IFB_160775_VDOT_Culpeper_District_Entrance_DRAWINGS.pdf

VDOT

DRAWING LIST:

ASBESTOS DISCLOSURE STATEMENT:

LEAD PAINT DISCLOSURE STATEMENT:

DISCLAIMER STATEMENT:

VIRGINIA A&E ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD BASED PAINT INFORMATION PROVIDED ABOVE BY THE OWNER. THE CONTRACTOR SHALL ADDRESS ANY RELATED QUESTIONS TO THE OWNER'S PROJECT MANAGER.

DRAWING NO TITLE

T1 TITLE SHEET

C1 EXISTING CONDITIONS AND DEMOLITION PLAN

C2 SITE AND GRADING PLAN

C3 DETAILS

AS1 ENLARGED SITE PLAN AND DETAILS

AS2 GUARD HOUSE PLANS, ELEVATION, AND DETAILS

AS3 GENERAL NOTES

E1 LEGEND, ABBREVIATIONS, AND SPECIFICATIONS

E2 POWER AND LIGHTING PLAN

E3 ENLARGED SITE PLAN

E4 BASEMENT FLOOR PLAN

E5 DETAILS

E6 SCHEDULES

E7 CALCULATIONS

AN ASBESTOS INSPECTION WAS PERFORMED AND NO ACM WAS FOUND. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT MANUAL. SHOULD THE CONTRACTOR ACCESS ANY MATERIALS SUSPECTED OF CONTAINING ASBESTOS NOT IDENTIFIED IN THE REPORT DURING THE WORK, HE SHALL STOP WORK IN THE IMMEDIATE AREA AND NOTIFY THE OWNER.

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND AS AN APPENDIX TO THE PROJECT MANUAL. THIS REPORT IS PROVIDED FOR THE CONTRACTOR'S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT

POSSIBLE.

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

FOR CONSTRUCTION

MARCH 13, 2026

Drawing No.:

Project No.:

1"

Full Scale Verification

0"

T1

23135

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VA 24551

PHONE: (434) 316-6001

VAE PROJECT NO: 23135

SITE LOCATION NORTH

PROJECT LOCATION MAP

SITE

NORTH

VICINITY MAP

GENERAL INFORMATION:

FIRE SUPPRESSION SYSTEM:

WET

DRY

CHEMICAL

OTHER

NONE

NOT REQUIRED

ELEVATORS:

NEW

EXISTING

OTHER CONVEYORS: FIRE ALARM SYSTEM:

AUTOMATIC

MANUAL

NONE

NOT REQUIRED

(0) (0)

NEW

EXISTING

(0) (0)

PROJECT INFORMATION:

AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION

PROJECT TITLE: CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

ADDRESS: 1601 ORANGE ROAD, CULPEPER, VIRGINIA 22701

BUILDING INFORMATION:

BUILDING NAME/NUMBER: GUARD HOUSE

WORK PERMITTED: SITE ENTRANCE SECURITY MODIFICATIONS INCLUDING A GUARD HOUSE

PURPOSE/OCCUPANCY: SECURITY STAFFING OCCUPANCY

USE GROUP CLASSIFICATION: (B) BUSINESS (INDUSTRIALIZED BUILDING) OCCUPANCY

TYPE OF CONSTRUCTION: VB

OCCUPANT LOAD OF BUILDING: 1 OCCUPANTS PER VUSBC

BUILDING HEIGHT (FEET): 8'-8"± ABOVE GRADE

NUMBER OF STORIES: 1

GROSS AREA (GSF): 64 GROSS SQUARE FEET

BUILDING VOLUME: 512 CUBIC FEET

CODE MODIFICATIONS ISSUED: 1. WAIVER FOR GUARD HOUSE ACCESSIBILITY DUE TO STAFF PERFORMANCE

CRITERIA.

APPLICABLE CODES & STANDARDS:

BUILDING CODES: 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - VUSBC

(EFFECTIVE JANUARY 18, 2024)

VIRGINIA CONSTRUCTION CODE - VCC (2021)

VIRGINIA ENERGY CONSERVATION CODE - VECC (2021)

VIRGINIA MECHANICAL CODE - VMC (2021)

VIRGINIA STATEWIDE FIRE PREVENTION CODE - VSFPC (2021)

VIRGINIA EXISTING BUILDING CODE - VEBC (2021)

NATIONAL ELECTRICAL CODE - NFPA-70 (2020)

NATIONAL FIRE ALARM CODE - NFPA-72 (2019)

OTHER STANDARDS: CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL - CPSM 2025 EDITION, REVISION 0

(MARCH 17, 2025)

STRUCTURAL LOAD CRITERIA: REFER TO DRAWING AS3.

