23-11.21_ Spotsy MS - Rt 208 Improvements _12.01.23 Bid Drawings.pdf

PDF 18 MB Posted Jan 11, 2024

Attached to: Spotsylvania Middle School Rt. 208 Road Improvements
Solicitation number: 49669
Issued by: Spotsylvania County, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

The document is a set of bid drawings for the Spotsylvania Middle School Route 208 Road Improvements project located in Spotsylvania County, Virginia. The project involves roadway improvements along Route 208 (Courthouse Road) near Spotsylvania Middle School. The bid drawings provide detailed specifications and plans for the proposed construction activities, which include pavement rehabilitation, drainage upgrades, intersection modifications, and other related infrastructure enhancements. The project is being solicited by Spotsylvania County, and bids are due on December 1, 2023.

The bid drawings do not contain information about pricing terms, set-asides, incumbents, funding requirements, or other salient financial details. The document focuses solely on the technical specifications and design elements of the proposed road improvements project.

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Other files

File	Type	Posted
23-11.21_SMS Rt 208 Road Improvements_12.01.23 Bid Project Manual.pdf	PDF	Jan 11, 2024
Addendum 002.pdf	PDF	Jan 11, 2024
ADDENDUM 001.pdf	PDF	Jan 11, 2024

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SITE

VICINITY MAP

TIMMONS GROUP

1001 BOULDERS PARKWAY, SUITE 300

RICHMOND, VA 23225

CONTACT PERSON: DILLON LYNCH, P.E.

TELEPHONE: 804.968.1638

E-MAIL: DILLON.LYNCH@TIMMONS.COM

PARCEL ZONING:

SITE AREA:

OWNER:

8801 COURTHOUSE ROAD, SPOTSYLVANIA, VA 22553

ENGINEER:

PROJECT LOCATION:

IMPERVIOUS SURFACE:

APPLICANT:

A-2

HYDROLOGIC UNIT CODE:

SCHOOL BOARD OF THE COUNTY OF SPOTSYLVANIA

8020 RIVER STONE DRIVE

FREDERICKSBURG, VA 22407

CONTACT PERSON: RUSTY DAVIS

LOCAL PHONE: 540.582.5894

FAX:

E-MAIL: RRDAVIS@SPOTSYLVANIA.K12.VA.US

SPOTSYLVANIA COUNTY SCHOOL BOARD

8020 RIVER STONE DRIVE

FREDERICKSBURG, VA 22407

CONTACT PERSON: RUSTY DAVIS

LOCAL PHONE: 540.582.5894

FAX:

E-MAIL: RRDAVIS@SPOTSYLVANIA.K12.VA.US

TAX MAP NUMBER: 47-A-140

OVERLAY DISTRICT:

SCALE 1"=2,000'

4,000'2,000'

8801 COURTHOUSE ROAD

SPOTSYLVANIA COUNTY, VIRGINIA

SITE PLAN

SPOTSYLVANIA MIDDLE SCHOOL

NONE

34.00 ACRES (ENTIRE PARCEL)

TAX MAP: 47-A-140

COURTLAND MAGISTERIAL DISTRICT

GPS TIE IN NOTE:

THE SITE PLAN SHOWN HEREON IS REFERENCED TO THE VIRGINIA COORDINATE

SYSTEM OF 1983 AS COMPUTED FROM A FIELD SURVEY WHICH TIES THIS

DEVELOPMENT BOUNDARY TO VA83-N, FROM MONUMENT "RTCM-0572". RTK GPS

OBSERVATIONS WERE PERFORMED ON 12-8-2020.

THE GRID FACTOR THAT HAS BEEN APPLIED TO THE FIELD DISTANCE TO DERIVE

THE REFERENCED COORDINATES IS 1.00006. UNLESS OTHERWISE STATED THE

PLAT DISTANCES ARE INTENDED TO BE HORIZONTAL DISTANCES MEASURED AT

THE MEAN ELEVATION OF THE DEVELOPMENT.

THE BEARINGS SHOWN ARE REFERENCED TO VCS 1983 GRID NORTH. THE FOOT

DEFINITION USED FOR CONVERSION OF THE MONUMENT COORDINATES IS THE

"U.S. SURVEY FOOT" OR 1 FT = 1200/3937 METER.

GEODETIC CONTROL MONUMENTS EXISTING OR PLACED WITHIN THE BOUNDARIES

OF THIS DEVELOPMENT SHALL NOT BE DISTURBED. THE LANDOWNER ASSUMES

THE RESPONSIBILITY FOR REPLACEMENT OF ANY DISTURBED MONUMENT.

VOTING DISTRICT: BERKELEY

HUC12 = 020801050101 VAHU6 = YO38

0.48 ACRES WITHIN DISTURBED AREA

NOTES:

∂ A VSMP PERMIT IS REQUIRED.

∂ WETLAND DELINEATION FIELD LOCATED BY TIMMONS GROUP

∂ ACCESS TO THE SITE IS OFF OF COURTHOUSE ROAD, THROUGH

THE EXISTING MIDDLE SCHOOL PARKING LOT.

1" = 2,000'

DISTURBED AREA: 0.78 ACRES

ROUTE 208 (COURTHOUSE ROAD)

IMPROVEMENTS

COVER SHEET R1.00

OVERALL PLAN R1.01

ALIGNMENT DATA AND SURVEY DATA SHEET R1.02

TYPICAL SECTIONS R2.00 - R2.01

GENERAL NOTES R2.02

DRAINAGE AREA MAPS R2.03 - R2.04

EROSION & SEDIMENT CONTROL NOTES & DETAILS R2.05 - R2.07

EROSION & SEDIMENT CONTROL R2.08 - R2.09

SOIL SURVEY MAP R2.10

ROADSIDE DEVELOPMENT SHEET R2.11

PAVEMENT MARKING AND SIGNAGE SHEET R2.12 - R2.13

TRANSPORTATION MANAGEMENT PLAN R2.14

AUTOTURN EXHIBIT R2.15

UTILITY NOTES AND DETAILS R2.16

ROADWAY PLAN R3.00

ROADWAY PROFILE R3.01

ENTRANCE SIGHT DISTANCE R3.02

INTERSECTION GRADING PLAN R3.03

ROADWAY PLAN R4.00

ROADWAY PROFILE R4.01

ENTRANCE SIGHT DISTANCE R4.02

INTERSECTION GRADING PLAN R4.03

DRAINAGE DESCRIPTIONS & STORM SEWER PROFILES R5.00

DRAINAGE CALCULATIONS R5.01 - R5.02

CROSS SECTIONS R6.00 - R6.04

LANDSCAPE PLAN L100

LANDSCAPE PLAN DETAILS L101 - L103

PLANTING PLAN L200

PLANTING DETAILS L201

ELECTRICAL SITE PHOTOMETRICS E602-1

TOTAL NUMBER OF SHEETS: 43

SHEET INDEX

ROUTE 208 (COURTHOUSE ROAD) - GS-7 URBAN COLLECTOR

25 MPH MINIMUM DESIGN SPEED

AADT (2022)

V (MPH)

Fr: 0.1 MILES NORTH OF INTERSECTION OF ROUTE 608 (MASSAPONAX CHURCH ROAD) To: 0.3 MILES NORTH OF INTERSECTION OF ROUTE 608 (MASSAPONAX CHURCH ROAD)

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

7,800

25 mph

51%

ROUTE 208 (COURTHOUSE ROAD) IS FUNCTIONALLY CLASSIFIED AS AN URBAN COLLECTOR

ROADWAY WITH A 25 MPH MINIMUM DESIGN SPEED.

SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL CURVE DESIGN SPEED.

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH

VDOT STANDARDS TC-5.11R OR AS NOTED ON PLANS.

The complete paper version of the plan assembly as awarded has been signed and sealed using wet signatures and will be the official construction plans.

Design features relating to construction or to regulation and control of traffic may be subject to change as deemed necessary by the Department.

This project is to be constructed in accordance with the 2020 VDOT Road and Bridge Specifications, 2016 VDOT Road and Bridge Standards, 2009 Manual For Uniform Traffic Control Devices (MUTCD), 2011 Virginia Supplement to the MUTCD, 2011 Virginia Work Area Protection Manual (November 1, 2020 Revision), and as amended by contract provisions and the complete paper copy of the plan assembly.

The original approved title sheet(s), including original signatures, is filed in the VDOT Central Office Plan Library. Any misuse of electronic files, including scanned signatures, is illegal and enforced to the full extent of the law.

