Attachment 4 -Judicial Drive Trail CN Plans.pdf

PDF 16 MB Posted Feb 8, 2024

Attached to: Judicial Drive Trail Connection UPC 113614
Solicitation number: 56061
Issued by: Fairfax County, Falls Church City, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

The document provided is the Attachment 4 -Judicial Drive Trail CN Plans, which is related to the Judicial Drive Trail Connection UPC 113614 state and local contract opportunity. The purpose of this project is to construct approximately 500 linear feet of new stone dust trail facilities and a 70-foot pedestrian bridge adjacent to Accotink Creek in the City of Fairfax, Virginia. This project aims to connect two adjacent trails and provide a continuous pedestrian path along the creek. The contract has a 6% Disadvantaged Business Enterprise (DBE) goal, and VDOT pre-qualification is required.

The contract opportunity is open to the jurisdictions of Fairfax County (FIPS Code 51059) and Falls Church City (FIPS Code 5161027200) in the state of Virginia. No further details are provided regarding pricing terms, set asides, incumbents, funding requirements and sources, or other salient information.

View the file

Other files

File	Type	Posted
Attachment 1 - IFB 24037 Bid Submission Form.docx	DOCX document	Feb 8, 2024
Attachment 2 - Judicial Trail Bid Quotation Sheet.xlsx	XLSX spreadsheet	Feb 8, 2024
Attachment 8 - Standard Labor and Material Payment Bond - Fairfax City.pdf	PDF	Feb 8, 2024
Addendum 1.pdf	PDF	Feb 8, 2024
Attachment 5 - For Information Only - Geotechnical Investigation for Judicial Trail.pdf	PDF	Feb 8, 2024
Attachment 3 - Standard Bid Bond.pdf	PDF	Feb 8, 2024
Attachment 6 - For Information Only -Foundation Design for Judicial Trail Pedestrian Bridge.pdf	PDF	Feb 8, 2024
Attachment 7 - Fairfax City Performance Bond.pdf	PDF	Feb 8, 2024
Bid Tab	—	Feb 8, 2024
IFB 24037 Judicial Drive Trail Connection.pdf	PDF	Feb 8, 2024

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X X

EN18-151-221, P101, C501

N W

JUDICIAL DRIVE TRAIL

ACCOTINK CREEK

EXIST. TRAIL

EXIST.

TRAIL

EN18-151-221, R201

\A1;EN18-151-221, R201UTILITY OWNER INFORMATION

CITY OF FAIRFAX SANITARY SEWER

SATOSHI ETO - PROGRAM MANAGER, DEPT. OF PUBLIC WORKS

FAIRFAX, VA 22030

PEDESTRIAN BRIDGE DETAIL TABLE

BRIDGE TYPE

PREFABRICATED STEEL TRUSS (CONTECH

STEADFAST OR APPROVED EQUIVALENT)

SPAN LENGTH

70 FEET

CLEAR WIDTH

(INSIDE OF RAIL TO INSIDE OF RAIL)

9 FEET

DECKING MATERIAL

NON-SLIP COMPOSITE BOARDS

INTERSTATE

665 US

THIS

PROJECT

RMANTO

W N

ROAD

GOVERNMENT

CENTER PKWY

FAIRFAX

CITY OFFAIRFAX

JUDICIAL DRIVE TRAIL CONNECTION

CITY OF FAIRFAX, VIRGINIA

FROM: INTERSECTION OF PRESBYTERIAN WAY

TO: 0.10 MILES EAST OF INTERSECTION OF PRESBYTERIAN WAY

WHERE OTHERWISE NOTED.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

SIGNATURES, ARE 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.

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11U, EXCEPT

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

(SEE TABULATION BELOW

FOR SECTION NUMBERS)

THIS PROJECT WAS DEVELOPED UTILIZING THE ENGINEERING

DESIGN PACKAGE (AutoCAD CIVIL 3D).

Computer Identification No. (UPC 113614) EN18-151-221

STATE

PROJECT

NO.

SECTION

EQUALITIES

FEET

LENGTH INCLUDING

FEDERAL AID

PROJECT NO.

FEET FEETMILES MILES

LENGTH EXCLUDING

TYPE

PROJECT DESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

PROJECT

NO.

Population 23,257 (2016 Census)

Project Lengths are based on Construction Baseline.

STATE FEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

SHEET

NO.

P101 TAP-5B01(014) PENG 113614 NONE 541.27 0.103 471.27 0.089 PRELIMINARY

-1

-2

Fr: INTERSECTION OF PRESBYTERIAN WAY To: 0.10 MILES EAST OF INTERSECTION OF PRESBYTERIAN WAY

FHWA-534 DATA 47028

DESCRIPTION REFERENCE

INTERSECTION OF JUDICIAL DRIVE

TRAIL EXTENSION AND

PRESBYERIAN WAY

POI STA. 100+06.63

LOCATION MAP

SCALE: 1" = 2,000'

T M

: C

O (C

O F

- P

D B

Y, D

M O

N S

G R

O U

P (0

B Y:

M O

N S

G R

O U

C E

B Y, D

O N

S G

R O

U P

(0 8/

) CONSTRUCTION PLANS

SCALE 1"=50'

100'50'0

R201 TAP-5B01(223) ROW 113614 NONE 30.02 0.006 30.02 0.006 RIGHT OF WAY

C501 TAP-5B01(337) CONSTR. 113614 NONE 541.27 0.103 471.27 0.089 CONSTR.

P101, R201, C501

(38°50'54" N, 77°19'78" W)

5/17/2023

SEE TABULATION

BELOW

FOR SECTION

NUMBERS

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND

BRIDGE STANDARDS (SEPTEMBER 2022 REVISION), 2009 MUTCD, 2011 VIRGINIA

SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION

MANUAL, REVISION 2, AND AS AMENDED BY CONTRACT PROVISIONS AND THE

COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY.