GENERAL NOTES:

1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED FOR USE AS

FABRICATION DRAWINGS. THESE DRAWINGS INDICATE THE GENERAL AND APPROXIMATE SIZE

AND LOCATION OF MATERIAL. FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO

BEGINNING WORK. ALL UTILITIES NOTED ON PLANS ARE APPROXIMATE AND CONTRACTOR

SHALL FIELD VERIFY LOCATION.

2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO, THE 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

(JANUARY 18, 2024) AND ASSOCIATED CODES OF REFERENCE. REFER TO APPLICABLE CODES

LIST THIS DRAWING.

3. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE NOTED. NO ASBESTOS CONTAINING

MATERIALS SHALL BE USED. MATERIALS ARE BASED ON THE INDICATED

MANUFACTURER'S/MODELS AND ARE INTENDED ONLY TO SHOW THE GENERAL SIZE,

CONFIGURATION, LOCATION, CONNECTIONS, AND SUPPORT FOR INDICATED MATERIAL WITH

RELATION TO OTHER BUILDING SYSTEMS. MATERIAL BY ANY MANUFACTURER THAT MEETS THE

SCHEDULED CRITERIA IS ACCEPTABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING ACTUAL INSTALLED MATERIAL AND ASSOCIATED CHANGES.

4. CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING CONDITIONS, INCLUDING BEAMS, COLUMNS, SITE FEATURES, AND OTHER OBSTRUCTIONS, WHETHER OR NOT SUCH IS SHOWN ON

DRAWINGS.

5. CONTACT VIRGINIA 811 AT 1-800-552-7001, OR HTTPS://WWW.VA811.COM NO LESS THAN 72

HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN

PROCESSED.

6. CONTRACTOR SHALL COORDINATE THE WORK BETWEEN ALL TRADES. MATERIAL LOCATIONS

SHALL BE COORDINATED BETWEEN CIVIL, ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND

DEMOLITION PLANS TO AVOID CONFLICTS.

7. EXISTING MATERIAL TO BE REMOVED SHALL BE REMOVED CAREFULLY TO AVOID DAMAGING

MATERIAL TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE THAT OCCURS

TO EXISTING MATERIAL TO REMAIN OR TO BE RELOCATED DURING DEMOLITION AND

CONSTRUCTION.

8. CONTRACTOR SHALL ADVISE THE A/E IMMEDIATELY OF DISCREPANCIES FOUND ON THE

DRAWINGS, IN THE SPECIFICATIONS, OR BETWEEN THE TWO. MINOR DEVIATIONS FROM THE

PLANS MAY BE MADE TO AVOID MINOR CONFLICTS. WHERE MAJOR CONFLICTS ARE

ENCOUNTERED, THE AFFECTED WORK SHALL NOT BE INSTALLED UNTIL THE CONFLICT HAS

BEEN RESOLVED. NEITHER THE A/E NOR THE OWNER SHALL BE RESPONSIBLE FOR

CONSEQUENCES OF PROCEEDING WITH WORK BASED ON CONTRACTOR INTERPRETATION OR

ON DIRECTION FROM OTHER PARTIES, INCLUDING THE OWNER AND INSPECTORS.

9. ALL MATERIAL SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS, MAINTAINING ALL REQUIRED CLEARANCES AND WITH ALL COMPONENTS

ACCESSIBLE AND SERVICEABLE.

10. CONTRACTOR SHALL PROVIDE MATERIAL DATA SUBMITTALS FOR ALL NEW MATERIAL. REFER TO

INDIVIDUAL DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING OPERATION AND MAINTENANCE

MANUALS CONTAINING ALL MATERIAL SUBMITTALS, INSTALLATION AND OPERATING

INSTRUCTIONS, AND WARRANTY INFORMATION. ONE (1) ELECTRONIC PDF COPY OF O&M

MANUALS SHALL BE SUBMITTED TO THE A/E FOR REVIEW AT THE TIME OF SUBSTANTIAL

COMPLETION. PROVIDE ONE (1) HARD COPY AND ONE (1) ELECTRONIC PDF COPY OF THE FINAL

O&M MANUALS TO THE OWNER.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF AS-BUILT DRAWINGS ON

SITE WHICH INDICATE IN RED ALL DEVIATIONS FROM ORIGINAL CONSTRUCTION DOCUMENTS,

INCLUDING APPROVED CONSTRUCTION CHANGE ORDERS. AS-BUILT DRAWINGS SHALL BE

SUBMITTED TO THE A/E AT THE TIME OF SUBSTANTIAL COMPLETION. AS-BUILT DRAWINGS

SHALL BE CLEARLY LEGIBLE AND COMPLETE.