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

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O N

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11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R1.00

C O

S H

Responsible Land Disturber Certificate:

RLD #:

Name:

RESPONSIBLE LAND DISTURBER TO BE ENGINEER OF

RECORD FOR PURPOSES OF PLAN APPROVAL ONLY.

ONCE THE PLAN HAS BEEN BID AND AWARDED, RLD

TO IMMEDIATELY BE TRANSFERRED TO

CONTRACTOR PRIOR TO ANY LAND DISTURBANCE

DILLON LYNCH

BID DOCUMENTS

11/21/2023 mailto:DILLON.LYNCH@TIMMONS.COM mailto:RRDAVIS@SPOTSYLVANIA.K12.VA.US mailto:RRDAVIS@SPOTSYLVANIA.K12.VA.US http://www.timmons.com

D 1-19

D 1-18

G 1-4

H 1-4

K1-4

K1-5

K1-1

K1-7 K1-8

K1-9

WD D

(TOTAL)

R=810.48' L=257.79' T=129.99' Χ =18°13'27"

CB=N5°37'13"W

C=256.70'

N3°29'34"E

R=910.00' L=353.67' T=179.10' Χ =22°16'04"

CB=N3°54'49"W

C=351.45'

R=448.00' L=106.59' T=53.55'

Χ =13°37'55"

CB=N19°01'16"W

C=106.34'

D1-2

D 1-1

A1-1

B1-20

B1-25

B1-24

B1-23

A1-6

A1-4

A1-5

B1-1

B1-22

B1-21

B1-20

B1-16 B1-14

B1-15

B1-13

B1-2

B1-3

B1-4

B1-5 C

1-13

B1-6

C 1-12

B1-7

B1-8 C 1-11C

1-10 B1-11

C1-9

B1-9 B1-10

C 1-8C

1-7

C 1-6

C 1-4

C 1-3C

1-2

C 1-1

B1-12

S S

4'' S A

N 4'' S

A N

8'' SAN

8'' S A

N 8'' S

A N

8'' S A

N 8'' S

A N

8'' S A

N 8'' S

A N

8'' SAN

8'' S A

N 8'' S

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9, 2022.

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40' 20'

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2) ALL U

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AS Q

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LEVEL B U

LESS O

ISE N

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3) ALL SIZES AN

TYPES O

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TAKEN

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S C

8'' SAN

4'' SAN

8'' SAN

8'' SAN 8'' SAN 8'' SAN

R=528.21' L=198.06' T=100.21' Χ =21°29'02"

CB=S14°29'56"E

C=196.90'

R=2033.39' L=144.17' T=72.12' Χ =4°03'45"

CB=S1°43'32"E

C=144.14'

R=2033.39' L=117.86' T=58.95' Χ =3°19'15"

CB=S1°57'57"W

C=117.84'

S3°37'35"W 2.32'

S3°37'35"W 15.23'

X X

EXIST. R/W

03 04

N O

PAR

KIN

FIR

E LAN

N O

PAR

KIN

FIR

E LAN

N O

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KIN

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N O

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KIN

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NO PARKING

FIRE LANE

NO PARKING FIRE LANE

NO P

ARKIN

G FI

RE LA

NO PARKING FIRE LANE

N O

G F

C FF

PROP. R/W

PROP. PERM. DRAIN. EASE.

PROP. PERM. SIGHT DIST. EASE.

PROP. PERM.

DRAIN. EASE.

PROP. PERM.

SIGHT DIST. EASE.

PROP. R/W

PROP. PERM.

SIGHT DIST. EASE.

PROP. PERM.

SIGHT DIST. EASE.

PROP. PERM.

SIGHT DIST. EASE.

C F

F F F F

F F F

3-1

15"

15"15"15"15" 15"

3-23-5

3-6

3-7

3-3

3-4

4-5 4-4

4-3 4-2 4-1

I-3

I-1

I-2

4-6

NAD 83

SCALE 1"=60'

120'60'

8905 COURTHOUSE RD

LLC

INST. #140010711

PARCEL ID NO. 47-A-141

8905 COURTHOUSE

ROAD

8903 COURTHOUSE, LLC

INST. #220000878

PLAT-D.B. 1054, PG. 796

PARCEL ID NO. 47-A-141C

8903 COURTHOUSE ROAD

KATHRYN J. HALL

INST. #220001165

INST. #220001167

INST. #220001164

PLAT-D.B. 599, PG. 708

PARCEL ID NO. 47-A-141A

8901 COURTHOUSE ROAD

HERBERT C. GALYEN, JR. & VALERIE R. GALYEN

D.B. 1912, PG. 496

PARCEL ID NO. 47-A-137

7211 MASSAPONAX CHURCH ROAD

VIOLA J. COLEMAN

COURT FILE NO. CWF16-166

D.B. 195, PG. 346

D.B. 200, PG. 195

PARCEL ID NO. 47-A-139

8701 COURTHOUSE ROAD

COUNTY OF SPOTSYLVANIA, VIRGINIA

D.B. 1251, PG. 267

PLAT FILE 4, PG. 697

PARCEL ID NO. 47-A-76A

8800 COURTHOUSE ROADSCHOOL BOARD OF THE

COUNTY OF SPOTSYLVANIA

INST. #06002674

PARCEL ID NO. 47-A-76B

8720 COURTHOUSE ROAD

ZIO

N M

ETHO

DIST CHURCH

D.B. AK, PG

. 63

D.B. SS, PG

. 544

D.B. 184, PG

. 90 (PLAT)

PARCEL ID NO

. 47-A-78

8700 CO

URTHO

USE RO

HENRY N. LUCK & DEBRA B. LUCK

INST. #020030659 (DEED)

D.B. 221, PG. 400 (PLAT)

PARCEL ID NO. 47-A-71

NO/MULTIPLE ADDRESSES8818 PROPERTIES, LLC

INST. #210009293

D.B. 221, PG. 400

PARCEL ID NO. 47-A-72

8818 COURTHOUSE ROAD

OMAR ABIFARAJ

INST. #140006438 (DEED)

INST. #220007321 (PLAT)

PARCEL ID NO. 47-A-70C

8900 COURTHOUSE ROAD

COUNTY SCHOOL BOARD OF SPOTSYLVANIA COUNTY

D.B. 228, PG. 286

D.B. 228, PG. 289

D.B. 230, PG. 35

P.B. 4, PG. 71

PARCEL ID NO. 47-A-140

8801 COURTHOUSE ROAD

COUNTY SCHOOL BOARD OF SPOTSYLVANIA COUNTY

D.B. 228, PG. 286

D.B. 228, PG. 289

D.B. 230, PG. 35

P.B. 4, PG. 71

PARCEL ID NO. 47-A-140

8801 COURTHOUSE ROAD

NOTE:

REFER TO SPOTSYLVANIA MIDDLE SCHOOL SITE

RENOVATION (ST22-0012) PLAN SHEETS FOR SITE

IMPROVEMENTS. ST22-0012 ALSO INCLUDES

CALCULATIONS RELATED TO STORMWATER

MANAGEMENT COMPLIANCE D

D R

NORTHERN

ADJACENT

DRIVEWAY

113+60.64

SOUTHERN ENTRANCE NORTHERN ENTRANCE REQUIRED SPACING PROVIDED SPACING

SOUTHERN ADJACENT DRIVEWAY 1 200' (TYPE 4 SPACING) 425'

DRIVEWAY

DRIVEWAY 1 DRIVEWAY 2 200' (TYPE 4 SPACING) 260'

DRIVEWAY 2 DRIVEWAY 3 225' (TYPE 3 SPACING) 520'

DRIVEWAY 3 NORTHERN ADJACENT 225' (TYPE 3 SPACING) 285'

DRIVEWAY

NOTE:

REFER TO SPOTSYLVANIA MIDDLE SCHOOL SITE

RENOVATION (ST22-0012) PLAN SHEETS FOR SITE

IMPROVEMENTS. ST22-0012 ALSO INCLUDES

CALCULATIONS RELATED TO STORMWATER

MANAGEMENT COMPLIANCE

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

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11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R1.01

O V

1"=60'

BID DOCUMENTS

11/21/2023

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

W G

\S he et \C

D \4

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D illo n Ly nc h

11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R1.02

G N

T D

N/A

ROUTE 208

Alignment Name: ROUTE 208 Station Range: Start: 100+00.00, End: 113+60.64 Description:

Begin ROUTE 208 N 6,755,279.7533 E 11,745,397.4499 100+00.00

Line (1) N14° 24' 02.94"W 210.633' N 6,755,483.7685 E 11,745,345.0646 102+10.63 Line (1)

