1 Security Gates and Fencing Plans.pdf

PDF 13 MB Posted Feb 15, 2024

Attached to: Police Station Security Fencing
Solicitation number: 52963
Issued by: Fairfax County, Falls Church City, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

The document appears to be the Security Gates and Fencing Plans related to a state and local contract opportunity for Police Station Security Fencing in Fairfax County and Falls Church City, Virginia. The opportunity calls for the provision of fencing and two electronic speed gates to enhance the security of the City police station. A pre-bid conference is scheduled for 1/17/2024 at 1:00 pm at 3730 Blenheim Blvd, Fairfax VA.

The document does not provide additional details on pricing terms, set asides, incumbents, funding requirements and sources, or contract term and renewal options. No other salient information is included.

View the file

Other files

File	Type	Posted
IFB 24033 Addendum #1.pdf	PDF	Feb 15, 2024
Measurement and Payment Specifications - Police Fencing.pdf	PDF	Feb 15, 2024
IFB 24033 Addendum #2.pdf	PDF	Feb 15, 2024
IFB 24033 Police Station Security Fencing Project.pdf	PDF	Feb 15, 2024
Supplemental Conditions.pdf	PDF	Feb 15, 2024
IFB 24033 Bid Submission Form.docx	DOCX document	Feb 15, 2024
2 Security Gates and Fencing Project Specifications.pdf	PDF	Feb 15, 2024
Bid Form - Exhibit A.xlsx	XLSX spreadsheet	Feb 15, 2024
Bid Tabulation	—	Feb 15, 2024
IFB 24033 Addendum #3.pdf	PDF	Feb 15, 2024
IFB 24033 Prebid Attendance Sheet.pdf	PDF	Feb 15, 2024

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT SITE

OLD LEE HWY

RTE 50 - LEE HWY

MAIN ST

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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.

As hb ro ok P la ce

, S ui te

A sh bu rn

, V A

.1 w w w .t im m on s.

co m

-C oF

_P ol ic e_

D ep t_ Fe nc in g\ D

W G

\S he et \C

D \4

-1

-C 0.

0- C

.d w g | P lo tte d on

P M by

C le m en t P oo le

CJP

WTV

SEE PLAN

49792

B U

S T

S U

B M

X, V

O F

X, P O

10/26/2022

Lic. No. 038725

WILLIAM T. VEST, III

B U

N D

S U

B M

VICINITY MAP

SCALE: 1" = 2,000'

SITE ADDRESS: 3730 OLD LEE HWY, FAIRFAX, VA 22030

ZONED: RM RESIDENTIAL MEDIUM

TAX MAMP: 57-2-02-175-A

TOTAL ACRES: 14.00 ACRES

OWNER

CITY OF FAIRFAX

ADDRESS: 10455 ARMSTRONG STREET, FAIRFAX, VA 22030

CONTACT: RICHARD C. THOESEN, P.E.

PHONE: (703) 975-0138

EMAIL: RICK.THOESEN@FAIRFAXVA.GOV

ENGINEER

TIMMONS GROUP

ADDRESS: 20110 ASHBROOK PLACE, SUITE 100, ASHBURN, VA 20147

CONTACT: BILL VEST, P.E.

PHONE: (703) 554-6705

EMAIL: BILL.VEST@TIMMONS.COM

CITY OF FAIRFAX

POLICE STATION SECURITY FENCING

BUILDING PERMIT APPLICATION

VOTING PRECINCT #2

CITY OF FAIRFAX, VIRGINIA

C0.000

Sheet List Table Sheet Number Sheet Title

C0.000 COVER SHEET

C1.000 FENCING NOTES & DETAILS

C1.001 FENCING NOTES & DETAILS

C2.000 EXISTING CONDITIONS & DEMOLITION PLAN

C3.000 LAYOUT PLAN

S0.001 PARTIAL PLAN, STRUCTURAL NOTES, & SECTIONS

E-000 ELECTRICAL NOTES

E-001 ELECTRICAL SPECIFICATIONS

E-002 PANEL SCHEDULES AND RISER DIAGRAMS

ES-101 ELECTRICAL SITE PLAN

TOTAL SHEETS

APPROVED for Zoning Permit #

01/31/2023 Zoning Official / Date

SUBJECT TO COMPLIANCE

WITH BAR-22-00364

22-00756

APPROVED FOR

BUILDING ONLY

Signature / Date

APPROVED FOR

ELECTRICAL ONLY

Signature / Date APPROVED Jan 17 2023APPROVED Jan 17 2023

PLANS APPROVED FOR PERMIT ARE

SUBJECT TO FIELD INSPECTION APPROVAL

Jatinder Khokhar Jatinder Khokhar

MASONRY PIER

NOTE: 2' X 2' MASONRY PIER WITH APC CAP;