13. CONTRACTOR SHALL KEEP PUBLIC AREAS FREE OF TRASH AND CONSTRUCTION DEBRIS AND

CLEAN ENTIRE WORK AREA ON A DAILY BASIS.

14. TEMPORARY POWER AND WATER SERVICE ARE AVAILABLE ON SITE FOR THE CONTRACTOR'S

USE. CONTRACTOR SHALL COORDINATE ACCESS WITH OWNER AND SHALL PROVIDE ANY

REQUIRED TEMPORARY CONNECTIONS AND EXTENSIONS.

15. CONTRACTOR SHALL PROVIDE A TEMPORARY TOILET FACILITY FOR USE BY CONTRACTOR'S

PERSONNEL FOR THE DURATION OF THE PROJECT.

16. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK AND TO

VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THIS PROJECT. ANY DISCREPANCIES OR

AMBIGUOUS ITEMS MUST BE REPORTED TO THE A/E AND THE OWNER FOR CLARIFICATION

PRIOR TO BIDDING.

17. CONTRACTOR IS TYPICALLY PERMITTED TO WORK BETWEEN 7:00 AM AND 3:30 PM MONDAY

THRU FRIDAY. WORK OUTSIDE THESE HOURS SHALL BE COORDINATED WITH OWNER'S

PROJECT MANAGER DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE

CONSTRUCTION ACTIVITIES WITH OWNER FOR SPECIAL EVENTS.

18. CONTRACTOR SHALL PROTECT THE BUILDING, ADJACENT FEATURES, ROADWAYS, WALKWAYS, SITE IMPROVEMENTS, EXTERIOR PLANTINGS, LANDSCAPING, ETC AS REQUIRED FROM DAMAGE

AND CORRECT DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES TO THE SATISFACTION

OF THE OWNER.

19. CONTRACTOR SHALL COLLECT DEMOLISHED MATERIALS AND PLACE IN APPROPRIATE

DISPOSAL CONTAINERS. DEMOLISHED MATERIALS SHALL BE PROMPTLY REMOVED FROM THE

OWNER'S PROPERTY AND DISPOSED OF LEGALLY.

20. CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND DUMPSTER LOCATION WITH

OWNER DURING CONSTRUCTION.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY FOR THE DURATION

OF THE PROJECT. CONTRACTOR SHALL PROVIDE ORANGE CONSTRUCTION FENCING AROUND

PERIMETER OF WORK AREA.

22. CONTRACTOR SHALL PROVIDE PRE-DEMOLITION PHOTOGRAPHIC OR VIDEOGRAPHIC

DOCUMENTATION TO SHOW EXISTING CONDITIONS OF FINISHED SURFACES IN WORK AREA AND

ADJOINING CONSTRUCTION INCLUDING SITE STORAGE AND ACCESS AREAS PRIOR TO

PRE-CONSTRUCTION MEETING AND A MINIMUM OF 10 WORKING DAYS PRIOR TO

COMMENCEMENT OF WORK.

23. CONTRACTOR SHALL NOTIFY OWNER OF ANY INTERRUPTION OF UTILITIES INCLUDING BUT NOT

LIMITED TO POWER, WATER, COMMUNICATIONS, ETC AND COORDINATE OUTAGE WITH OWNER.

24. ANY ROAD/PARKING LOT CLOSURE SHALL BE DONE IN ACCORDANCE WITH THE LATEST

VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL.

25. DEFINITIONS:

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE FOR INSTALLATION BY OTHERS.

INSTALL: INSTALL ITEMS FURNISHED BY OTHERS, INCLUDING UNLOADING, TEMPORARILY

STORING, UNPACKING, AND ASSEMBLY.

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM

OFF-SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.

REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR

REUSE, AND REINSTALL WHERE INDICATED.

REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO

PREVENT DAMAGE, AND DELIVER TO OWNER.