Curve (1)

BC N 6,755,483.7685 E 11,745,345.0646 102+10.63

CTR N 6,755,670.2963 E 11,746,071.4993

PI N 6,755,596.8081 E 11,745,316.0392

Direction Back N14° 24' 02.94"W Radius 750.000' Delta 17°41'22"(RT) Length 231.556' Tangent 116.707' Chord Direction N5° 33' 21.69"W Distance 230.638' Direction Ahead N3° 17' 19.56"E

EC N 6,755,713.3225 E 11,745,322.7345 104+42.19

Curve (1)

Line (3) N3° 17' 19.56"E 559.996' N 6,756,272.3965 E 11,745,354.8605 110+02.19 Line (3)

Curve (2)

BC N 6,756,272.3965 E 11,745,354.8605 110+02.19

CTR N 6,756,329.7648 E 11,744,356.5074

PI N 6,756,381.8779 E 11,745,361.1516

Direction Back N3° 17' 19.56"E Radius 1,000.000' Delta 12°30'59"(LT) Length 218.451' Tangent 109.662' Chord Direction N2° 58' 09.82"W Distance 218.017' Direction Ahead N9° 13' 39.20"W

EC N 6,756,490.1207 E 11,745,343.5667 112+20.64

Curve (2)

Compound Curve

Curve (3)

BC N 6,756,490.1207 E 11,745,343.5667 112+20.64

CTR N 6,756,373.8627 E 11,744,627.9487

PI N 6,756,559.4304 E 11,745,332.3067

Direction Back N9° 13' 39.20"W Radius 725.000' Delta 11°03'50"(LT) Length 140.000' Tangent 70.218' Chord Direction N14° 45' 34.42"W Distance 139.783' Direction Ahead N20° 17' 29.64"W

EC N 6,756,625.2910 E 11,745,307.9552 113+60.64

Curve (3)

N 6,756,625.2910 E 11,745,307.9552 113+60.64 End ROUTE 208

Alignment Length: 1,360.637'

DRIVEWAY 1

Alignment Name: DRIVEWAY 1 Station Range: Start: 10+00.00, End: 11+00.00 Description:

Begin DRIVEWAY 1 N 6,755,745.5703 E 11,745,324.5875 10+00.00

Line (1) S89° 01' 48.97"E 100.000' N 6,755,743.8779 E 11,745,424.5732 11+00.00 Line (1)

N 6,755,743.8779 E 11,745,424.5732 11+00.00 End DRIVEWAY 1

Alignment Length: 100.000'

DRIVEWAY 2

Alignment Name: DRIVEWAY 2 Station Range: Start: 10+00.00, End: 11+00.00 Description:

Begin DRIVEWAY 2 N 6,755,999.9545 E 11,745,339.2048 10+00.00

Line (1) S88° 57' 37.97"E 100.000' N 6,755,998.1404 E 11,745,439.1883 11+00.00 Line (1)

N 6,755,998.1404 E 11,745,439.1883 11+00.00 End DRIVEWAY 2

Alignment Length: 100.000'

DRIVEWAY 3

Alignment Name: DRIVEWAY 3 Station Range: Start: 10+00.00, End: 11+00.00 Description:

Begin DRIVEWAY 3 N 6,756,525.9665 E 11,745,336.8136 10+00.00

Line (1) N77° 53' 22.08"E 100.000' N 6,756,546.9463 E 11,745,434.5881 11+00.00 Line (1)

N 6,756,546.9463 E 11,745,434.5881 11+00.00 End DRIVEWAY 3

Alignment Length: 100.000'

EMERGENCY ENTRANCE

Alignment Name: EMERGENCY ENTRANCE Station Range: Start: 10+00.00, End: 11+00.00 Description:

Begin EMERGENCY ENTRANCE N 6,756,191.0669 E 11,745,350.1867 10+00.00

Line (1) S88° 43' 53.98"E 100.000' N 6,756,188.8534 E 11,745,450.1622 11+00.00 Line (1)

N 6,756,188.8534 E 11,745,450.1622 11+00.00 End EMERGENCY ENTRANCE

Alignment Length: 100.000'

BID DOCUMENTS

* RATE OF SUPERELEVATION AS INDICATED ON

PLANS AND CROSS SECTIONS. CURVES TO BE

SUPERELEVATED PER TC-5.11R.

** 1' SAW CUT IN ACCORDANCE WITH VDOT WP-2.

*** SIDEWALK CROSS SLOPE VARIES FROM STA

106+75.00 TO 107+25.00. SEE CROSS SECTIONS

& GRADING PLAN.

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE UNDIVIDED)

STA. 100+65.27 TO STA. 102+10.63

NOT TO SCALE

POINT OF FINISHED GRADE

AND SUPERELEVATION

INSET B

12' +/-

3:1

EXIST. GROUND

2:1

POINT OF FINISHED GRADE

AND SUPERELEVATION

TRAVEL LANE

12'

**SAW CUT &

1' PAVEMENT TIE-IN

INSET A

VARIES 0'-12'

RIGHT TURN LANE

VDOT ST'D.

CG-6 REQ'D

VDOT ST'D.

UD-4 REQ'D

INSET B

2.5' 4' 5' 1'

PROP.

SIDEWALK

BUFFER

6% * 6% *

VARIES 0'-12'13' +/-

TRAVEL LANE

6% *6% *

STRIPED MEDIAN

3:1

EXIST. GROUND

2:1

POINT OF FINISHED GRADE

AND SUPERELEVATION

TRAVEL LANE

12'

**SAW CUT &

1' PAVEMENT TIE-IN

INSET A

VDOT ST'D.

CG-6 REQ'D

VDOT ST'D.

UD-4 REQ'D

INSET B

2.5' 4' 5' 1'

PROP.

SIDEWALK

BUFFER

2% *

12'13' +/-

TRAVEL LANE

2% *

LEFT TURN LANE

3:1

EXIST. GROUND

2:1

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE UNDIVIDED)

STA. 102+10.63 TO STA. 104+75.00

NOT TO SCALE

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE UNDIVIDED)

STA. 104+75.00 TO STA. 107+25.00

NOT TO SCALE

TRAVEL LANE

12' +/-

TRAVEL LANE

VARIES 22' -27'

5' 1'

PROP.

SIDEWALK

2%*

INSET B

INSET B LEGEND

4" CLASS A3 CONCRETE SIDEWALK

4" AGGREGATE BASE MATERIAL

(TYPE 1 NO. 21B)

NOT TO SCALE

INSET A INSET A LEGEND

2.0" ASPHALT CONCRETE SURFACE

COURSE (VDOT SM-12.5A)

4.0" ASPHALT CONCRETE BASE

COURSE (VDOT BM-25.0A)

8" AGGREGATE BASE MATERIAL

(TYPE 1 NO. 21B)

EXISTING PAVEMENT SECTION

NOT TO SCALE

MAX. 2%

MAX. 2%***

PROP.

R/W

33'

VARIES 33'-48.5'

PROP.

R/W

30'

PROP.

R/W

NOTE:

FINAL PAVEMENT DESIGN WILL BE BASED ON IN-SITU

MATERIAL AND MUST BE SUBMITTED AND APPROVED

BY THE DEPARTMENT PRIOR TO INSTALLATION OF

ANY BASE OR SUBBASE MATERIALS. PAVEMENT

SECTIONS SHOWN ON SHEETS R2.00-R2.01 SHALL

MEET OR EXCEED THE PAVEMENT SECTION IN

ROUTE 208.

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

W G

\S he et \C

D \4

-2

C -R

dw g | P lo tte d on

D illo n Ly nc h

11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R2.00

C A L

N S

N/A

BID DOCUMENTS

POINT OF FINISHED GRADE

AND SUPERELEVATION

TRAVEL LANE

13'

**SAW CUT &

1' PAVEMENT TIE-IN

INSET A

VDOT ST'D.

CG-6 REQ'D

VDOT ST'D.

UD-4 REQ'D

2.5' 4'

BUFFER

2% *

10'14' +/-

TRAVEL LANE

2% *

MEDIAN

3:1

EXIST. GROUND

2:1

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE DIVIDED)

STA. 107+25.00 TO STA. 108+67.19

NOT TO SCALE

VDOT ST'D.

CG-3 REQ'D

2%*

VDOT ST'D.

CG-3 REQ'D

VDOT ST'D.

MS-2 REQ'D

POINT OF FINISHED GRADE

AND SUPERELEVATION

TRAVEL LANE

12'

**SAW CUT &

1' PAVEMENT TIE-IN

INSET A

VDOT ST'D.