CONTRACTOR TO MATCH EXISTING TYPE AND

FURNISH. SEE SHEET C2.0 FOR PIER PROPOSED PIER

LOCATIONS.

POWDER COAT PAINT FINISH BLACK.

GENERAL NOTES:

1. CHAIN LINK FENCE SHALL BE CLASS 2B

(FUSED AND ADHERED) PVC COATING, BLACK

COLOR. FENCE MESH SHALL BE 2"X2" - 9

GAUGE.

2. CHAIN LINK FENCE SHALL BE FINISHED WITH

TWIST OR BARB SELVAGE AS A CLIMB-OVER

DETERRENT.

3. 6" MINIMUM EMBEDMENT OF CHAIN LINK

FABRIC TO BE BURIED IN NATIVE SOIL.

BURIED CHAIN LINK FABRIC TO BE

FOLDED/SLOPED TOWARDS THE INSIDE OF

THE FACILITY.

4. TERMINATE FENCING AT BUILDING WITH 4"

END POST. MAXIMUM GAP 2". DO NOT AFFIX

FENCING TO BUILDING WALL.

5. WHEN TYING TO AN EXISTING CHAIN LINK

FENCE LINE, USE NEW 4" POST AND TIE

EXISTING AND NEW TO THE POST.

CONTRACTOR TO PROVIDE:

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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.

As hb ro ok P la ce

, S ui te

A sh bu rn

, V A

.1 w w w .t im m on s.

co m

-C oF

_P ol ic e_

D ep t_ Fe nc in g\ D

W G

\S he et \C

D \4

-1

-C 1.

0- N

dw g | P lo tte d on

P M by

C le m en t P oo le

CJP

WTV

SEE PLAN

49792

B U

S T

S U

B M

X, V

O F

X, P O

10/26/2022

Lic. No. 038725

WILLIAM T. VEST, III

B U

N D

S U

B M

C1.000

N O

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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.

As hb ro ok P la ce

, S ui te

A sh bu rn

, V A

.1 w w w .t im m on s.

co m

-C oF

_P ol ic e_

D ep t_ Fe nc in g\ D

W G

\S he et \C

D \4

-1

-C 1.

0- N

dw g | P lo tte d on

P M by

C le m en t P oo le

CJP

WTV

SEE PLAN

49792

B U

S T

S U

B M

X, V

O F

X, P O

10/26/2022

Lic. No. 038725

WILLIAM T. VEST, III

B U

N D

S U

B M

C1.001

N O

ASPHALT

4' WOOD FENCE

LANDSCAPEAREA

C O

N C

. GRASS

GRASS

FF ELEV.= 396.16'

GRASS

WOODS

8' CHAINLINK FENCE

CONC.

2 STORYBRICK

UTILITY VAULT

SHED SHED

CONC.

CONC

CONC.

COV.AREA

SHED

COV. AREA

FF ELEV.= 396.12'

SHRUB

N74°02'22"W729.72'N2 7°

'37

(T O

C O

. M

O N.

P G

. 1

) (PER D.B. 5822 PG. 644;

NO PROPERTY CORNERS

FOUND ON THIS LINE)

PER D.B. 6507 PG. 138 )

(TOTAL)(PER D.B. 1241 PG. 471)

222.17'