TIER 1 PROJECT

NAME OF LOCALITY

LOCALLY ADMINISTERED PROJECTS

(SIGNATURE)

DAVID SUMMERS

RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

DATE TITLE OF POSITION

(SIGNATURE)

DAVID SUMMERS

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

DATE TITLE OF POSITION

RECOMMENDED FOR APPROVAL

FOR RIGHT OF WAY ACQUISITION

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

RECOMMENDED FOR APPROVAL

FOR CONSTRUCTION

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

APPROVED FOR RIGHT OF WAY ACQUISITION

DATE DISTRICT ENGINEER / ADMINISTRATOR

APPROVED FOR CONSTRUCTION

DATE DISTRICT ENGINEER / ADMINISTRATOR

INDEX OF SHEETS

COVER SHEET 1

EXIST. CONDITIONS, DEMO. PLAN, SURVEY DATA & ALIGNMENT DATA 1A

RIGHT OF WAY DATA SHEET 1B

TYPICAL SECTIONS AND DETAILS 2(1) - 2(2)

GENERAL NOTES 2A

EROSION AND SEDIMENT CONTROL NOTES 2B

EROSION AND SEDIMENT CONTROL PLAN 2C

PAVEMENT MARKING & SIGNING PLANS 2D

STORMWATER POLLUTION PREVENTION PLAN 2E(1) - 2E(4)

TRAFFIC MANAGEMENT PLAN 2F

PLAN SHEET 3

PROFILE SHEET 3A

INTENTIONALLY OMITTED 4

SPOT ELEVATION PLAN AND STAIR DETAILS 5

STORMWATER MANAGEMENT COMPLIANCE SHEET 6

FLOODPLAIN ANALYSIS 7

LANDSCAPING PLAN 8

TREE MANAGEMENT PLAN 9

CROSS SECTIONS XS-1 - XS-6

TOTAL NUMBER OF SHEETS 27

Fr: 0.003 MILES WEST OF INTERSECTION OF PRESBYTERIAN WAY To: 0.003 MILES EAST OF INTERSECTION OF PRESBYTERIAN WAY Fr: INTERSECTION OF PRESBYTERIAN WAY To: 0.10 MILES EAST OF INTERSECTION OF PRESBYTERIAN WAY

OWNER/APPLICANT:

CITY OF FAIRFAX TRANSPORTATION DEPARTMENT

10455 ARMSTRONG STREET, ROOM 200A

FAIRFAX, VA 22030

DISTURBED AREA: 0.25 AC.

City of Fairfax

APPROVED SITE PLAN

Zoning Official Date

Review approval by:

Fire Marshal (for water distribution system & fire hydrant location)

Fairfax Water

Director CDP

Director of Public Works

City Engineer

PW Plan Reviewer

Code Admin. Asst. Chief

Site Plan Coordinator

BAR Liaison

Environmental Reviewer

Wastewater Reviewer

GIS Manager

Bonding Administrator Date

SITE PLAN NUMBER SP-20-00368

Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

CITY OF FAIRFAX

DIRECTOR OF PUBLIC WORKS

DAVID SUMMERS

2/26/2021

ALL PROPOSED FACILITIES DEPICTED ON THIS PLAN SHALL BE

OWNED AND MAINTAINED BY THE CITY OF FAIRFAX.

. 9 9+

. 1

+3 6.

. 1

+3 2.

. 1

+0 2.

DAVID SUMMERS

4/11/2023

In P l.

En d Se ct io n

" R C

" R

In P l.

T O

"R C

U T=

In Pl. DI

TOP=393.19

8" RCP INV.OUT=388.79

In P l.

H ea dw al l

R C

In P l.

H ea dw al l

" R C

In Pl. Headwall

TOP=388.70

12" CMP INV=386.44

In Pl. DI

TOP=393.21

12" RCP INV.OUT=389.61

8" R

C P

In Pl. DI

TOP=393.35

12"CMP INV.OUT=389.25

8" P

GRAVEL

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

8'' SAN 8'' SAN

" R

C P

" C

M P

In Pl. SSWR MH

TOP=389.04

8"INV.IN=372.99(A)

27" INV.IN=372.14(B)

27" INV.OUT=372.09

SANSAN

8''

SAN

8''

SAN

(B) In

P l.

R M

O U

(F U

F D

In P l.

W R

M H

" I N

U T=

" I N

U T=

. M H

U T

EDGE OF PAVEMENT (TYP)

In P l.

W R

M H

RIP RAP

SANITARY SEWER EASEMENT

DB. 3481, PG. 312

TRAIL EASEMENT

DB. 5798, PG. 1516

TRAIL EASEMENT

DB. 20499, PG. 1783N/F CITY OF FAIRFAX

DB. 7158, PG. 115

PCL. ID. #57-1-29-B-001-A

N/F PRESBYTERY OF WASHINGTON

DB. 1228, PG. 486

PCL. ID. #57-1-02-123

N/F ONE CAPTIAL PARTNERS, LLC

DB. 9685, PG. 685

PCL. ID. #57-1-02-124

N/F FAIRFAX NURSING REHAB CENTER, LLC

DB. 2327, PG. 31

PCL. ID. #57-1-02-122

N/F PRESBYTERY OF

WASHINGTON (TRS)

DB. 1968, PG.1641

PCL. ID. #57-1-02-122A

N/F CITY OF FAIRFAX

DB. 19267, PG. 102

PCL. ID. #57-1-20-000A5

N/F CITY OF FAIRFAX

DB. 22078, PG. 37

PCL. ID. #57-1-20-000A3

N /F

P R

Y O

F W

D B.

8, P

G . 4

SANITARY SEWER EASEMENT

DB. 3607, PG. 664

SCALE 1"=25'

50'25'

S65° 36' 02.05"E

BLJUDICIAL DR. TRAIL CONSTR.

EXIST. BRIDGE

TO REMAIN

EXIST. PATH TO REMAIN

REMOVE EXIST. STAIRS

x x x x xx x x x xx xx x x x

DEMOLISH ASPHALT PAVEMENT AS

REQUIRED TO RE-GRADE AND RE-PAVE.

SEE SHEET 5 FOR SPOT ELEVATION PLAN

REMOVE EXIST. WALL AND HANDRAIL

EXIST. WALL AND HANDRAIL TO REMAIN

RPARPA

RPA

RPARPA

RPARPARPA

RPA

RPARPA

APPROX. CL OF

ACCOTINK CREEK

PL PL PL

APPROX. 100' RPA OFFSET BOUNDARY

FROM ACCOTINK CREEK C/L

x x x

CUT EXIST. HANDRAIL AT CORNER

x x x x x

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

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T ec hn ol og y

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R ich m on d, V A

.1 w w w .ti m m on s.

co m

Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

01A

O N

A N

S U

R V

D A

G N

T D

IJH

NJS

1"=25'

5/17/2023

L D

Y O

41013.006

THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND

RESPONSIBLE CHARGE OF JEFFREY A. SMERALDO FROM AN ACTUAL

GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL

DATA WAS OBTAINED ON THE FOLLOWING DATES: AUGUST 17,21,22,

2017 . THIS PLAT, MAP AND DIGITAL GEOSPATIAL DATA INCLUDING

METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS

OTHERWISE NOTED.