CG-6 REQ'D

VDOT ST'D.

UD-4 REQ'D

2.5' 4'

BUFFER

2% *

13' +/-

TRAVEL LANE

3:1

EXIST. GROUND

2:1

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE UNDIVIDED)

STA. 108+67.19 TO STA. 109+92.19

NOT TO SCALE

VARIES 0'-12'

STRIPED MEDIAN

2% *

POINT OF FINISHED GRADE

AND SUPERELEVATION

RIGHT TURN LANE

VARIES 0'-12'

**SAW CUT &

1' PAVEMENT TIE-IN

INSET A

VDOT ST'D.

CG-6 REQ'D

VDOT ST'D.

UD-4 REQ'D

2.5' 4'

BUFFER

2% *

13' +/-

TRAVEL LANE

3:1

EXIST. GROUND

2:1

ROUTE 208 (COURTHOUSE ROAD)

GS-7 URBAN COLLECTOR - 25 MPH DESIGN SPEED

(2-LANE UNDIVIDED)

STA. 109+92.19 TO STA. 113+11.83

NOT TO SCALE

12'

TRAVEL LANE

2%*

INSET B

INSET B LEGEND

4" CLASS A3 CONCRETE SIDEWALK

4" AGGREGATE BASE MATERIAL

(TYPE 1 NO. 21B)

NOT TO SCALE

INSET A INSET A LEGEND

2.0" ASPHALT CONCRETE SURFACE

COURSE (VDOT SM-12.5A)

4.0" ASPHALT CONCRETE BASE

COURSE (VDOT BM-25.0A)

8" AGGREGATE BASE MATERIAL

(TYPE 1 NO. 21B)

EXISTING PAVEMENT SECTION

NOT TO SCALE

30'

PROP.

R/W

30'

PROP.

R/W

30'

PROP.

R/W

* RATE OF SUPERELEVATION AS INDICATED ON

PLANS AND CROSS SECTIONS. CURVES TO BE

SUPERELEVATED PER TC-5.11R.

** 1' SAW CUT IN ACCORDANCE WITH VDOT WP-2.

*** SIDEWALK CROSS SLOPE VARIES FROM STA

106+75.00 TO 107+25.00. SEE CROSS SECTIONS

& GRADING PLAN.

NOTE:

FINAL PAVEMENT DESIGN WILL BE BASED ON IN-SITU

MATERIAL AND MUST BE SUBMITTED AND APPROVED

BY THE DEPARTMENT PRIOR TO INSTALLATION OF

ANY BASE OR SUBBASE MATERIALS. PAVEMENT

SECTIONS SHOWN ON SHEETS R2.00-R2.01 SHALL

MEET OR EXCEED THE PAVEMENT SECTION IN

ROUTE 208.

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

W G

\S he et \C

D \4

-2

C -R

dw g | P lo tte d on

D illo n Ly nc h

11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R2.01

C A L

N S

N/A

BID DOCUMENTS

1. THIS PROJECT TO BE CONSTRUCTED IN ACCORDANCE WITH THE VDOT ROAD AND

BRIDGE SPECIFICATIONS DATED 2020, ROAD AND BRIDGE STANDARDS DATED 2016,

WORK AREA PROTECTION MANUAL DATED 2015 AND AS AMENDED BY CONTRACT

PROVISIONS AND THE COMPLETE PAPER COPY OF THE PLAN ASSEMBLY.

2. CONTRACTOR SHALL CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF

EXCAVATION. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL

UNDERGROUND UTILITIES SHOWN ON PLANS IN AREA OF CONSTRUCTION PRIOR TO

STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION

IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO BE A

CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON PLAN, TO MISS THE

UTILITY CALL "MISS UTILITY" OF CENTRAL VIRGINIA: 1-800-552-7001 (TOLL FREE).

3. CONTRACTOR SHALL ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS,

AND FURNISH COPIES TO THE COUNTY AND ENGINEER.

4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY DESIGNATED COUNTY OFFICIALS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE CHIEF

INSPECTOR (748-1576) 48 HOURS PRIOR TO THE START OF WORK.

5. VERTICAL DATUM IS BASED ON MEAN SEA LEVEL (USC & GS DATUM). HORIZONTAL

CONTROLS ARE BASED ON VIRGINIA STATE PLANE COORDINATE GRID, SOUTH ZONE,

NORTH AMERICAN DATUM OF 1983 (NAD 83).

6. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED ON PLANS.

7. ALL RADII WITHIN VDOT RIGHT OF WAY ARE 15 FEET MINIMUM, UNLESS OTHERWISE

NOTED ON PLANS.

8. PERMIT TO TIE TO EXISTING ROAD SHALL BE OBTAINED BY CONTRACTOR FROM VDOT

RESIDENT ENGINEER PRIOR TO CONSTRUCTION OF ENTRANCE.

9. ANY BORROW MATERIAL SHALL HAVE A MINIMUM CBR VALUE OF TEN (10).

10. PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE, THE CONTRACTOR SHALL

HAVE AT LEAST TWO (2) CBR TESTS DONE BY A QUALIFIED GEOTECHNICAL FIRM.

RELATIVE TO THE RESULTS, THE ENGINEER MAY ALTER THE PAVEMENT DESIGN.

SUBJECT TO VDOT APPROVAL ON STATE ROADS ONLY.

11. STREET ADDRESSES ARE TO BE LOCATED WITHIN 50 FEET OF THE PAVEMENT WITH

LETTERING NOT LESS THAN TEN (10) INCHES IN HEIGHT, AND AT A HEIGHT CLEARLY

VISIBLE FROM ADJACENT DRIVEWAYS.

12. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE

CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL BE

STRICTLY COMPLIED WITH.

13. WHERE ANY EXISTING PAVEMENT (SHOULDER OR TRAVEL LANE) IS PROPOSED TO BE

MODIFIED IN ANY WAY, PROPER RECONSTRUCTION AND/OR OVERLAY SHALL BE DONE.

THIS IS TO PROVIDE A SMOOTH SURFACE WITHOUT TRANSITIONAL ROUGHNESS.

14. DEMOLITION OF EXISTING ASPHALT PAVEMENT TO BE IN ACCORDANCE WITH VDOT

SPECIFICATIONS. IN AREAS WHERE FILL IS LESS THAN 3'0", THE PAVEMENT SHALL BE

HAULED OFF-SITE. WHERE FILL IS 3'0" OR GREATER, THE PAVEMENT SHALL BE

PULVERIZED AND LEFT IN PLACE.

15. ANY SIGN IN EXCESS OF EIGHT (8) SQUARE FEET REQUIRES A PERMIT. PERMIT MUST

BE OBTAINED THROUGH BUILDING INSPECTIONS DEPARTMENT.

1. CONSTRUCTION STAKING SHALL BE DONE ONLY BY A PROFESSIONAL ENGINEER OR

LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA. THE

ENGINEER/SURVEYOR EMPLOYED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PREPARATION OF A DETAILED STAKING PLAN AND HAVING THAT PLAN REVIEWED AND

APPROVED PRIOR TO START OF WORK BY THE ENGINEER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE

PERMIT AND A VDOT LAND USE PERMIT FROM THE COUNTY AND VDOT RESPECTIVELY

PRIOR TO ORDERING MATERIALS OR COMMENCING WORK.

3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE AND POSITIVE SITE

DRAINAGE THROUGHOUT CONSTRUCTION. ANY SUBGRADE SOILS WHICH HAVE BEEN

WEAKENED DUE TO INADEQUATE DRAINAGE, SATURATION AND/OR DISTURBANCE BY

CONSTRUCTION SHALL BE UNDER-CUT AND REPLACED WITH COMPACTED

STRUCTURAL FILL AT NO ADDITIONAL COST TO THE OWNER.

4. WHENEVER THE CONTRACTOR'S OPERATIONS AFFECT VEHICULAR OR PEDESTRIAN

TRAFFIC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ANY AND ALL SAFETY CONTROL DEVICES IN ACCORDANCE WITH

THE VDOT WORK AREA PROTECTION MANUAL AND AS DEEMED NECESSARY BY VDOT

AND THE ENGINEER. THE COSTS FOR SUCH ITEMS SHALL BE INCLUDED IN THE

CONTRACTOR'S LUMP SUM BID.