APPROX. PROPERTY LINE

57 2 02 175 A

CITY OF FAIRFAX

DB 5822, PG 644

MILL &

OVERLAY

AREA

REMOVE BRICK

PIERS AND FENCING

REMOVE BRICK

PIERS AND FENCING

REMOVE CURB &

GUTTER, BRICK PIER,

AND ELECTRIC UTILITY

REMOVE

GATES

MILL & OVERLAY AREA

REMOVE

BRICK PIERS

REMOVE

GATE

RELOCATE CONDUIT

AND CAMERA TO

BUILDING FACE

LIMB UP

TREE AS

NEEDED

REMOVE FENCE TO THIS

POINT AND INSTALL NEW

4" END POST TO START

NEW FENCING

REMOVE

EXISTING FENCE

PROTECT

EXISTING UTILITY

THROUGHOUT

CONSTRUCTION

PROTECT

EXISTING UTILITY

THROUGHOUT

CONSTRUCTION

PROTECT

EXISTING UTILITY

THROUGHOUT

CONSTRUCTION

NO TREE REMOVAL,

LIMB UP TREES AS

NEEDED IN THIS AREA

TRIM AND REMOVE

LANDSCAPE MATERIAL

IN THIS AREA AS

NEEDED SO THAT IT IS

NOT AGAINST NEW

FENCING

REMOVE FENCE TO THIS

POINT AND INSTALL NEW

4" END POST TO START

NEW FENCING

REMOVE FENCE

BETWEEN THESE

POINTS

LOD

TOTAL LIMITS OF DISTURBANCE

APPROXIMATELY ±1,990 SF

LEGEND

LIGHT POLE

TRANSFORMER/ELEC.EQUIP.

SIGN

COLUMN

CLEANOUT

DECIDUOUS TREE

IRON PIPE FOUND

IRON ROD FOUND

MAG NAIL FOUND

CURB AND GUTTER

HEADER CURB

EDGE OF PAVEMENT

FENCE LINE

EDGE OF LANDSCAPING

ROAD STRIPING

TREE LINE

XXX

IPF

IRF

SURVEY NOTES:

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE

DIRECT AND RESPONSIBLE CHARGE OF JOHN H. GENTHNER

FROM AN ACTUAL GROUND SURVEY MADE UNDER MY

SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED IN

NOVEMBER 2021. THIS PLAT, MAP AND DIGITAL GEOSPATIAL

DATA INCLUDING METADATA MEETS MINIMUM ACCURACY

STANDARDS UNLESS OTHERWISE NOTED.

2. NO SUBSURFACE UTILITIES WERE LOCATED PURSUANT TO THE

CONTRACTED SCOPE OF WORK.

3. BEARINGS AND DISTANCES SHOWN HEREON MAY VARY FROM

RECORD AND ARE SHOWN AS MEASURED. NO PROPERTY

CORNERS WERE FOUND IN DIRECT PROXIMITY TO THE SURVEY

AREA. THE PROPERTY LINE LOCATION SHOWN SHOULD

THEREFORE BE CONSIDERED APPROXIMATE.

4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A

TITLE REPORT.

5. BASIS OF MERIDIAN: VIRGINIA STATE COORDINATE SYSTEM

NAD83 (2011), AS DETERMINED BY REAL TIME KINEMATIC GPS

OBSERVATIONS (LEICA SMARTNET).

6. THE BASIS OF VERTICAL DATUM IS NGVD29, CONVERTED FROM

NAVD88, AS DETERMINED BY REAL TIME KINEMATIC GPS

OBSERVATIONS (LEICA SMARTNET).

7. TOPOGRAPHIC FIELD WORK COMPLETED NOVEMBER 08, 2021.

SCALE 1"=20'

40'20'

LOD LIMITS OF DISTURBANCE

LIMITS OF MAINTENANCE

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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.

As hb ro ok P la ce

, S ui te

A sh bu rn

, V A

.1 w w w .t im m on s.

co m

-C oF

_P ol ic e_

D ep t_ Fe nc in g\ D

W G

\S he et \C

D \4

-1

-C 1.

C O

N D

.d w g | P lo tte d on

P M by

C le m en t P oo le

CJP

WTV

SEE PLAN

49792

B U

S T

S U

B M

X, V

O F

X, P O

10/26/2022

Lic. No. 038725

WILLIAM T. VEST, III

B U

N D

S U

B M

C2.000

C O

O N

ANCONSTRUCTION NOTES:

1. NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS

THEIR LOCATION HAS BEEN DETERMINED. CALL "MISS UTILITY" AT

1-800-552-7001, 48 HOURS PRIOR TO WORK.