RT 3

RT 29

RT 15

RT

RT 3

RT

5B

RT 29B

AVE

FEDERAL ST

BLUE RIDGE

Lic. No. 048440

ANDREW S. KLEPAC WILLIAM L. ALLEN

Lic. No. 034677 Lic. No. 0402061572

JOSEPH R. GOSSEN

PHASING:

ENTRANCE WILL BE CLOSED FOR THE DURATION OF CONSTRUCTION. VDOT WILL PROVIDE CLOSURE AND ASSOCIATED WAYFINDING TO

ALTERNATE ENTRANCE AND TRAFFIC FLOW DURING CONSTRUCTION.

DELEGATED DESIGN SYSTEMS AND PRODUCTS:

1. THE GUARD HOUSE IS INCLUDED IN THIS PROJECT AS A DELEGATED DESIGN SYSTEM AND SHALL

COMPLY WITH THE LOAD CRITERIA INDICATED IN THE GENERAL NOTES ON DRAWING AS3 AND

SPECIFICATION SECTION 133423.16 - FABRICATED GUARD HOUSE.

NOTES:

1. IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE NEW BUILDING

CONSTRUCTION IS NOT GREATER THAN 5,000 GROSS SQUARE FEET.

2. IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402

THROUGH C405 AND C408.SCALE:

NORTH

NONE

KEYPLAN - RESTROOM ACCESS

DISTRICT OFFICE

BUILDING 7000-003

WOMEN'S ROOMMEN'S ROOM

GUARD HOUSE

ORANGE RDBUS ROUTE 15

03/13/2026 03/13/2026 03/13/2026

IFB # 160775

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text E

W

WV

WV

WV

S

S

S

D

D

D

UG E

UG E

UG T

UG T

UG T

UG T

U G

T U

G T

U G

T

UG

T

X

X

X

X

X

X

X X

X

X

OH E

OH E

OH E

OH E

OH E

OH E

OH E

OH E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

OH E

OH E

OH E

UG E

UG E

UG E

UG

E

JB

JB

JB

JB

O H

E

EP

UG E

U G

E U

G E

U G

E

UG E

UG

T

C

C

G

G

MM

GATE

GAT

E

C.

L.

F

EN

CE

C.

L.

F

EN

CE

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

12" TC

8" C

O N

4" CI

10" TC

8" PVC

8" PVC

6" P

VC (1)

(2)

(1)

(3)

(4)

(2)

A

B

C

D

SIGN

12" RCP 24" RCP

12" RCP

6" TC

6" T

C

12" R C

P

18" CM

P

18" C M

P

24" RCP

" C

M P

30" RCP

" R

C P

(b

15" RCP

24" RCP

INV OUT: 444.7'

INV IN: 448.4'

(SOURCES NOT FOUND)

END OF PIPE

NOT FOUND

INV IN: 448.8'

D

(a) (b)

(a)

(b)

15" RCP (a)

MIXED HARDWOODS

20" MAGNOLIA

20" CEDAR

20" CHERRY

18" CEDAR

GATE

SENSOR

GATE

SENSOR

DOOR

SENSOR

CONC. COLUMN (TYP)

MULTI-STORY

BRICK OFFICE BUILDING

+ 455.3'

+ 455.1'

+ 456.9'

+ 452.7' + 454.7'

+ 453.0'

+ 453.6'

+ 456.6' + 454.8'

+ 456.5'

+ 455.2'

+ 454.7'

+ 456.8'

+ 456.8'

+ 456.8'

+ 459.2'

+ 458.9'

+ 460.6'

±1

0' T

O G

ER

M

AN

N

A H

W Y

454 456

O R

AN

G

E R

D

BU

S.

R O

U

TE

REMOVE PAVEMENT

REMOVE PIPES AND INLETS

REMOVE FENCE

AND GATE

REMOVE TREE

REMOVE TREE

BENCHMARK:

CHISELED SQUARE SET

ON NORTHEAST CORNER

OF CURB INLET

ELEV: 455.02'

REMOVE TREE

4 4

ADA PARKING

TO REMAIN

A

SANITARY SCHEDULE

SANITARY MH

TOP: 459.1'

*COULD NOT OPEN

SANITARY MH

TOP: 456.0'

INV IN(1): 451.1'

INV IN(2): 449.8'

INV OUT: 449.5'

SANITARY MH

TOP: 451.7'

INV IN(1): 446.5'

INV IN(2): 444.0'

INV IN(3): 447.6'

INV IN(4): 445.5'

INV OUT: 443.8'

B

C

STORM SCHEDULE

GRATED D.I.

TOP: 455.1'

INV IN(a): 453.8' INV IN(b): 453.4'

INV OUT: 453.3'

CURB INLET

TOP: 455.2'

INV IN: 452.6'

INV OUT: 452.5'

GRATED D.I.