5. ALL SIGNS AND MARKINGS IN CONFLICT WITH ROADWAY CONSTRUCTION SHALL BE

REMOVED AND RESET AS DIRECTED BY THE ENGINEER. ANY SIGNS AND OR MARKINGS

NOT RESET SHALL REMAIN PROPERTY OF VDOT. THE COSTS FOR SUCH ITEMS SHALL

BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BID.

6. ST'D. RM-1 RIGHT OF WAY MONUMENTS SHALL BE SET BY THE CONTRACTOR AT ALL

PROPOSED RIGHT OF WAY CORNERS OR RIGHT OF WAY BREAKS.

7. ST'D. RIGHT OF WAY FENCE SHALL BE SET BY THE CONTRACTOR ALONG ALL

PROPOSED LIMITED ACCESS RIGHT OF WAY.

8. ST'D. PM-8 AND PM-9 PLOWABLE MARKERS SHALL BE INSTALLED IN ALL APPLICABLE

LOCATIONS ALONG PROPOSED ROAD IMPROVEMENTS.

9. THE CONTRACTOR SHALL RAISE EXISTING GUARD RAIL TO MINIMUM STANDARDS

WHERE ADJACENT PAVEMENT IS OVERLAID.

10. CONTRACTOR SHALL VERIFY THAT ALL EXISTING GUARD RAIL THAT SHALL REMAIN IN

SERVICE WITHIN PROJECT LIMITS MEET CURRENT VDOT STANDARDS. CONTRACTOR

TO CONTACT VDOT TRAFFIC AND SAFETY PERSONNEL AT TIME OF CONSTRUCTION TO

REACH ADHERENCE.

11. THE CONTRACTOR SHALL ENSURE ALL PROPOSED MANHOLES LOCATED IN PAVEMENT

ARE SECURED WITH LOCK DOWN MANHOLE SECURITY COVERS.

MISCELLANEOUS NOTES

GENERAL CONSTRUCTION NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION

SUBDIVISION AND SITE CONSTRUCTION PLAN GENERAL NOTES

EXIST. FIBER OPTIC LINE

EXIST. UNDERGROUND CABLE TV LINE

PROP. DROP INLET & STRUCTURE NO.

EXIST. DROP INLET &

STRUCTURE NO.

EXIST. WATER VALVE

EXIST. SIGN

EXIST. GUY WIRE

EXIST. OVERHEAD ELECTRIC

EXIST. OVERHEAD CABLE TV LINE

EXIST. OVERHEAD TELEPHONE LINE

EXIST. ELECTRIC METER

EXIST. ELECTRICAL TRANSFORMER

EXIST. CABLE TV PEDESTAL

EXIST. SPRINKLER BOX

EXIST. UNDERGROUND TELEPHONE LINE

EXIST. TELEPHONE PEDESTAL

EXIST. GAS LINE

EXIST. GAS METER

EXIST. GAS VALVE

EXIST. UNDERGROUND ELECTRIC LINE

EXIST. UTILITY POLE

EXIST. LIGHT POLE

EXIST. WATER LINE PLUG

EXIST. FIRE HYDRANT

EXIST. WATER METER

PROP. CLEAN OUT

PROP. SANITARY MANHOLE

EXIST. TREE

EXIST. SHRUB

EXIST. TREE LINE

EXIST. CLEAN OUT

PROP. SANITARY SEWER

PROP. STORM SEWER

EXIST. STORM SEWER

EXIST. WATER LINE

WETLANDS

BENCH MARK

B-1

EXIST. PAVED DITCH

PROP. CONTOUR200

APPROX. BORING LOCATION

PROP. CLEARING LIMITS

EXIST. CONTOUR

PROP. SIGN

EXIST. SANITARY MANHOLE

EXIST. SANITARY SEWER

EXIST. C/L SWALE

WATERS OF THE U.S.

EXIST. FIBER OPTIC BOXFO

EXIST. COMMUNICATION DUCT BANK

BENCH

MARK #1

EXIST. STORM SEWER MANHOLE

PROP. STORM SEWER MANHOLE

PROPOSED WATER LINE

SEWER

STORM

WATER

MISCELLANEOUS UTILITIES

1. NOT APPLICABLE SUBDIVISIONS ONLY - THESE REQUIREMENTS WERE PREPARED IN

ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):

∂ VDOT'S 2005 SUBDIVISION STREET REQUIRMENTS (SSR)

∂ VDOT'S 2009 SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSR)

∂ VDOT'S 2011 SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSR 2011)

2. ALL WORK SHOWN HEREON SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT

STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION

(VDOT) AND COUNTY ORDINANCES.

3. IT IS THE INTENT OF THESE DRAWINGS TO SHOW ALL NECESSARY WORK. ANY ITEM OF

WORK NOT SPECIFICALLY SHOWN, BUT NECESSARY TO ELIGIBILITY FOR ACCEPTANCE

IS HEREBY IMPLIED.

4. A VDOT PERMIT MUST BE OBTAINED PRIOR TO STARTING CONSTRUCTION WITHIN ANY

STATE HIGHWAY RIGHTS-OF-WAY.

5. THE CONTRACTOR/OWNER SHALL PERFORM CBR TESTING ON THE SUBGRADE IN

ACCORDANCE WITH VDOT SPECIFICATIONS BY A CERTIFIED GEOTECHNICAL ENGINEER

TO DETERMINE BASE AND PAVEMENT DESIGNS, AND THIS INFORMATION MUST BE

FORWARDED TO VDOT AND REVIEWED PRIOR TO PLACEMENT OF AGGREGATE BASE.

6. THE CONTRACTOR/OWNER MUST SPECIFY IN WRITING TO VDOT PRIOR TO

CONSTRUCTION, THE TYPE OF SUBBASE, BASE AND SURFACE PAVEMENT TO BE

UTILIZED ON EACH STREET FOR EACH TRAFFIC GROUP.

7. THE CONTRACTOR SHALL NOTIFY VDOT 72 HOURS PRIOR TO PLACEMENT OF BASE

MATERIALS AND PRIOR TO THE PLACEMENT OF ASPHALT MATERIAL TO ENSURE VDOT'S

ABILITY TO PERFORM TESTING, SUCH AS PROOF-ROLLING, DEPTH CHECKS,

COMPACTION, AND CONTAMINATION. OPTION: A CERTIFIED ANALYSIS FROM A PRIVATE

ENGINEERING/TESTING FIRM MAY BE SUBMITTED WITHIN 7 WORKING DAYS OF THE

REQUIRED TESTS. 72 HOURS NOTICE IS STILL REQUIRED PRIOR TO EACH ACTIVITY.

8. ALL CULVERT AND DRIVEWAY PIPES SHALL BE OF A TYPE APPROVED BY VDOT AND THE

LOCALITY. NOTE THAT THE USE OF CORRUGATED METAL PIPE IN ANY LOCATION WILL

ONLY BE CONSIDERED AFTER THE REQUIREMENTS OF STANDARD PC-1, TABLES C AND

D OF THE 2016 ROAD AND BRIDGE STANDARDS ARE ADDRESSED.

9. ALL ENTRANCE PIPES FOR DRIVEWAYS SHALL BE A MINIMUM OF 12” IN DIAMETER, AND

30' IN LENGTH (CONCRETE CULVERTS MAY BE 28' IN LENGTH), UNLESS OTHERWISE

APPROVED BY VDOT. DRIVEWAY CULVERTS IN CUL-DE-SACS SHALL BE CONCRETE. SEE

APPROVED ROAD PLANS FOR THE PROPER CULVERT SIZES.

10. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE

STARTING CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY

DISCREPANCIES.

11. THE CONTRACTOR SHALL ERECT STREET SIGNS AND TRAFFIC CONTROL SIGNS AS

INDICATED ON THE SUBDIVISION CONSTRUCTION PLANS. THE SIGNS SHALL CONFORM

TO VDOT AND COUNTY SPECIFICATIONS. ALL PROPOSED SIGNS ARE TO BE INSTALLED

PER STP-1 OF THE 2016 ROAD AND BRIDGE STANDARDS . ALL PAVEMENT MARKINGS

INSTALLED WITHIN VDOT RIGHT-OF-WAY WILL BE TYPE B CLASS I THERMOPLASTIC.

12. A MINIMUM 35' PAVEMENT FILLET RADIUS IS RECOMMENDED.

13. THE CONTRACTOR SHALL DO SUCH OVERLOT GRADING AS NECESSARY TO PRECLUDE

THE PONDING OF WATER ADJACENT TO THE ROADWAY.

14. SLOPE EASEMENTS WILL BE REQUIRED AT ALL LOCATIONS WHERE THE TOP OF THE CUT

OR THE TOE OF THE FILL EXCEEDS THE PROPOSED DEDICATION OF RIGHT-OF-WAY.