2. THE CONTRACTOR SHALL DISPOSE OF EXCESS SOIL OR MATERIALS AT AN

APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

3. CONTRACTOR TO REPAIR/REPLACE EXISTING CONDITIONS IN KIND IF

DAMAGED DUE TO CONSTRUCTION ALONG ENTRANCE DRIVEWAY.

4. CONTRACTOR TO REPAIR/REPLACE FIRE LANE MARKINGS AND SIGNS IN KIND.

5. CONTRACTOR TO REPAIR/REPLACE EXISTING SITE LIGHTING IN KIND IF

DAMAGED DUE TO PAVEMENT MAINTENANCE, ELECTRICAL UTILITY

INSTALLATION, AND SECURITY FENCING & GATE CONSTRUCTION.

6. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION AT FRONT

ENTRANCE TO MAINTAIN ACCESS FOR TENANTS AND FIRE DEPARTMENT

THROUGHOUT CONSTRUCTION. MEANS AND METHODS, SUCH AS PHASING

CONSTRUCTION OF THE TWO GATES WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

7. CONTRACTOR TO PERFORM FOUR (4) PAVEMENT CORES FOR SAMPLING OF

OVERALL PAVEMENT DEPTH, WITHIN THE AREAS OF PROPOSED MILL &

OVERLAY. CONTRACTOR TO REPORT RESULTS TO OWNER. IF IT IS

DETERMINED THAT THE EXISTING PAVEMENT SECTION CANNOT SUPPORT

MILL & OVERLAY THEN FULL DEPTH PAVEMENT MAY BE REQUIRED AS AN

ALTERNATE CONSTRUCTION TASK.

ASPHALT

LANDSCAPEAREA

C O

N C

. GRASS

GRASS

FF ELEV.= 396.16'

GRASS

WOODS

CONC.

2 STORYBRICK

UTILITY VAULT

SHED SHED

CONC.

CONC

CONC.

COV.AREA

SHED

COV. AREA

FF ELEV.= 396.12'

SHRUB

N74°02'22"W729.72'N2 7°

'37

(T O

C O

. M

O N.

P G

. 1

) (PER D.B. 5822 PG. 644;

NO PROPERTY CORNERS

FOUND ON THIS LINE)(TOTAL)

(PER D.B. 1241 PG. 471)

222.17'

APPROX. PROPERTY LINE

57 2 02 175 A

CITY OF FAIRFAX

DB 5822, PG 644

57 2 02 173

NEW

CALL

BOX

10' PDXT SERIES

SPEEDGATE;

REFER TO

STRUCTURAL

FOR GATE POST

FOUNDATIONS

NEW CALL BOX. REFER TO

ELECTRICAL DRAWINGS

FOR UGP ROUTING

NEW

CALL

BOX

10' PDXT SERIES SPEEDGATE;

REFER TO STRUCTURAL FOR

GATE POST FOUNDATIONS

RELOCATED

CONDUIT AND CAMERA;

REFER TO ELECTRICAL PLANS

U G

UGP

UGP FOR CALL BOX;

REFER TO ELECTRICAL PLANS

FENCE TO TERMINATE AT

BUILDING WALL, MAXIMUM

GAP BETWEEN WALL AND

NEW FENCE POST, 2"

UGP

CONNECT TO

EXISTING FENCE AT

NEAREST POST

CONNECT EXISTING

FENCE TO GATE

CONNECT EXISTING

FENCE TO GATE 15'

22'

(4) 2' X 2' MASONRY PIER WITH

APC CAP; CONTRACTOR TO

MATCH EXISTING TYPE AND

FURNISH. RFER TO

STRUCTURAL

(4) 2' X 2' MASONRY PIER WITH

APC CAP; CONTRACTOR TO

MATCH EXISTING TYPE AND

FURNISH. RFER TO

STRUCTURAL

2' CONCRETE PAD FOR

POST FOUNDATION

FENCE TO TERMINATE

AT BUILDING WALL

AND NEW FENCE

POST, 2". AVOID

PLACING FENCE IN

FRONT OF ANY

PORTION OF WINDOW

CONNECT TO

EXISTING FENCE AT

NEAREST POST

TIE EXISTING WOOD

FENCE TO NEW

MASONRY PIER

FULL DEPTH PAVEMENT SECTION

TO BE PROVIDED FOR THIS AREA

LOD

TOTAL LIMITS OF DISTURBANCE

APPROXIMATELY ±1,990 SF

LEGEND

LIGHT POLE

TRANSFORMER/ELEC.EQUIP.