TOP: 453.2'

INV IN: 451.3'

INV OUT: 451.2'

STORM VAULT W/ MH

TOP: 452.3'

*UNABLE TO IDENTIFY PIPES

COMING INTO STRUCTURE

BOT. STR: 445.5'

GRATED D.I.

TOP: 451.9'

INV OUT: 449.4'

GRATED D.I.

TOP: 456.4'

INV OUT: 454.2'

GRATED D.I.

TOP: 455.8'

INV IN: 454.0'

INV OUT: 453.9'

STORM MANHOLE

TOP: 457.3'

*ANY INCOMING PIPES WERE

NOT MEASURED

INV OUT: 453.5'

PAVED OVER STRUCTURE

TOP (PAVEMENT): 452.5'

INV IN(a): 447.7' INV IN(b): UNABLE TO ACCESS

INV OUT: 446.6'

CURB INLET

TOP: 451.3'

INV IN(a): 448.5' INV IN(b): 448.4'

INV OUT: 448.2'

1" = 20'

20 10 20 40

GRAPHIC SCALE IN FEET

N O

R

TH

EXISTING CONDITIONS AND DEMOLITION PLAN

C1

REVISIONS DATEBYNO.

1"

Full Scale Verification

0"

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

SITE

SURVEY NOTES

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT RESPONSIBLE

CHARGE OF JOHN E. HODNETT FROM AN ACTUAL GROUND SURVEY MADE UNDER MY

SUPERVISION; THE DATA WAS OBTAINED DECEMBER 21, 2023 AND THIS PLAT MEETS

MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

2. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND

DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE

PROPERTY.

3. THE AREA SHOWN HERON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT

LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED

BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON

COMMUNITY-PANEL MAP #51047C0230D DATED FEBRUARY 26, 2021 (REVISED).

4. HORIZONTAL CONTROL FOR THIS PROJECT IS BASED ON VIRGINIA STATE PLANE GRID

NORTH ZONE (NAD 83). VERTICAL CONTROL FOR THIS PROJECT IS BASED ON NAVD

88, GEOID MODEL 18B.

5. THE UTILITIES SHOWN HERON ARE BASED ON PAINTED MARKS PROVIDED BY VDOT

AND VISIBLE EVIDENCE IN THE FIELD. THIS SURVEY CANNOT GUARANTEE THAT ALL

UTILITIES WITHIN THE PROJECT AREA ARE SHOWN. IT SHALL BE THE RESPONSIBILITY

OF THE OWNER/CONTRACTOR TO HAVE UNDERGROUND UTILITIES MARKED PRIOR TO

EXCAVATION/LAND DISTURBANCE OF ANY KIND.

6. THIS SURVEY WAS PREPARED AT THE REQUEST OF THE VIRGINIA DEPARTMENT OF

TRANSPORTATION.

7. UNDERGROUND STORM LINES IN STRUCTURES 4 AND 9 ARE SHOWN APPROXIMATE

BASED ON FIELD EVIDENCE. ANY PROPOSED WORK ON THESE STRUCTURES SHOULD

BE FIELD VERIFIED.

BENCHMARK

SS

UG T

UG STORM DRAIN

UG SANITARY SEWER LINE

UG TELECOM LINE

EDGE OF PAVEMENT

SIGN

LIGHT POLE

UTILITY POLE

GUY WIRE

GATE MOTOR

WATER VALVEWV

SURVEY LEGEND

FENCEXX

CONCRETE

TREE

EDGE OF WOODS

BOLLARD POST

COMMUNICATIONS PEDESTAL

UTILITY JUNCTION BOX W UG WATER LINE

UG E UG ELECTRIC LINE

RIPRAP LINED DITCH

SHRUB

D

S

STORM MANHOLE

GRATED STORM INLET

SANITARY MANHOLE

JB

C

G

OH E OH ELECTRIC LINE

THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE

LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY

UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY

COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE

PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY

DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE

OF THE CONTRACTOR.

NO LESS THAN 72 WORKING HOURS PRIOR TO EXCAVATION, THE

CONTRACTOR SHALL CONTACT VIRGINIA 811 (MISS UTILITY) AND ADVISE

THE NATURE AND LOCATION OF THE WORK. SOIL SHALL NOT BE

DISTURBED UNTIL THE DIG TICKET HAS BEEN PROCESSED.

THIS DRAWING IS INTENDED

TO BE PLOTTED IN COLOR.