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NAVD88

DATUM ESTABLISHED BY GPS OBSERVATIONS BY THIS FIRM.

NO PAINTED SUBSURFACE UTILITIES LOCATED AT THE TIME OF SURVEY

FIELDWORK COMPLETED AUGUST 22, 2017.

Horizontal Alignment Report

File: L:\203\41013-Fairfax_On-Call\006-203-JudicialDr_Trail\DWG\Sheet\CD\41013.006-203C-01A.dwg Report Date: 2/17/2020 9:45:48 AM Alignment Name: Judicial Dr. Trail Station Range: Start: 100+00.00, End: 105+51.47 Description:

Begin Judicial Dr. Trail N 6,994,140.7548 E 11,819,674.8008 100+00.00

Line (1) S65° 36' 02.05"E 551.468' N 6,993,912.9461 E 11,820,177.0156 105+51.47 Line (1)

N 6,993,912.9461 E 11,820,177.0156 105+51.47 End Judicial Dr. Trail

Alignment Length: 551.468' http://www.timmons.com

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

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Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

01B

H T

O F

W A Y

D A

S H

IJH

NJS

1"=25'

5/17/2023

L D

Y O

41013.006

PARCEL

NO. LANDOWNER PARCEL ID SHEET NO.

AREA

TOTAL FEE TAKING FEE REMAINDER

EASEMENTS PROFFERS

UTILITY PERMANENT TEMPORARY

PUBLIC VERIZON DRAINAGE SLOPE TRAIL CONSTRUCTION

ACRES SQ. FT. SQ. FT. SQ. FT. YES/NO

001 N/F PRESBYTERY OF WASHINGTON 57-1-02-123 03 5.239 - - - - 192 NO

N/F HTA-FAIRFAX MEDICAL CENTER, LLC

C/O HEALTHCARE TRUST OF AMERICA, INC 57-1-02-124 03 0.000 3.473 - - - - - NO

003 N/F 10701 MAIN STREET LLC 57-1-02-122 03 0.000 2.536 - - - - - NO

3.473

2.536

0.000 5.239 1,678

RIGHT OF WAY DATA SHEET

UPC: 113614

SQ. FT.SQ. FT.SQ. FT.ACRESACRES

CONSTR.

POINT OF

FINISHED GRADE

JUDICIAL DRIVE TRAIL

STA. 100+16 TO 105+35

EXCEPT AS NOTED IN STATION RANGES BELOW

2%*

*CROSS SLOPE VARIES FROM 2% TO 5%.

SEE CROSS SECTIONS FOR LOCATIONS.

2:1

0.5'8'

TRAIL

CONSTR.

PROP. PEDESTRIAN BRIDGE

STA. 100+23 TO 100+93

2%*

POINT OF

FINISHED GRADE

CLEAR

TRAIL WIDTH

PROP. PEDESTRIAN BRIDGE

SEE DETAIL TABLE ON SHEET 3

INSET "A"

INSET A

1 2.0" COMPACTED STONE DUST

6.0" AGGREGATE BASE MATERIAL (VDOT NO. 21B TY. I)

GRADED

SHOULDER

WOOD BIKE/PED FENCE

JUDICIAL DRIVE TRAIL

(PROPOSED)

SEE PLANS FOR LOCATIONS

SEE SHEET 02(2) FOR DETAILS

EDGE OF TRAIL0.5'44

0.5'

GRADED

SHOULDER

2:1

GRADED

SHOULDER

2:1

0.5'

EP TO FACE

OF FENCE

PROP. BIKE/PED FENCE.

SEE PLAN VIEW FOR LOCATIONS

LT. AND RT. OF CONSTR. BASELINE

SEE SHEET 02(2) FOR DETAILS

2%CUT

FILL

CUT

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

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D ev el op m en t R es id en tia l I nf ra st ru ct hn ol og y

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

R ich m on d, V A

.1 w w w .ti m m on s.

co m

Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

02(1)

C A L

N A

N D

IJH

NJS

1"=25'

5/17/2023

L D

Y O

41013.006

NOTES:

Basis of payment: Special Design Fence will be measured in linear feet of fence and will be paid for at the contract unit price complete-in-place. Price is to include furnishng and placing all materials, and all hardware, labor, tools, equipment and incidentals necessary to complete the work as detailed herein.

Lumber sizes purchased may not vary from lumber sizes specified and detailed herein.

Finish Grade

FRONT VIEW SIDE VIEW

FOR BICYCLE PATH

SPECIAL DESIGN WOOD FENCE (BIKE/PED FENCE)

TOP VIEW DETAIL

2" X 6" Rail (1.5" x 5.5")

4" X 6" Posts (Typical)

A A

NOTES:

Lumber sizes purchased may not vary from lumber sizes specified and detailed herein.

Contractor to drive in posts or auger holes, backfill with regular fill material and compact around posts. @@

@@In areas where proposed fence is placed above culverts, it may not be possible to set posts to the depth shown. At these locations, the Contractor is to secure the posts in a manner that achieves post strength comparable to that in other areas. Final determination is to be made by the Engineer. Cost is to be included in the cost of fence.

1.25"

TOP OF RAIL

JOINT DETAIL

6'-0"

Bicycle Path

3'-0"

SECTION VIEW A-A

Edge of Pavement

2" X 6" Railing Cap Chamfer Corners

" Each Edge Railing Cap Flush with Post

All wood to be pressure treated Southern Pine No. 2 or higher grade. Top of posts and ends of boards that are sawn shall be brush coated with three (3) heavy applications of the preservative used to treat lumber. Each application shall be given sufficient time to penetrate the wood.

(VDOT507.03) Water-born preservatives shall not be used in the treatment of posts and boards to be erected in marshy areas. Oil-borne preservatives shall not be used where posts and boards will come in contact with saltwater.

(VDOT 242.02 (b) 4.11. Finish shall be clear natural wood. Fence shall not be stained or painted.