SEE PLAT FOR EXACT LOCATION.

15. IF RUNNING WATER IS PRESENT IN ANY OUTLET CHANNEL DURING CONSTRUCTION

WHERE DITCH PROTECTION IS REQUIRED, THE BOTTOM OF THE CHANNEL SHALL BE

LINED WITH RIP-RAP STONE WITH EC-1 PLACEMENT. FURTHER, EC-2 OR EC-3 MUST

HAVE A MINIMUM WIDTH OF 4' IN FILL SECTIONS, AND 5' IN CUT SECTIONS.

16. THE CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND SEDIMENT

CONTROL STANDARDS ARE MET, AND THE CONTRACTOR MUST SEED AND MULCH ALL

DISTURBED AREAS ALONG WITH ALL GRADED AREAS WITHIN THE PROPOSED

RIGHT-OF-WAY IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS.

17. FINAL LOCATION OF MANHOLES, VALVES, FIRE HYDRANTS, AND OTHER

APPURTENANCES SHALL NOT CONFLICT WITH OR CONSTRICT ROADWAY DRAINAGE.

CONTRACTOR SHALL ADJUST MANHOLES AND/OR DITCH ALIGNMENT TO ENSURE

PROPER ROADSIDE DRAINAGE, COMPATIBLE WITH EXISTING FIELD CONDITIONS.

18. ALL WATER, SANITARY SEWER, AND STORM SEWER TRENCHES SHALL BE COMPACTED

TO 95% DENSITY IN 6” LAYERS. COMPACTION TESTS MAY BE REQUIRED BY VDOT.

19. VDOT WILL REQUIRE DENSITY TESTS FROM A CERTIFIED ENGINEERING FIRM FOR ALL

CULVERT INSTALLATIONS WITH A DIAMETER OF 36” OR LARGER.

20. VIDEO INSPECTION MAY BE REQUIRED ON ALL STORM SEWER SYSTEMS PRIOR TO FINAL

CONSTRUCTION APPROVAL. A VDOT INSPECTOR MUST BE ON-SITE DURING THE VIDEO

INSPECTION PROCESS.

21. THE CONTRACTOR NEEDS TO CONTACT FREDERICKSBURG DISTRICT TRAFFIC SIGNALS

AT (855) 475-2335 FOR A MARK OUT OF THE TRAFFIC SIGNAL EQUIPMENT A MINIMUM OF

72 HOURS PRIOR TO WORK BEGINNING WHEN WORKING WITHIN A 1,000 FEET OF A

TRAFFIC SIGNAL.

22. THE FINAL FOOTAGE AND LOCATION FOR VDOT STANDARD GUARDRAIL IS TO BE

ESTABLISHED PRIOR TO THE COMPLETION OF FINE GRADING BY JOINT INSPECTION

WITH THE CONTRACTOR, VDOT, AND THE OWNER'S REPRESENTATIVE. ANY GUARDRAIL

INSTALLATION, REMOVAL, OR ADJUSTMENTS MUST BE MADE BY A VDOT-CERTIFIED

GUARDRAIL CONTRACTOR.

23. WHENEVER TYING IN TO AN EXISTING ROAD, VDOT'S WP-2 STANDARD WILL APPLY,

WHICH INCLUDE MILLING AND OVERLAY OF THE ADJACENT TRAVEL LANE.

24. A PAVEMENT LEVELING COURSE MAY BE REQUIRED TO MEET THE INTENDED

CROSS-SLOPE AND TYPICAL SECTION.

25. ALL STORM STRUCTURES SHALL HAVE IS-1 INVERT SHAPING, AND SL-1'S (SAFETY

LANDINGS) WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OVER 12'. ST-1'S

(STEPS) ARE REQUIRED IN ANY STRUCTURE WITH A DEPTH OF 4' OR GREATER

5' 5'

DETAIL A

See Detail A

Radius = Variable ( To Be Field Set )

S/ O S/ O

BASELINE

( Use with Curbs and/or Curb & Gutters )

TYPICAL

STRAIGHT - LINE TAPER LANE

= Variable 2° - 11°

T - See plans for Length of T.

S/O - See plans for Stations and Offsets.

PRIVATE AND COMMERCIAL ENTRANCES

Aggr. 25 or 26

Asphalt Commercial

TYPE II

Concrete

Concrete Entrance Pavement

TYPE III

Asphalt

NOT TO SCALE

Crusher Run Aggr.

The type of entrance (I , II , III , IV) to be constructed will be determined by the existing condition at the time of construction.

TYPE IV

TYPE I

No. 21B

6" Crusher Run

7" HES

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

Asphalt Conc. Type SM-12.5D @ 220 Lbs. per S. Y.

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

Asphalt Conc. Type SM-12.5D @ 165 Lbs. per S. Y.

4" Asphalt Conc. Base Course

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

BM-25.0

1 ASPHALT CONC. OVERLAY TY. SM-12.5A

(2.0" MIN. DEPTH REQ'D.)

2 VAR. DEPTH BM-25.0A ASPHALT LEVELING

COURSE (REMAINDER IF NECESSARY)

PAVEMENT BUILD-UP

WITH OVERLAY

EXIST. PAVEMENT

VARIABLE DEPTH ASPHALT PLANING TO ACHIEVE A MIN.

ASPHALT CONC. SURFACE COURSE APPLICATION DEPTH

2" MIN.

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

W G

\S he et \C

D \4

-2

C -R

.d w g | P lo tte d on

D illo n Ly nc h

11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

CONSTRUCTION

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

R2.02

A L

N O

N/A

BID DOCUMENTS

W W W W W

W W

UFO

UFO UFO UFO

UFO

UFO UFO UFO

UFO

W W

W U

U N

ABLE TO

ATE

U /G

ATER

SER

VIC

E IN

IS AR

ASPH

ALT

TI (2.5'X2.5')

P=302.12'

V.IN

=299.12'

V.O U

T=299.05'

C O

N C

ETE

SID

ALK

ASPH

ALT

ASPH

ALT

ASPH

ALT

ASPH

ALT

ASPH

ALT

P=299.08'

V.O

U T=296.06'

D R

AIN

E M .H

P=302.34'

V.IN

=298.27' (SW

V.IN

=298.28' (N

V.O

U T=298.27'

V.=300.37'

(FLAR

) 15" CM

8' C H

AIN

LIN

K FEN

P.P. #VG

P.P. #W G

6' C H

AIN

LIN

K FEN

FEN

E G

ATE

6' C H

AIN

LIN

K FEN

E C

O N

C R

ETE

SID

ALK

H .C

. R

P H

AIL

E O F

C O

N C

. G O

ES U

D R

AIL

ASPH

ALT

ALL

D R

AIL

YELLO

PAIN

T STR

IPE

G R

AVEL

ATO

P=302.72'

V.O

U T=301.44

HOPPER

R O

K PILE

8' C H

AIN

LIN

K FEN

ETAL

AILER

W O

O D

F.F.E.=306.70'

6' C H

AIN

LIN

K FEN

H .C

. R

YELLO

PAIN

TED

SPAC

FEN

E G

ATE

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

12" CPP

V.=313.03'

V.=312.88'

ASPH

ALT

P.P. #80.5

P.P. #81

P.P. #VE97

ATO

C O

M M

U N

ATIO

PAN

ELS

C O

N C

ETE D

ITC

C O

N C

ETE D

ITC

(BU

IED

24" CMPIN

V.=296.82'

24" CMP

362.95'

R=810.48' L=257.79' T=129.99' Χ =18°13'27"

CB=N5°37'13"W

C=256.70'

N3°29'34"E

F.F.E.=314.27'

TI (1.5'X1.5')

P=313.14'

V.IN

=312.52' (4"PVC

V.O

U T=312.05' (8" M

ETAL)

APPR

X. PIPE

TIO

O N

W O

O D

W O

O D

S W

O O

D S

P.P. #83

P.P. #82

ASPH

ALT

G U

AIL

ALL

G U

AIL

ALL

YELLO

W H

ITE

PAIN

T STR

IPE

F.F.E.=314.08'

P=314.00'

C /L C

BER

=313.93'

(FU

LL O

F D

EBR

IS)

1-STO

R Y

K & M

ETAL

ILD

ASPH

ALT

SAN

ITAR

Y SEW

M .H

P=302.92'

V.IN

=297.10'

V.O U

T=297.10'

STEEL

4" STEEL

APPR

X. PIPE

TIO

O N

4" STEEL

8'' SAN

8'' S A

N 8'' S

A N

8'' S A

N 8'' S

A N

8'' S A

30' PR

ESC

IPTIVE EASEM

P.B. 4, PG

. 71

30'

15'

COURTHOUSE ROAD~STATE ROUTE 208

30' PRESCRIPTIVE R/W (PUBLIC)

P.B. 4, PG. 71

#19-C P R

O D

& C

N :6755900.41

E:11745298.57

EL.=311.35'

C O

N C

ETE

FEN

E G

ATE

G P

UGP

UGT

UTL

UGT

U G

UGT

UGT UGT

UGT

IEOIEO

IEO

EOI

U /G

PAN

U /G

O M

U /G

O M

U /G

U N

W N

SIG

AL C

N D

U C

U /G

U N

W N

SIG

AL C

N D

U C

U /G

O M

U /G

U N

W N

SIG

AL C

N D

U C

(PO

SSIBLE W

ATER

SEW

M O

D U

LAR

ILD

U /G

ATER

EAK IN

EA).