DEMOLITION KEY NOTES

VDOT WILL CLOSE ORANGE ROAD ENTRANCE AND PROVIDE WAYFINDING TO ALTERNATE

ENTRANCE OFF STANDPIPE ROAD FOR THE DURATION OF CONSTRUCTION.

VDOT WILL CLOSE EXISTING PARKING LOT OFF FROM THE WORK AREA AND PROVIDE

SIGNAGE FOR PARKING LOT ACCESS AND USAGE FROM ALTERNATE ENTRANCE.

REMOVE SIGN AND ASSOCIATED POST.

REMOVE SIGN POST.

REMOVE CARD READER AND ASSOCIATED BOLLARD PROTECTION.

REMOVE PIPE BOLLARD.

CONTRACTOR TO COORDINATE RELOCATE OF KNOX MEDVAULT. CONTRACTOR TO RETAIN

ASSOCIATED ENCLOSURE AND SUPPORTS. REMOVE ASSOCIATED BRANCH CIRCUIT.

TEMPORARILY RELOCATE MAILBOXES TO BE OUTSIDE THE ORANGE ROAD ENTRANCE

CLOSURE. COORDINATE MAILBOX LOCATION WITH VDOT.

REMOVE SLIDING GATE OPERATOR AND ASSOCIATED POWER AND COMMUNICATIONS.

REMOVE FIXTURE, CONCRETE COLUMN, BRANCH CIRCUIT, AND ASSOCIATED HANDHOLES.

REMOVE CONCRETE PIER, BRANCH CIRCUIT, POLE, AND LIGHT FIXTURE(S). FURNISH

LIGHT FIXTURES TO OWNER.

CONFIRM HANDHOLE IS ASSOCIATED WITH GATE OPERATOR OR OTHER BRANCH CIRCUIT

THAT IS REMOVED BY THIS PROJECT. REMOVE HANDHOLE AND BRANCH CIRCUITRY.

REMOVE UP TO (4) PLANTINGS TO PREPARE FOR DUCT BANK INSTALLATION. FIELD

COORDINATE WITH OWNER REGARDING WHICH PLANTS TO REMOVE.

IFB # 160775

UG E

U G

C U

G C

U G

E U

G E

UG C

UG C

UG C

UG E

UG E

UG E

UG C

U G

C U

G C

U G

C

UG E

U G

E U

G E

U G

E

UG E

UG

E

UG

E

UG C

UG C

UG C

UG C

UG C

UG C

UG

C

UG E

UG E

UG

E

UG C

UG C

UG C

UG E

UG E

UG

E

UG

C

UG

C

UG C

UG C

W

WV

WV

WV

S

S

S

D

D

UG E

UG E

UG T

U G

T U

G T

U G

T

UG

T

X

X

X

X

X

X

X

OH E

OH E

OH E

OH E

OH E

OH E

OH E

OH E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

OH E

OH E

OH E

UG

E

JB

O H

E

EP

UG

T

C

C

G

GAT

E

C.

L.

F

EN

CE

C.

L.

F

EN

CE

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

12" TC

8" C

O N

4" CI

10" TC

8" PVC

8" PVC

6" P

VC (1)

(2)

(1)

(3)

(4)

(2)

A

B

C

D

12" RCP 24" RCP

12" RCP

6" TC

6" T

C

18" C M

P

24" RCP

" C

M P

30" RCP

" R

C P

(b

15" RCP

24" RCP

INV OUT: 444.7'

INV IN: 448.4'

INV IN: 448.8'

D

(a) (b)

(a)

(b)

15" RCP (a)

MIXED HARDWOODS

20" CHERRY

GATE

SENSOR

DOOR

SENSOR

MULTI-STORY

BRICK OFFICE BUILDING

+ 455.3'

+ 455.1'

+ 456.9'

+ 452.7' + 454.7'

+ 453.0'

+ 453.6'

+ 456.6' + 454.8'

+ 456.5'

+ 455.2'

+ 454.7'

+ 456.8'

+ 456.8'

+ 456.8'

+ 459.2'

+ 458.9'

+ 460.6'

±1

0' T

O G

ER

M

AN

N

A H

W Y

454 456

GUARD HOUSE

F.F.=456.90

O R

AN

G

E R

D

BU

S.