Contractor shall Angle Cut posts to accommodate all angled intersections of fence rails in accordance with these details and as directed by the Engineer.

Contractor shall stake proposed Safety Rail locations for review and approval by the Engineer prior to ordering materials or installation. Areas reviewed that are deemed to be safe without installation of the railing may be eliminated from the contract by the Engineer. Elimination of Railing shall not be cause for cost adjustment of contract bid items.

(3) 3.5" Teflon Coated Power Driven Wood Screws At Butt Joints

Two (3.5") Teflon Coated Power Driven Wood Screws at Middle Post

Three (3.5") Teflon Coated Power Driven Wood Screws at each end section of rail 5" Typical

Post

4"x6" Post

2"x6" Rail Cap

Rail

Face Center of Wood Grain Down

Alternate rail joints along posts

(4) 3.5" Teflon Coated Power Driven Wood Screws per each end of rail cap at joint.

3.5" Teflon Coated Power Driven Wood Screws 14" O.C.

along Railing

Butt Joint on Railing Cap (Typical)

44" 84"

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.

-F ai rfa x_

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D ev el op m en t R es id en tia l I nf ra st ru ct hn ol og y

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

R ich m on d, V A

.1 w w w .ti m m on s.

co m

Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

02(2)

C A L

N A

N D

IJH

NJS

1"=25'

5/17/2023

L D

Y O

{CITY OF FAIRFAX NOTES:

}1. A STREET OPENING PERMIT IS REQUIRED FOR ANY WORK IN A CITY RIGHT-OF-WAY

OR EASEMENT. THE PERMIT CAN BE OBTAINED FROM THE PUBLIC WORKS

DEPARTMENT. FOR INFORMATION, CALL 703.385.7980 OR 703.385.7810.

2. ALL SIDEWALKS, CURBS, GUTTERS, DRIVEWAYS, STREETS, STORM PIPES, WATER

LINES, SANITARY SEWER, ENDWALLS AND RIP-RAPS MUST BE INSPECTED BY THE CITY.

ALL WORK IN THE CITY STREETS WILL BE PERFORMED

MONDAY-FRIDAY BETWEEN THE HOURS OF 9:00 A.M. AND 3:00 P.M. NO WORK IS TO BE

PERFORMED ON WEEKENDS OR HOLIDAYS UNLESS PRE-APPROVED BY THE DIRECTOR

OF PUBLIC WORKS.

3. INSPECTIONS PERFORMED BY THE FACILITIES INSPECTOR WILL REQUIRE A

FOUR-HOUR NOTICE PRIOR TO INSPECTIONS.

{GENERAL STANDARDS}

1. THE PUBLIC WORKS DIRECTOR MUST BE NOTIFIED ONE WEEK PRIOR TO

PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND

DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THE SITE PLAN

COORDINATOR IN COMMUNITY DEVELOPMENT AND PLANNING (703-385-7820) MUST BE

NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE.

2. A PRECONSTRUCTION MEETING WILL BE REQUIRED THREE DAYS PRIOR TO ANY

CONSTRUCTION. CONTRACTORS WILL NOTIFY THE PUBLIC WORKS DEPARTMENT OR

FACILITIES INSPECTOR FOR ALL WORK DONE ON SITE AND OFF SITE ONE DAY PRIOR TO

STARTING.

3. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR PARKING

CONSTRUCTION EQUIPMENT AND PROVIDE EMPLOYEE PARKING ON SITE.

4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF FAIRFAX

STANDARDS, VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE VIRGINIA

SEDIMENT & EROSION CONTROL CURRENT SPECIFICATIONS, EXCEPT AS SHOWN OR

ALTERED BY THESE PLANS.

5. TRAFFIC SIGNS FOUND TO BE IN THE WAY AT CONSTRUCTION SITES SHALL BE

REMOVED OR RELOCATED ONLY BY PERSONNEL IN THE SIGN & SIGNAL CREW OF THE

PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR'S REQUEST. ANY CONTRACTOR

FOUND RESPONSIBLE FOR MOVING CITY PROPERTY WITHOUT PERMISSION WILL

RECEIVE A SUMMONS.

6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS SET FORTH

IN THE LATEST VERSION OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK,

VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, AND THE

GEOTECHNICAL REPORT.

7. PRIVATE FIRE MAINS REQUIRE A PERMIT FROM THE OFFICE OF CODE

ADMINISTRATION. PERMIT APPLICATION MUST INCLUDE DETAILS OF INSTALLATION AS

SPECIFIED IN NFPA-24. AN APPROVED SITE PLAN IS NOT A PERMIT TO INSTALL FIRE

MAINS.

8. AN AS-BUILT PLAN MUST BE SUBMITTED WITHIN 30 DAYS AFTER COMPLETION OF ALL

CONSTRUCTION.

9. TEMPORARY STRUCTURES, CONSTRUCTION TRAILERS AND DEMOLITION REQUIRE

PERMITS FROM THE OFFICE OF CODE ADMINISTRATION PRIOR TO START OF WORK OR

INSTALLATION.

10. ADEQUATE EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES. A

HARD SURFACED, ALL- WEATHER ROADWAY SHALL BE PROVIDED TO WITHIN 50 FEET

OF ALL STRUCTURES AND ANY LOCATION WHERE COMBUSTIBLE MATERIALS ARE

STORED.

11. CITY ORDINANCE PERMITS CONSTRUCTION NOISE, INCLUDING EXCAVATION,

BETWEEN THE HOURS OF 7:00 AM AND 6:00 PM ON WEEKDAYS AND 8:30 AM AND 5:00 PM

ON SATURDAYS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL CONTRACTORS AND SUBCONTRACTORS COMPLY WITH THIS

ORDINANCE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH

{ENVIRONMENTAL

}1. ALL EROSION SILTATION CONTROL TO BE INSTALLED PRIOR TO STARTING PROJECT TO CONFORM TO THE

CURRENT VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL.

2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE CITY OF FAIRFAX RIGHTS-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS AND ALLAY DUST AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE ROAD IS MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER TO PREVENT

THE WASHING OF ANY TOPSOIL, SILT, OR DEBRIS ONTO ADJACENT PROPERTIES.

4. IF THE PRESENCE OF ASBESTOS IS SUSPECTED IN THE SOIL, THE CONTRACTOR MUST CONTACT THE CITY OF

FAIRFAX PRIOR TO CONTINUING ANY ADDITIONAL WORK.