U /G

TELEPH

E (PO

SS VZN

U /G

ATER

- 12" D I

(SPO

TSYLVAN

O U

TY)

U /G

ATER

- 12" D I

(SPO

TSYLVAN

O U

TY)

U /G

TELEPH

N E

U /G

FIBER

O M

(PO

SS. C

O U

TY C

O M

M U

ATIO

LIN

ES)

UGP

U G

P U

G P

U G

U /G

FIBER

O M

(PO

SS. C

U N

TY C

M M

U N

ATIO

LIN

ES)

U /G

FIBER

O M

(PO

SS. C

O U

TY C

O M

M U

ATIO

LIN

ES)

U /G

TELEPH

N E

U /G

ATER

- 12" D I

(SPO

TSYLVAN

O U

TY)

U /G

TELEPH

N E

U G

P U

G P

U G

UGP

-D

ATR

UGP

EOI

U /G

FIBER

IS AR

EA.

(U N

ABLE TO

FIELD

ATE & N

PLAN

AVAILABLE)

U /G

FIBER

IS AR

EA.

(U N

ABLE TO

FIELD

ATE & N

PLAN

AVAILABLE)

U /G

FIBER

IS AR

EA.

(U N

ABLE TO

FIELD

ATE & N

PLAN

AVAILABLE)

U N

ABLE TO

PEN

VER

IFY # O

F &

TIO

N O

F LIN

ES.

COUNTY OF SPOTSYLVANIA, VIRGINIA

D.B. 1251, PG. 267

PLAT FILE 4, PG. 697

PARCEL ID NO. 47-A-76A

8800 COURTHOUSE ROAD

O O

O F

C O

U N

R C

N O

. 4 7-

A-

O U

4' C H

AIN

LIN

K FEN

SAN

ITAR

Y SEW

M .H

SAN

ITAR

Y SEW

M .H

P=316.93'

V. (N )=307.70'

V. (S)=307.76'

SAN

ITAR

Y SEW

M .H

P=311.95'

V. (N )=305.38'

V. (S)=305.57'

8'' SAN

C O

N C

ASPH

ALT

K SIG

ASPH

ALT

PVC

C /L D

ITC

O R

IAL STO

1 STO

ILD

F.F.E.=316.94'

K W

/STAIR

R O

O F O

VER

ISTO

AL SIG

24' PU

BLIC

ESS ESM

ST. #090005240

S73°04'06"W 298.10'

15' PU

BLIC

ATER

LIN

E ESM

ST. #090005240

58 " IR

(O N

LIN

P.P. #VF708" C

EPE M

TLE

10" M

N O

LIA

15" M

N O

LIA

P.P. #VF50

ISTO

AL W

ELL

UCATV

U G

UFO

UFO UFO UFO

UFO

U G

UGT

UGT UGT

UGT

UGT UGT

U /G

O M

U /G

C O

M M

FIBER

O M

AST)U

/G C

O M

(VER

IZO

U /G

C O

M M

FIBER

N K O

W N

U /G

ATV

(C O

M C

AST)

U /G

C O

M M

(VER

IZO

U /G

C O

M M

FIBER

N K O

W N

U /G

C O

M M

(VER

IZO

U /G

ATER

(SPO

TSYLVAN

IA C

EOI

O H

OHU

X X

OHU

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU

O H

U O

H U

COUNTY SCHOOL BOARD OF SPOTSYLVANIA COUNTY

D.B. 228, PG. 286

D.B. 228, PG. 289

D.B. 230, PG. 35

P.B. 4, PG. 71

PARCEL ID NO. 47-A-140

8801 COURTHOUSE ROAD

COURTHOUSE ROAD~STATE ROUTE 208

30' PRESCRIPTIVE R/W (PUBLIC)

P.B. 4, PG. 71

EXIST. VAR. WIDTH

USE EASEMENT

D.B. 376, PG. 309

EXIST. VAR. WIDTH

C&P ESMT.

D.B. 899, PG. 836

EXIST. 30'x30'

C&P ESMT.

D.B. 1194, PG. 520

APPROX. LOCATION

UNSPECIFIED WIDTH

VEPCO EASEMENT

D.B. 159, PG. 158

EXIST. 12'

C&P EASEMENT

D.B. 265, PG. 489

APPROX. LOCATION

UNSPECIFIED WIDTH

VEPCO EASEMENT

D.B. 240, PG. 186

NAD 83

SCALE 1"=25'

50'25'

N O

PAR

KIN

FIR

E LAN

N O

PAR

KIN

FIR

E LAN

N14° 24' 02.94"W

N3° 17' 19.56"E

BEGIN CONSTR.

STA. 100+65.27

Χ = 17°41'22" R = 750.00 T = 116.71 L = 231.56 C = 230.64

PC = 102+10.63

PI = 103+27.34

PT = 104+42.19

E = 6.0% Lt = 59 Lr = 175

V = 35 MPH

ROUTE 208

CURVE

CLROUTE 208 CONSTR.

C F

F F

3-1

15"

3-23-5

3-6

3-7

3-3

3-4

I-3

I-1

I-2

0.85

0.20 Ac.

0.90

0.45 Ac.

B15

0.85

0.27 Ac.

0.90

0.12 Ac.

B13

0.50

0.02 Ac.

0.60

0.90 Ac.

B14

0.85

0.02 Ac.

B10

0.30

0.54 Ac.

0.50

0.15 Ac.

B12

EX-3-1

EX-3-2

5 30

8 299

296297298299

301302

306307308309 311312313314

312313

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

Th es e pl an s an d as so ci at ed d oc um en ts a re th e ex cl us iv e pr op er ty o f T

M O

N S

G R

O U

P an d m ay n ot b e re pr od uc ed in w ho le o r i n pa rt an d sh al l n ot b e us ed fo r a ny p ur po se w ha ts oe ve r, in cl us iv e, b ut n ot lim ite d to c on st ru ct io n, b id di ng

, a nd

/o r c on st ru ct io n st ak in g w ith ou t t he e xp re ss w rit te n co ns en t o f T

O N

S G

R O

U P.

B ou ld er s Pa rk wa y, S ui te

R ich m on d, V A

.1 w ww

.ti m m on s.

co m

-S po ts yl va ni a_ M

S\ D

W G

\S he et \C

D \4

-2

C -R

dw g | P lo tte d on

D illo n Ly nc h

11/15/2023

V A N

R O

I M

C O

U R

A N

D D

V A N

O U

49323

D. LYNCH

B. COPELAND

APPROVAL BLOCK

Agent, Spotsylvania County Planning Date

Building Office Date

Virginia Department of Transportation Date

Fire Marshall Date

Utilities Date

Chesapeake Bay Date

Health Department Date

GIS Department Date

STATE PROJECT #: 8837-00-101

D S

U B M

C O

U N

O M

11/15/2023 Lic. No. 059478

DILLON F. LYNCH

D S

U B M

C O

U N

O M

T S U

B M

H S

U B M

V D

O T

C O

M M

C H

R 2.