SIGN

COLUMN

CLEANOUT

DECIDUOUS TREE

IRON PIPE FOUND

IRON ROD FOUND

MAG NAIL FOUND

CURB AND GUTTER

HEADER CURB

EDGE OF PAVEMENT

FENCE LINE

EDGE OF LANDSCAPING

ROAD STRIPING

TREE LINE

XXX

IPF

IRF

SCALE 1"=20'

40'20'

X X

UGP

PAVEMENT PATCH (MATCH

EXISTING PAVEMENT)

MILL & OVERLAY (8,930 SF)

SECURITY FENCE

UNDERGROUND POWER

LIMITS OF DISTURBANCE

LIMITS OF MAINTENANCE

LOD

JOB NO.

SHEET NO.

SCALE

CHECKED BY

D A

DRAWN BY

DATE

N D

C R

H O

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.

As hb ro ok P la ce

, S ui te

A sh bu rn

, V A

.1 w w w .t im m on s.

co m

-C oF

_P ol ic e_

D ep t_ Fe nc in g\ D

W G

\S he et \C

D \4

-1

-C 2.

dw g | P lo tte d on

P M by

C le m en t P oo le

CJP

WTV

SEE PLAN

49792

B U

S T

S U

B M

X, V

O F

X, P O

10/26/2022

Lic. No. 038725

WILLIAM T. VEST, III

B U

N D

S U

B M

C3.000

CONSTRUCTION NOTES:

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

THE LATEST VERSION OF THE VIRGINIA STORM WATER MANAGEMENT HANDBOOK,

VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS,

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND THE CITY OF FAIRFAX

PUBLIC FACILITIES MANUAL.

1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING (ON-SITE) AND

REFERENCING DETAIL MANUALS FOR THE ABOVE LISTED AGENCIES. THE

CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF

CONFLICTS OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND

AGENCY DETAILS AND MANUALS.

2. ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO 95% OF

THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A

WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE.

3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF EXCAVATION. VERIFY

LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN AREA OF

CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER

IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT INDICATED.

IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY

NOT INDICATED, CALL "MISS UTILITY" AT 1-800-257-7777 (TOLL FREE).

4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO

COMPLETE THE SITE WORK AND FURNISH COPIES TO THE OWNER. ANY WORK

DONE WITHIN THE VDOT RIGHT-OF-WAY REQUIRES A VDOT PERMIT.

5. REFER TO ELECTRICAL DRAWINGS FOR ROUTING OF UNDERGROUND WIRING FOR

SITE LIGHTING.

6. ALL UTILITIES MUST BE UNDERGROUND.

7. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION AT FRONT

ENTRANCE WITH THE OWNER AND TO MAINTAIN ACCESS FOR FIRE DEPARTMENT

AND BUILDING TENANTS THROUGHOUT CONSTRUCTION. MEANS AND METHODS,

SUCH AS PHASING CONSTRUCTION OF THE TWO GATES WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

8. CONTRACTOR TO MATCH EXISTING GRADES FOR MILL & OVERLAY.

9. PAVEMENT PATCH SECTION SHOWN BELOW SHALL BE USED FOR ALL UTILITY

CONSTRUCTION.

(COMPACTED TO 95% DENSITY)

COMPACTED SUBGRADE

6" #21-A AGGREGATE STONE

2" SM-9.5A BITUMINOUS CONCRETE

3" BM-25.0 BITUMINOUS CONCRETE

FULL DEPTH

PAVEMENT

E-002

C0.000 COVER SHEET

C1.000 FENCING NOTES & DETAILS

C1.001 FENCING NOTES & DETAILS

C2.000 EXISTING CONDITIONS & DEMOLITION PLAN

C3.000 LAYOUT PLAN

E-000 ELECTRICAL NOTES

E-001 ELECTRICAL SPECIFICATIONS

E-002 PANEL SCHEDULES AND RISER DIAGRAMS

ES-101 ELECTRICAL SITE PLAN

S0.001 PARTIAL PLAN, STRUCTURAL NOTES, & SECTIONS

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