R O

U

TE

458.10 P=MG

455.70 P

456.30 P=SW

455.80 TC

455.30 P

457.70 P=MG

456.10 P

458.30 TC

457.80 P

456.60 TC

456.10 P

456.50 TC

456.00 P

456.40 TC

455.90 P

456.40 TC

455.90 P

454.90 TC

454.40 P

456.80 SW

456.60 SW

456.40 SW

456.40 SW

456.00 SW

455.40 P=SW

456.00 P

455.10 TC

454.60 P

453.70 TC

453.20 P

456.80 SW

458.50 SW

456.55 SW

458.70 P=MG

455.70 TC

455.20 P

455.65 P

UG E

U G

C U

G C

U G

E U

G E

UG C

UG C

UG C

UG E

UG E

UG E

UG C

U G

C U

G C

U G

C

UG E

U G

E U

G E

U G

E

UG E

UG

E

UG

E

UG C

UG C

UG C

UG C

UG C

UG C

UG

C

UG E

UG E

UG

E

UG C

UG C

UG C

UG E

UG E

UG

E

UG

C

UG

C

UG C

UG C

W

WV

WV

WV

S

S

S

D

D

UG E

UG E

UG T

U G

T U

G T

U G

T

UG

T

X

X

X

X

X

X

X

OH E

OH E

OH E

OH E

OH E

OH E

OH E

OH E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

OH E

OH E

OH E

UG

E

JB

O H

E

EP

UG

T

C

C

G

GAT

E

C.

L.

F

EN

CE

C.

L.

F

EN

CE

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

12" TC

8" C

O N

4" CI

10" TC

8" PVC

8" PVC

6" P

VC (1)

(2)

(1)

(3)

(4)

(2)

A

B

C

D

12" RCP 24" RCP

12" RCP

6" TC

6" T

C

18" C M

P

24" RCP

" C

M P

30" RCP

" R

C P

(b

15" RCP

24" RCP

INV OUT: 444.7'

INV IN: 448.4'

INV IN: 448.8'

D

(a) (b)

(a)

(b)

15" RCP (a)

MIXED HARDWOODS

20" CHERRY

GATE

SENSOR

DOOR

SENSOR

MULTI-STORY

BRICK OFFICE BUILDING

±1

0' T

O G

ER

M

AN

N

A H

W Y

KEEP EXISTING

SLIDING GATE

GUARD HOUSE

F.F.=456.90

O R

AN

G

E R

D

BU

S.

R O

U

TE

VDOT STD. CG-2

16'

28'

12'

12'

5' SIDEWALK (TYP)

VDOT STD. CG-6

4'

AUTOMATIC

SLIDING GATE

34' OPENING BARRIER GATE (TYP)

ACCESS CONTROL

INTERCOM

COORDINATE PAVEMENT AND

SIDEWALK WITH PROPOSED

IMPROVEMENTS TO ORANGE ROAD

BOLLARD (TYP)

VDOT STD. CG-2

CHAIN LINK FENCE

VDOT STD. CG-2 R30'

R100'

R18'

R6' R20'

R7'

R3'

VDOT STD. CG-12 TYPE B

VDOT STD. CG-12 TYPE B

FUTURE SIDEWALK

EXTENSION TO BE

BY VDOT

VDOT STD. CG-12 TYPE B

BADGE READER (TYP)

ADJUST VALVE TO

MATCH FINISH GRADE

STORM STRUCTURE SCHEDULE

VDOT STD. DI-7 (GRATE B)

TOP=455.10

INV IN=453.80 (EX. 6")

INV IN=453.40 (EX. 6")

INV OUT=452.30

STORM SEWER SCHEDULE

89 LF OF 18" CL III RCP @ 1.1%

INV IN=452.30; INV OUT=451.3013

SITE AND GRADING PLAN

C2

REVISIONS DATEBYNO.

1"

Full Scale Verification

0"

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

SITE

CONTOUR456

CONCRETE

PROPOSED LEGEND

FF FINISHED FLOOR

P PAVEMENT

TC TOP OF CURB

STORM SEWER

CHAIN LINK FENCE

NEW ASPHALT PAVEMENT

2" SM-9.5A MILL AND OVERLAY

STORM SEWER INLET

UG E UNDERGROUND ELECTRIC

UG C UNDERGROUND COMMUNICATIONS

SITE AND GRADING NOTES

1. ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNECTION POINTS PRIOR TO

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. IF POTENTIAL CONFLICTS ARE DETECTED, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.

3. SEE MEP PLANS FOR PROPOSED SITE ELECTRICAL AND COMMUNICATIONS IMPROVEMENTS.

4. PROPOSED FENCING SHALL COMPLY WITH VDOT STD. FE-CL AND R&B SPEC SECTION 242.

FENCING SHALL BE 6' TALL VINYL-COATED CHAIN LINK.

