ENGINEERING

S. CRAWFORD

DEMOLITION NOTES# DEMOLITION LEGEND

Denotes Demolition of Pavement (Flexible)

(Incidental to Cost of Regular Excavation)

Denotes Demolition of Concrete

Denotes "Remove to"

Remove Existing Drainage Structure or Pipe

(Incidental to Cost of Regular Excavation)

Clean Existing Drainage StructureUTILITY

6. DO NOT DISTURB EXIST. PRIVATE

REMOVE EXIST. DRAINAGE STRUCTURE5.

(Incidental to cost of clearing and grubbing)

REMOVE EXISTING TREE/SHRUB4.

REMOVAL OF SIDEWALK AND ENTRANCE3.

REMOVE EXISTING CURB (AND GUTTER)2.

(Incidental to Cost of Demo. of Pavement)

SAWCUT EXISTING PAVEMENT/CONCRETE1.

RELOCATE WATER METER10.

ADJUST CLEANOUT TO GRADE9.

TO GRADE

ADJUST WATER METER AND BOX8.

NOT USED7.

St'd EC-5

Denotes Temporary Filter Barrier, St'd EC-6

Denotes Inlet Protection, Type A;

Denotes Limits of DisturbanceLOD

TSF-A

IP-A

EROSION & SEDIMENT CONTROL LEGEND

PLANS

FINAL

SCALE 1"=25'

25' 50'

4(1)

1 1

IP-A

TSF-A

PLAN STA 105+50 - 111+50

DEMOLITION & EROSION AND SEDIMENT CONTROL

CONSTRUCTION B

LITTLE FLORIDA ROAD

STA. 110+46.88

LITTLE FLORIDA RD BL

END CONSTRUCTION

END PROJECT

Protection Culvert Inlet

During Pipe Construction

Coordinate With Dominion Energy

Do Not Disturb Sign

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

HYDRAULIC ENGINEER

Virgini Beach, Virginia

Clark Nexsen

M A

A T

E E

LOT 13

LOT 12

DRAINAGE & UTILITY EASEMENT

LOT 1

LOT 2

LOT 10

LOT 11

D R

E M

E N

WYTHE CREEK PLAZASECTION ONE

PB 9 PG 143

10''

BUNTING MANOR

SECTION ONE

PB 8 PG 492

LITTLE FLORIDA ROAD

R/W VARIES

O X

F O

W S

OH OH OH OH OH OH OH OH

O H O

O H

D R

E M

E N

R T L E

L E

X X

12" W

12"

XXXXX

X X

L L

D T

12"

WATERLINE (AS PAINTED BY OTHERS)

BENCHMARK: TOP OF CURB, SOUTH SIDEDRIVEWAY APRON, LOT 9ELEV.=5.67' (NAVD 88)

XXX

U S

UTUTUT

UTUT

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

W 12"

W 12" W

W 12"

12"

G G G G G

GASLINE (AS PAINTED BY OTHERS)

E R

G R

O U

H E

R S

GASLINE (AS PAINTED BY OTHERS)

12"

U T

UNDERGROUND TELEPHONE LINE

(PAINTED BY OTHERS)

UNDERGROUND TELEPHONE LINE(PAINTED BY OTHERS)

S S

SEWER LINE (AS PAINTED BY OTHERS)

A S

E x

A S

E x

A S

E x

W x

Q U

O S

O N

Q U

O S

O N

CITY OF POQUOSON

D O

G W

O O

P I

P C

.1 7 P

T 1+ .4

P O

T 1+ .0

7 10

8 10 9 11 0 11

4" PVC PIPE

TOP OF BANK

12" RCP

INV.= 5.04

SHRUBS

SSCO ON CONC. PAD

DI RIM=7.29

12" RCP

BRICK WALL

LITTLE FLORIDA ROAD

DATE

CITY PROJECT MANAGER

SHEET NO.

\P r o j e c ts \9

-0

-L it tl e

F lo r id a

R o a d

S id e w a lk

Im p r o v e m e n t\

-C

A D \9

-0 s h e e ts \d

-0

(2 d g n

3/30/26 SHW

LGS

LITTLE FLORIDA ROAD

PEDESTRIAN IMPROVEMENTS

CITY OF POQUOSON

DEPARTMENT ENGINEERING

S. CRAWFORD

PLANS

FINAL

CONSTRUCTION B

LITTLE FLORIDA ROAD

STA. 110+46.88

LITTLE FLORIDA RD BL

END CONSTRUCTION

END PROJECT

PLAN STA 105+50 - 111+50

CONSTRUCTION LAYOUT

4(2)

SCALE 1"=12.5'

12.5' 25'

CONSTRUCTION B

LITTLE FLORIDA ROAD

M A

A T

E E

M A

A T

E E

ROADWAY ENGINEER

Virgini Beach, Virginia

Clark Nexsen

0.5% 0.5%

1.0% 0.6%

1.5%

1.5% 0.1% 0.2%

M A

A T

E E

ELEVATION ALONG SIDEWALK INDICATES FINISHED GRADE.

ELEVATION SHOWN AT CURB INDICATES FLOW LINE.

NOTE:

6.67

7.03' LT

+52.32

6.78

6.50' LT

+58.37

7.21

6.50' LT

+79.50

7.21

2.00' LT

+80.84

7.20

6.49' LT

+89.50

7.16

6.50' LT

+96.65

7.20

11.62' LT

+02.86

ME 6.41

25.53' LT

+10.14

7.28

11.62' LT

+79.50

7.27

11.60' LT

+89.50

6.68

11.50' LT

+57.95

6.59

11.96' LT

+52.74

ME 6.50

26.51' LT

+48.54

7.23

11.65' LT

+58.97

7.33

6.19' LT

+66.93

7.34

5.90' LT

+72.43

7.39

2.15' LT

+77.66

7.36

5.48' LT

+82.42

6.98

5.11' LT

+89.92 6.58

6.96' LT

+97.85

6.40

8.21' LT

+02.52 7.75

0.54' RT

+12.29

6.35

13.21' LT

+02.44

6.65

11.34' LT

+95.43 6.91

10.10' LT

+90.14

7.29

10.47' LT

+82.68

7.27

10.89' LT

+72.69

7.00

14.85' LT

+05.66

6.94

9.86' LT

+05.48

7.66

8.09' LT

+33.85

1.5%

6.78

14.70' LT

+06.86 6.75

17.61' LT

+57.05

6.67

12.61' LT

+57.05

7.42

17.41' LT

+16.53

7.31

12.41' LT

+16.49 7.18

9.37' LT

+19.81

7.25

12.28' LT

+26.54

7.20

12.21' LT

+31.57

7.22

17.06' LT

+40.57

ME 7.30

20.24' LT

+43.837.36

17.28' LT

+26.61

X.XX

XX.XX'

+XX.XX

KEY:

ELEVATION

OFFSET

STATION

6.85

9.71' LT

+06.97

1.5%

7.04

13.85' LT

+60.17

7.04

8.85' LT

+60.53

7.13

8.07' LT

+53.62

EXISTING

MATCH

0.36' LT

+53.57

EXISTING

MATCH

0.14' LT

+33.76

EXISTING

MATCH

13.09' LT

+33.91

EXISTING

MATCH

13.07' LT

+53.65

7 10

8 10

9 11 0 11

d9704-04_01

d9704-04_01g

d9704-04_01j

d9704-04_02

d9704-04_02a

d9704-04_02b

d9704-04_03

d9704-04_03(1)

d9704-04_03(2)

d9704-04_04

d9704-04_04(1)

d9704-04_04(2)

File details come from the government source that posted it. Updated Aug 27, 2026.