5. ONSITE STORAGE OF FUEL SHALL BE LIMITED TO DIESEL FUEL TANKS NOT OVER 660 GALLONS CAPACITY.

TANKS SHALL BE OF A LISTED TYPE AND SHALL BE PROVIDED WITH APPROVED SECONDARY CONTAINMENT, IMPACT PROTECTION AND PLACARDING. A MINIMUM 2A-40BC FIRE EXTINGUISHER SHALL BE PROVIDED IN THE VICINITY OF THE REFUELING AREA. A PERMIT FOR COMBUSTIBLE LIQUID STORAGE SHALL BE OBTAINED FROM THE OFFICE OF CODE ADMINISTRATION, 703.385.7830. FUEL SHALL NOT BE PLACED IN ONSITE STORAGE TANKS

UNTIL THE INSTALLATION HAS BEEN INSPECTED AND APPROVED.

6. ONSITE REPAIR OF VEHICLES AND EQUIPMENT SHALL BE LIMITED TO REPLACEMENT OF DAMAGED BELTS, HOSES AND TIRES. ANY SPILL OF FUEL, OIL, HYDRAULIC FLUID OR ANTI-FREEZE GREATER THAN ONE GALLON MUST BE REPORTED TO THE OFFICE OF CODE ADMINISTRATION AT 385-7830. ALL SPILLS MUST BE CLEANED UP

PROMPTLY AND IN AN APPROVED MANNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH CITY CODE SECTIONS REGARDING HEALTH AND SAFETY MENACES, INCLUDING ACCUMULATIONS OF WATER, STORAGE OF MATERIAL, CONSTRUCTION DEBRIS AND SECURITY OF THE SITE.

8. PRIOR TO THE START OF ANY SITE GRADING WORK, THE CONTRACTOR SHALL PROVIDE THE CITY OF FAIRFAX PUBLIC WORKS FACILITIES INSPECTOR WITH DOCUMENTATION THAT A VSMP PERMIT HAS BEEN ISSUED BY THE VA DEPARTMENT OF CONSERVATION AND RECREATION. THE VSMP PERMIT REQUIRES THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.

{VDOT STANDARD CONSTRUCTION NOTES

1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, CITY OF FAIRFAX DESIGN/CONSTRUCTION STANDARDS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL

GOVERN.

2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST US DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY

& HEALTH (VOSH) RULES AND REGULATIONS.

3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 105.14(c) OF THE VDOT ROAD AND BRIDGE

SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE/PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE CONTRACTOR FROM THIS RESPONSIBILITY.

5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISIONS SHALL THE THE RESPONSIBILITY OF THE CONTRACTOR.

6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT OR LOCAL LAND USE PERMITS FOR ANY WORK WITHIN RIGHT OF WAY.

7. A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS CITY AGENCIES, UTILITY COMPANIES

AND VDOT (IF REQUIRED) PRIOR TO INITIATION OF WORK.

8. THE CONTRACTOR SHALL NOTIFY THE CITY WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT OR CITY INSPECTORS REQUIRES AND SHALL RECEIVE

48 HRS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE CONTRACTOR SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN E&S CONTROL WHO SHALL INSPECTION EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.

10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.

11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED

UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.

12. ANY UNUSUAL SUBSURFACE CONDITIONS (e.g., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AND ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND

APPROVED BY VDOT.

13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE

PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.

14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY /STORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF

TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.

15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.

16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET THE VDOT MINIMUM DESIGN STANDARDS AND IS THE

RESPONSIBILITY OF THE CONTRACTOR.

17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE CONTRACTOR OR, AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MUTCD.

18. THE CONTRACTOR SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAYS MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL

PRICES MAY B ONSCURED

19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.

20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE

CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.

21. IN ACCORDANCE WITH SECTION 302.3, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.

22. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.

23. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER.

24. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.

25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.

ADDITIONAL VDOT CONSTRUCTION NOTES

1. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT CITY AND VDOT STANDARDS AND SPECIFICATIONS.

2. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE CONTRACTORS EXPENSE. COORDINATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

3. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO THE

EXISTING RIGHT OF WAY.

5. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR

THE PONDING OF ANY WATER IN THE ROADWAY.

6. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY CITY INSPECTOR OR VDOT.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE CONTRACTOR SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED

STRIPING PLAN.

8. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUBGRADE ELEVATION. SUBGRADE DEPTH IS BASED ON A CBR VALUE OF SIX (6) UNLESS OTHERWISE NOTED. SOILS TEST OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY AT 2% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD. PAVEMENT DESIGN FOR A PUBLIC ROAD BASED ON THE ACTUAL CBR VALUES SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL PRIOR TO INSTILLATION.

9. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER.

10. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR

DCR DURING FIELD REVIEW.

11. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.5" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN

REQUIRED DEPTH, SHALL BE ASSUMED BY THE CONTRACTOR.

12. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT

OF THIS SITE.

13. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.

14. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE.

15. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, DEAF CHILD, CHILDREN AT PLAY, ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENDED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL

NOT NEGATE FOR THE SUBMISSION OF A REVISION.

16. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION.

STORM SEWER CONSTRUCTION NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WHERE APPLICABLE TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS.

2. ALL CONCRETE SHALL BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST.

3. MANHOLES AND DROP INLETS SHALL BE CONSTRUCTED FROM INVERT TO TOP AS FOLLOWS:

A. MANHOLES TO EIGHT FEET DEEP.BLOCK CONSTRUCTION - MINIMUM EIGHT INCH WALLS.

{· }POURED IN PLACE CONCRETE - MINIMUM EIGHT INCH WALLS AND NONREINFORCED.

{· }PRECAST - MINIMUM EIGHT INCH WALLS IN CONJUNCTION WITH PRECAST THROAT AND PRECAST BASE SLAB.

{· }PRECAST.

B. MANHOLES OVER EIGHT FEET DEEP.

{· }PRECAST.

{· }POURED IN PLACE REINFORCED CONCRETE.

{· }SPECIAL DESIGN, I.E., BENDS, PRECAST TEES, PRECAST BOXES, WYES.

4. DROP INLETS AND CURB INLETS SHALL HAVE STEPS. THE MAXIMUM DIMENSION FROM FINISH GRADE TO THE FIRST STEP IN THE INLET SHALL NOT EXCEED THREE FEET.