R2.03

D R A

A G

E A R

M A P

1"=25'

BID DOCUMENTS

W W W W W W

W W W

W W

W W W W W W W W

UFO UFO UFO UFO UFO

UFO

W W

WWW

W W

COUNTY SCHOOL BOARD OF SPOTSYLVANIA COUNTY

D.B. 228, PG. 286

D.B. 228, PG. 289

D.B. 230, PG. 35

P.B. 4, PG. 71

PARCEL ID NO. 47-A-140

8801 COURTHOUSE ROAD

2" IPF

W O

O D

4' C H

AIN

LIN

K FEN

E 4' C

AIN

LIN

K FEN

C E

4' C H

AIN

LIN

K FEN

E WOODS

P.P. #W I96

P.P. #87

"A"-SPIKE IN

P.P. #87

EL.=311.13'

10" C

ASPHALT

E O F

C O

N C

ETE W

ALL

V.=304.35'

V.=303.88'

V.=303.61'

" R

TI (2.5'X2.5')

ASPH

ALT

F.F.E.=303.67'

G D

O C

D R

AIL

F.F.E.=306.41' F.F.E.=306.49'

F.F.E.=306.44'

F.F.E.=306.42'

F.F.E.=306.45' F.F.E.=306.43'

F.F.E.=306.42'

ATO

ASPHALT

24" D

O U

12" D

O U

24" D

O U

D R

AIN

E M .H

P=303.65'

V.IN

=300.18'

V.O

U T=300.13'

18" D

O U

36" D

O U

36" D

O U

15" D

O U

D R

AIN

E M .H

P=303.92'

V.IN

=301.35'

V.O

U T=301.18'

SAN

ITAR

Y SEW

M .H

P=304.44'

V.IN

=296.49' (N E)

V.IN

=295.94' (SE)

V.O U

T=295.89'

SAN

ITAR

Y SEW

M .H

P=304.80'

V.IN

=299.78'

V.O

U T=299.76'

C R

APE M

TLE

C R

APE M

TLE

18" D

O U

18" D

O U

12" D

O U

12" D

O U

20" D

O U

S D

AIN

E M

P=305.27'

V.IN

=302.81'

V.O U

T=302.52'

ASPH

ALT

ASPH

ALT

ASPH

ALT

ASPH

ALT

STEPS &

AIL

ALL

C O

N C

ETE

SID

ALK

C O

N C

ETE SID

ALK

CONCRETE SIDEWALK

C O

N C

H .C

. R

ETAL SIG

& BR

K C

M N

C O

N C

.CONC.

CONCRETE

SIDEWALK

H .C

. R

LID

W H

ITE

PAIN

T STR

IPE

PER

BLO

(TYP.)

ASPH

ALT

ASPH

ALT

ASPH

ALT

ASPH

ALT

F.F.E.=306.38' F.F.E.=306.31'

F.F.E.=306.28'

R O

O F O

VER

R O

O F O

VER

R O

O F O

VER

R O

O F O

VER

R O

O F O

VER

C R

APE M

TLE

C R

APE M

TLE

FEN

E G

ATE

6' C H

AIN

LIN

K FEN

KATH

J. H

ALL

ST. #220001165

ST. #220001167

ST. #220001164

PLAT-D

.B. 599, PG

. 708

PAR

EL ID

O . 47-A-141A

8901 C O

U R

SE R

99.37'

148.75'

COURTHOUSE ROAD~STATE ROUTE 208

30' PRESCRIPTIVE R/W (PUBLIC)

P.B. 4, PG. 71484.33'

R=910.00' L=353.67' T=179.10' Χ =22°16'04"

CB=N3°54'49"W

C=351.45'

R=448.00' L=106.59' T=53.55'

Χ =13°37'55"

CB=N19°01'16"W

C=106.34'

F.F.E.=306.31'

F.F.E.=306.33'

F.F.E.=306.34'

F.F.E.=300.36'

F.F.E.=306.39'

3" TR

IPLE

O U

3" TR

IPLE

O U

F.F.E.=306.29'

4" D

O U

S 4" D

U O

U S

F.F.E.=306.32'

ALL

CONC.

P=301.87'

C /L C

BER

=300.48'

(3" STEEL PIPE

G O

ES STR

AIG

H T D

O W

C O

U R

TYAR

S S

F.F.E.=306.36' 6' C

AIN

LIN

FEN

E G

ATE

F.F.E.=306.35'

C O

N C

ETE

SAN

ITAR

Y SEW

M .H

P=305.81'

V.IN

=301.22'

V.O U

T=301.17'

P=305.41'

V.O

U T=303.32'

SAN

ITAR

Y SEW

M .H

P=305.39'

V.IN

=300.68' (N E)

V.IN

=300.99' (4")

V.O U

T=300.67'

C O

N C

ETE

6" D

O U

S 4" D

U O

U S

(C O

N O

T FIN

F PIPE)

4' C H

AIN

LIN

FEN

C E

EEZEW

2-STO

K BU

ILD

2-STO

K BU

ILD

"F"-SPIKE IN

P.P. #VH

EL.=305.22'

EEZEW

E O F

C O

N C

. G O

ES U

E O F

C O

N C

. G O

ES U

15" C

15" CMP

STO

E PLAQ

18" CMP

APPR

X. PIPE

TIO

O N

8'' SAN

8'' SAN STEEL

8'' SAN

SAN

ITAR

Y SEW

M .H

P=302.11'

V. (N

)(STAC

KED

)=294.42'

V. (N

)(STAC

KED

)=296.48'

V. (E)=294.37'

V. (S)=294.86'

V. (W )=294.34'

STEEL

8'' S A

N 8'' S

A N

STEEL

APPR

X. PIPE

TIO

O N

PVC

2-STO

K BU

ILD

APPR

X. PIPE

TIO

O N

4" STEEL

15' PR

ESC

IPTIVE EASEM

P.B. 4, PG

. 71

15'

20' W

ATER

LIN

E ESM

ST. #201100013656

ST. #200900012752

20'

20' W

ATER

LIN

E ESM

ST. #201100013656

ST. #200900012752

20'

#1-C P R

O D

& C

N :6756325.47

E:11745330.37

EL.=302.04'

#2-C P R

O D

& C

N :6756668.30

E:11745325.48

EL.=309.58'

#3-C P R

O D

& C

N :6756827.26

E:11745518.30

EL.=308.97'

UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGP

UGP UGP

UGP

UGT UGT UGT UGT UGT UGT

UGT

EOI

U /G

U N

W N

SIG

AL C

N D

U C

U /G

U N

W N

SIG

AL C

N D

U C

U /G

ATER

U /G

ATER

U /G

TELEPH

N E

U /G

FIBER

O M

(PO

SS. C

O U

TY C

O M

M U

ATIO

LIN

ES)

U /G

TELEPH

N E

(PO

SS VZN

U /G

ATER

FIR

U /G

ATER

- 12" D I

(SPO

TSYLVAN

O U

TY)

U /G

ATER

- 12" D I

(SPO

TSYLVAN

O U

TY)

U /G

TELEPH

N E

(PO

SS VZN

I QLD-DATR

QLD-DATR

APPR

X. LO

ATIO

O F

U /G

ATER

- 6" AC

SSIBLE IN

TIVE LIN

(SPO

TSYLVAN

C O

U N

TY)

APPR

X. LO

ATIO

O F

U /G

ATER

- 6" AC

SSIBLE IN

TIVE LIN

(SPO

TSYLVAN

C O

U N

TY)

LD-DATR

HENRY N. LUCK & DEBRA B. LUCK

INST. #020030659 (DEED)

D.B. 221, PG. 400 (PLAT)

PARCEL ID NO. 47-A-71

NO/MULTIPLE ADDRESSES

8818 PROPERTIES, LLC

INST. #210009293

D.B. 221, PG. 400

PARCEL ID NO. 47-A-72

8818 COURTHOUSE ROAD

OMAR ABIFARAJ

INST. #140006438 (DEED)

INST. #220007321 (PLAT)

PARCEL ID NO. 47-A-70C

8900 COURTHOUSE ROAD

C T

SAN

ITAR

Y SEW

M .H

P=304.48'

V. (N )=298.78'

V. (S)=298.96'

8'' SAN

ASPH

ALT

ASPH

ALT

G R

AVEL

CONC. SIDEWALK

V.=300.93'

V.=300.32'

15" CMP

8'' SAN

8'' SAN 8'' SAN 8'' SAN

SAN

ITAR

Y SEW

M .H

P=302.54'

V. (N )=297.78'

V. (S)(STAC

KED

)=297.75'

V. (S)(STAC

KED

)=297.74'

SAN

ITAR

Y SEW

M .H

P=308.42'

V. (N W

)=302.52'

V. (S)=302.17'

(2)METAL

METAL

PVC

ASPH

ALT

ASPH

ALT

15" R C

V. (E)=299.04'

V. (W )=298.58' 12" R

C P

V. (N

)=300.76'

V. (S)=300.25'

12" R C

V…

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File details come from the government source that posted it. Updated Apr 2, 2024.