5. UNLESS STATED ON THE APPROVED PLANS, SYMMETRICAL CHANNELS SHALL BE PERFORMED IN THE INVERT OF ALL STRUCTURES ACCORDING TO VDOT STANDARDS IS-1 TO PREVENT

STANDING OR PONDING OF WATER.

6. IF BLOCK CONSTRUCTION IS USED, THE INSIDE AND OUTSIDE WALLS, AS THEY ARE LAID, SHALL BE PLASTERED WITH MORTAR A MINIMUM OF 1/2" THICK.

7. ALL PRECAST DROP INLETS, CURB INLETS AND MANHOLES SHALL CONFORM TO ASTM C-478.

8. VDOT INLETS, WHERE PIPE SIZE IS LARGER THAN 48 INCHES I.D., REQUIRE A SPECIAL DESIGN. IN CASE OF SPECIAL DESIGN INLETS THAT DEVIATE FROM THE STANDARD, THE PRECAST MANUFACTURER OR DESIGN ENGINEER MUST SUBMIT FIVE COPIES OF DETAIL DRAWINGS TO VDOT FOR PROPER APPROVAL.

9. THE OPENING IN PRECAST STORM SEWER STRUCTURES FOR ALL SIZE PIPE SHALL BE A MINIMUM OF FOUR INCHES AND A MAXIMUM OF SIX INCHES LARGER THAN THE OUTSIDE DIAMETER

OF THE PIPE.

10. THE "H" DIMENSIONS SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF OUTFALL PIPE TO THE TOP OF THE STRUCTURE.

11. TWO (2) INCH DEEP HOLES SHALL BE PROVIDED IN ENDWALL WHERE DIRECTED BY THE INSPECTOR.

12. ALL PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

13. ALL FILL BENEATH SEWER PIPES AND WATERLINES IS TO BE CONTROLLED FILL OR BETTER. CONTROLLED FILLS MUST BE COMPACTED TO 100% DENSITY AS DETERMINED BY AASHTO T99 OR ASTM d-698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER.

14. ALL FILL BENEATH MANHOLES IS TO BE SELECT FILL. SELECT FILL MATERIAL SHALL CONSIST OF #67 OR #78 STONE AND MUST BE COMPACTED TO 100% DENSITY AS DETERMINED BY AASHTO T99 OR ASTM d-698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. SELECT FILLS SHALL BE COMPACTED IN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER.

MATERIAL NOTES:

1. ALL CONCRETE PIPE SHALL BE CLASS III OR AS NOTED ON THE PLANS. REFER TO VDOT SPECIFICATIONS. REFER TO VDOT STD. PB-1 FOR BEDDING DETAILS.

2. ALL WATERLINES LARGER THAN 4" SHALL BE DIP CLASS 52 OR AS REQUIRED BY FARIFAX WATER.

3. ALL WATER SERVICE PIPE LESS THAN 4" FOR CONNECTION FROM THE MAIN TO THE METER SHALL BE TYPE "K" COOPER OR AS REQUIRED PER FIARFAX WATER.

4. ALL MANHOLES SHALL BE OF WATER TIGHT CONSTRUCTION AND TESTED IN PLACE PER VIRGINIA WATERWORKS REGULATIONS 12 VAC 5-590-1150. 132C, PAGE 146, DATED NOVEMBER 15, {BRIDGE CONSTRUCTION NOTES:

}1. A PEDESTRIAN BRIDGE IS PROPOSED TO BE INSTALLED WITH THIS PROJECT. THE DESIGN, FABRICATION, CONSTRUCTION, INSTALLATION, AND CONNECTION OF THE BRIDGE IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT DESIGN CONCEPT DRAWINGS, AS WELL AS SHOP DRAWINGS AND CONSTRUCTION DETAILS TO THE CITY OF FAIRFAX AND THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS OR BEGINNING FABRICATION, CONSTRUCTION, OR INSTALLATION OF THE BRIDGE.

2. THE BRIDGE IS TO BE APPROXIMATELY 70 FEET IN LENGTH, TO BE FINALIZED BY THE CONTRACTOR BASED

ON FIELD CONDITIONS. THE WIDTH SHALL BE AS SHOWN ON THE PLAN.

3. THE BRIDGE DESIGN SHALL BE IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS:

3.1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, 2017; AND VDOT MODIFICATIONS

3.2. AASHTO LRFD GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES

3.3. VDOT MANUAL OF THE STRUCTURE AND BRIDGE DIVISION

3.4. ALL APPLICABLE SECTIONS OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, VDOT ROAD AND BRIDGE

STANDARDS, AND ALL APPLICIABLE VDOT INSTRUCTIONAL AND INFORMATIONAL MEMORANDA.

{CONSTRUCTION

}1. ALL SUBGRADE AND SUB-BASE MATERIAL SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR MINUS 20% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED RIGHT-OF-WAY AND ALL TOWNHOUSE, APARTMENT, CONDOMINIUM, COMMERCIAL, AND INDUSTRIAL PARKING LOTS (INCLUDING STORM SEWER AND SANITARY SEWER).

2. COMPACTION TEST SHALL BE PERFORMED BY THE CONTRACTOR. SUBGRADE FOR CURB, GUTTER, AND SIDEWALK SHALL BE EVERY 50 FEET; SUB-BASE WILL BE ALTERNATED EVERY 25 FEET. DRIVEWAYS REQUIRE TWO TESTS ON SUBGRADE AND SUB-BASE. COPY OF RESULTS IS REQUIRED PRIOR TO PLACING ANY TYPE OF MATERIAL. VTM-1 CORRECTION ALSO MUST BE USED. ALL STRUCTURES REQUIRE TWO TESTS ON SUBGRADE

AND SUB-BASE.

3. COMPACTION TESTS FOR ROADWAYS SHALL BE PERFORMED BY THE CITY ONLY, UNLESS APPROVED BY THE PUBLIC WORKS DIRECTORY. COMPACTION TESTS FOR ALL BUILDING PADS MUST BE SUBMITTED TO THE

OFFICE OF CODE ADMINISTRATION FOR REVIEW AND APPROVAL.

4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED TO THE REQUIRED

DISTANCE BEYOND THE RIGHT-OF-WAY.

5. STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE PIPE TO CONFORM TO THE CURRENT AASHTO DESIGNATION M170, UNLESS OTHERWISE DESIGNATED ON THE PLANS. CLASS II PIPE IS PERMITTED BEYOND THE LIMITS OF STREET RIGHTS-OF-WAY. CLASS III PIPE IS REQUIRED WITHIN THE LIMITS

OF THE RIGHTS-OF-WAY.

6. ALL CURB AND GUTTER SHOWN ON PLANS AND NOT IN PROFILE SHALL BE ON STRAIGHT TANGENT

GRADES. THE CONTRACTOR SHALL ROUND ALL VERTICAL BREAKS WITH SMOOTH SPLINE CURBS.

7. ALL PAVEMENT PLACED ON CITY RIGHT-OF-WAY SHALL HAVE A MIX DESIGN APPROVED PRIOR TO PLACING

MATERIAL AND A DENSITY TEST PERFORMED DURING PLACEMENT.

8. STREET SIGNS AND MARKINGS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS IN A LOCATION TO BE DETERMINED BY THE DIRECTOR OF PUBLIC WORKS. PRIVATE ACCESS WAYS AND ALLEYS SHALL BE CLEARLY DESIGNATED AS SUCH BY A SIGN AT EVERY ENTRANCE FROM A PUBLIC STREET, STATING "PRIVATE STREET, PRIVATELY OWNED AND PRIVATELY MAINTAINED". ALL STREET MARKINGS AND SIGNAGE WILL CONFORM TO CITY OF FAIRFAX STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL, PER THE STREET SUPERINTENDENT.

9. CBR TEST IS REQUIRED FOR ACTUAL DETERMINATION OF REQUIRED SUB-BASE THICKNESS PRIOR TO CONSTRUCTION. DEPTH OF SUB-BASE IS BASED ON SUBGRADE CBR VALUE OF 10. WHERE CBR VALUE IS LESS THAN 10, ONE INCH OF SUB-BASE OR BASE MATERIAL SHALL BE ADDED FOR EACH POINT BELOW 10 FOR ON-SITE AND OFF-SITE AND SHALL BE REVIEWED BY THE CITY OF FAIRFAX FOR SPECIAL DESIGN.

{DEPARTMENT OF UTILITIES STANDARD NOTES

1. ALL WATER MAINS AND SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

CURRENT CITY OF FAIRFAX STANDARDS AND SPECIFICATIONS.

2. EASEMENTS FOR ALL SANITARY AND WATER MAINS SHALL BE 10' UNLESS OTHERWISE NOTED.

3. SANITARY SEWERS AND WATER MAINS SHALL MAINTAIN A MINIMUM OF 15' HORIZONTAL SEPARATION

FROM PROPOSED OR EXISTING BUILDINGS.

4. NO LANDSCAPING OR OTHER UTILITIES (I.E. GAS, PHONE, CABLE, ETC.) ARE PERMITTED IN THE WATER

AND SEWER EASEMENTS, EXCEPT AT CROSSINGS.

5. CONTRACTOR SHALL REQUEST PRE-CONSTRUCTION MEETING AND INSPECTION BY THE CITY OF

FAIRFAX DEPARTMENT OF PUBLIC WORKS (703.385.7810) THREE DAYS PRIOR TO COMMENCING

CONSTRUCTION OF ANY WATER AND SEWER MAINS.

6. A PERMIT FOR INSTALLATION OF SANITARY SEWERS, FIRE HYDRANTS AND WATER MAINS SHALL BE

OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.

7. PRIOR TO ANY WATER MAIN INSTALLATION, ALL REQUIRED SANITARY SEWERS, INCLUDING LATERALS, AND STORM SEWERS MUST BE INSTALLED AND BACKFILLED TO 95% COMPACTION.

8. WATER AND SEWER LATERALS NOT WITHIN AN EASEMENT REQUIRE PLUMBING PERMITS AND

INSPECTIONS FROM THE OFFICE OF CODE ADMINISTRATION. THE INCLUSION OF THESE ITEMS DOES NOT

CONSTITUTE A PERMIT.

9. FINAL APPROVAL FROM THE CITY OF FAIRFAX DEPARTMENT OF UTILITIES IS CONTINGENT UPON RECEIPT BY THE DEPARTMENT OF PLANS SHOWING THE LOCATION OF ALL PROPOSED UTILITIES. ALL PROPOSED UTILITIES ARE TO BE LOCATED OUT OF THE WATER OR SEWER EASEMENTS, EXCEPT FOR

CROSSINGS.}

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Lic. No. 055782

NICHOLAS JOSEPH SOUCIE

5/17/2023

02A

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NJS

N.T.S.

5/17/2023

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THE CITY OF FAIRFAX PROPOSES TO CONSTRUCT A TRAIL ALONG ACCOTINK

CREEK IN THE CITY OF FAIRFAX. THIS TRAIL WILL CONNECT TWO ADJACENT

TRAILS AND PROVIDE A CONTINUOUS PEDESTRIAN PATH ALONG THE CREEK.

PORTIONS OF THE PROPOSED PROJECT SITE ARE LOCATED WITHIN THE

100-YEAR FLOODPLAIN, AND THIS PROJECT INCLUDES THE CONSTRUCTION

OF A PEDESTRIAN BRIDGE CROSSING OVER A TRIBUTARY STREAM TO

ACCOTINK CREEK. THE TOTAL DISTURBED AREA FOR THE PROJECT IS 0.25

ACRES.

THE SITE IS LOCATED IN A FORESTED AREA CONSISTING OF MATURE

TREES. THE EXISTING TOPOGRAPHY CONSISTS OF STEEP SLOPES THAT

DRAIN TOWARDS ACCOTINK CREEK. PORTIONS OF THE SITE ARE LOCATED

WITHIN THE 100-YEAR FLOODPLAIN.

THE SITE IS LOCATED WEST OF JUDICIAL DRIVE AND EAST OF PRESBYTERIAN

WAY IN THE CITY OF FAIRFAX. THE PROPERTIES SURROUNDING THE PROJECT

SITE AND ACCOTINK CREEK ARE PRIMARILY COMMERCIAL.

REFER TO THE GEOTECHNICAL REPORT, PREPARED BY OTHERS, FOR THE SOILS

MAP AND SUMMARY OF SOIL TYPES ON THE PROJECT SITE.

CRITICAL EROSION AREAS ARE TYPICALLY CENTERED AROUND ACCOTINK

CREEK. UNDER NO CIRCUMSTANCES IS STORMWATER RUNOFF TO REACH

ACCOTINK CREEK WITHOUT FLOWING THROUGH AN APPROVED E&S DEVICE.

THE CONTRACTOR SHALL ALSO KEEP THE ADJACENT PARKING LOT AND

TRAVELWAYS FREE OF SEDIMENT AND DEBRIS.

NOTE:

1. CONTRACTOR MUST KEEP EXISTING ROADS, PARKING LOTS,

AND TRAVELWAYS FREE FROM BUILDUP OF SOIL.

2. THE CONTRACTOR MUST DETERMINE A STOCKPILE AREA (IF

REQUIRED). IF AREA IS OUTSIDE THE LIMITS OF DISTURBANCE AS

SHOWN IN THESE PLANS, THE LOCATION MUST BE SUBMITTED TO

AND APPROVED BY THE CITY OF FAIRFAX PRIOR TO

CONSTRUCTION.

NO OFF-SITE LAND DISTURBING ACTIVITIES ARE PROPOSED TO OCCUR DURING OR

ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES PROPOSED WITH THIS PLAN.

THE NEED FOR OFF-SITE BORROW/STOCKPILE AREAS IS NOT ANTICIPATED FOR

THIS PROJECT. SHOULD OFFSITE BORROW/STOCKPILE AREAS BE REQUIRED TO

IMPORT/EXPORT MATERIAL FOR THIS PROJECT, THE OFFSITE AREA MUST HAVE A

CURRENT APPROVED E&S PLAN AND PERMIT PRIOR TO CONSTRUCTION. PROOF OF

THE APPROVED E&S PLAN AND PERMIT MUST BE PROVIDED TO THE CITY OF

FAIRFAX PRIOR TO IMPORT/EXPORT OF MATERIAL.

UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION

AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED

ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE

HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO

UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. THE EROSION AND

SEDIMENT CONTROL PLAN SHALL BE INSTALLED AS A SINGLE-PHASE OPERATION.

EROSION & SEDIMENT CONTROL NOTES

PROJECT DESCRIPTION

EXISTING SITE CONDITIONS:

ADJACENT PROPERTY:

OFF-SITE AREAS:

CRITICAL EROSION AREAS:

EROSION AND SEDIMENT CONTROL MEASURES:

1. SCHEDULE A PRECONSTRUCTION MEETING, GIVE A 48-HOUR NOTIFICATION

OF THE PRECONSTRUCTION MEETING AND A CERTIFIED RESPONSIBLE LAND

DISTURBER (CRLD) MUST BE PRESENT AT THE MEETING.VSMP OPERATIVE

SHALL ATTEND THE PRECONSTRUCTION MEETING.

2. PROVIDE MINIMAL CLEARING TO INSTALL SILT FENCE AND SAFETY FENCE AS

SHOWN ON THE PLANS. TAKE SPECIAL CARE TO KEEP SOIL BUILD-UP FROM

ENTERING THE EXISTING ROAD AND PARKING LOT PAVEMENT.

3. THE CONTRACTOR WILL NOTIFY THE CITY INSPECTOR AT THE

PRE-CONSTRUCTION MEETING OF THE PERMITTED LOCATION EXCESS SOIL

MATERIAL IS HAULED TO OR BORROW MATERIAL IS BROUGHT IN FROM.

4. MAINTAIN ALL REQUIRED MAINTENANCE OF ACCESS MEASURES ALONG

JUDICIAL DRIVE AS NECESSARY TO PROVIDE CONSTRUCTION ACCESS ALONG

EXISTING GRAVEL TRAIL TO THE EAST OF THE PROJECT LIMITS.

5. CLEAR AND GRUB AS INDICATED IN THE PLANS. MAINTAIN ACCESS ALONG

EXISTING ROADS AND PARKING LOTS AT ALL TIMES.

6. TEMPORARY GRADING AND SEEDING IS REQUIRED WITHIN 7 DAYS OF

DISTURBANCE FOR ALL AREAS WHICH ARE NOT TO BE ACTIVELY

CONSTRUCTED UPON WITHIN 14 DAYS OF INITIAL DISTURBANCE.

7. INSPECTIONS AND APPROVALS FOR COMPLETION OF INITIAL EROSION AND

SEDIMENT CONTROL ACTIVITIES MUST BE RECEIVED BEFORE FURTHER

CONSTRUCTION ACTIVITIES CAN BEGIN. ALL APPROVALS SHALL BE FROM

THE CITY OF FAIRFAX.

8. COMMENCE ROUGH GRADING AS REQUIRED FOR PROPOSED TRAIL.

9. THE SITE SHALL BE PERMANENTLY STABILIZED AFTER ALL GRADING HAS

BEEN COMPLETED BY SEEDING ALL DENUDED AREAS.

10. INSTALL STONE BASE FOR TRAIL, AND INSTALL TOP LAYER OF STONE DUST

ONCE FINAL GRADES ARE REACHED.

11. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR MUST CONTACT THE

CITY OF FAIRFAX FOR EROSION CONTROL INSPECTION OF SLOPE STABILITY.

EROSION CONTROL MEASURES MAY NOT BE REMOVED WITHOUT

AUTHORIZATION BY THE CITY INSPECTOR.

12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUESTED BY THE CITY

OF FAIRFAX AND/OR THE INSPECTOR AT ANY TIME DURING LAND

DISTURBANCE.

EROSION & SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION:

EROSION & SEDIMENT

TEMPORARY SILT FENCE (TYPE B) 1,420 LF

TEMPORARY SAFETY FENCE 450 LF

CULVERT INLET PROTECTION 1 EA.

CULVERT OUTLET PROTECTION 5 TONS

LIMITS OF DISTURBANCE 0.25 AC

SILTATION CONTROL EXCAVATION 50 CY

TEMPORARY SEEDING 0.14 AC

PERMANENT SEEDING 0.14 AC

CONTROL QUANTITIES

AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR

LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND

METHODS:

MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO

DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON

ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE

APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL

GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT

STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT

FOR MORE THAN ONE YEAR.

MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW

AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING

MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY

PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON

SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED

FROM THE PROJECT SITE.

MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED

AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION

SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS

ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT

EROSION.

MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND

OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS

A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE

FUNCTIONAL BEFORE UPSLOPE…

This is the start of the file's text. The full file is on GovTribe.

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