5. PAVEMENT MARKINGS ARE TO BE BY VDOT. DIRECTIONAL ARROWS WILL BE INSTALLED BY VDOT

ONCE OPERATIONAL FLOW PATTERNS ARE CONFIRMED BY VDOT.

6. ALL FILL SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. ALL FILL SHALL BE

PLACED IN 8" LOOSE LIFTS.

7. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING

FILL MATERIAL.

8. PROVIDE PERMANENT SEEDING AND MULCHING IN ALL DISTURBED AREAS NOT OTHERWISE

STABILIZED. PLACE A MINIMUM OF 4" OF TOPSOIL IN AREAS TO BE SEEDED. IN AREAS OF

EXISTING PAVEMENT THAT WILL BE SEEDED, THE FULL DEPTH OF PAVEMENT AND STONE SHALL

BE REMOVED, AND THE UNDERLYING SUBGRADE SCARIFIED PRIOR TO TOPSOIL PLACEMENT.

9. CONTRACTOR RESPONSIBLE FOR OBTAINING AN APPROVED E&S PLAN FOR ALL OFFSITE WASTE

OR BORROW AREAS IF NEEDED.

10. ALL STORM PIPE IS TO BE INSTALLED PER VDOT STANDARD PB-1. PIPE MATERIAL SHALL

CONFORM TO VDOT SPECIFICATION SECTION 232.

11. ALL STORM PIPE IS TO BE INSTALLED WITH SILT-TIGHT JOINTS UNLESS NOTED OTHERWISE.

12. PROVIDE INLET PROTECTION ON ALL STORM INLETS PER VDOT STD. EC-6. ADDITIONAL ESC

MEASURES MAY BE REQUIRED BY INSPECTION ENGINEER IF WARRANTED BY THE FIELD

CONDITIONS.

13. ALL STORM SEWER STRUCTURES TO HAVE INVERT SHAPING PER VDOT STD. IS-1.

1" = 20'

20 10 20 40

GRAPHIC SCALE IN FEET

N O

R

TH

SITE PLAN GRADING PLAN

THIS DRAWING IS INTENDED

TO BE PLOTTED IN COLOR.

DETAILS

C3

REVISIONS DATEBYNO.

1"

Full Scale Verification

0"

ANDREW S. KLEPAC

Lic. No. 048440

3/13/2026

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD

LYNCHBURG VA 24501

HANDP.COM WEBSITE

434.847.7796 MAIN

434.847.0047 FAX

INSPIRED / RESPONSIVE / TRUSTED

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

SITE

ASPHALT PAVEMENT

N.T.S.

8" VDOT #21B STONECOMPACTED SUBGRADE

2" VDOT SM-9.5A

NOTE: APPLICATION OF TACK AT JOINTS,

ADJACENT TO CURBS, GUTTERS OR OTHER

APPURTENANCES SHALL BE APPLIED BY

HAND WAND AT THE RATE OF 0.2 GAL./SQ.YD.

CRS-1 @ 0.05 GAL/SY

4" VDOT BM-25.0

CONCRETE SIDEWALK

N.T.S.

CONCRETE TO BE POURED IN ACCORDANCE WITH VDOT SPEC.

SECTION 316 WITH A WOOD FLOAT FINISH. CONSTRUCTION

JOINTS TO BE AT 6' INTERVALS, ISOLATION JOINTS TO BE AT

30' INTERVALS FILLED W/ PRE-MOLDED 1/2" JOINT FILLER.

4" CONCRETE: 3,500 PSI

NON-STRUCTURAL

CONCRETE, EXPOSURE

CLASS F3, AIR-ENTRAINED.

6" VDOT #21B STONE

#6 X 6' X 6"

WOVEN WIRE

COMPACTED SUBGRADE

SLOPE TO DRAIN

PER PLAN12" (TYP)

METALLIC

LOCATING WIRE

(TYP FOR ALL

INSTALLATIONS)

X

X

X

X

X

X

X

SCALE:

NORTH

10'5'0 20' 1"=10'-0"

ENLARGED SITE PLAN

GUARD HOUSE,

SEE DRAWING AS2

BARRIER ARM,

SEE DETAILS,

THIS DRAWING,

TYPICAL OF (2)

6" C

LR,

MIN

1'-6" C

LR,

MIN

GUARD HOUSE,

FOUNDATION PAD

SLIDING GATE

OPERATOR

AS1 AS1

BOLLARD,

TYP OF (7)

CONC

ISLAND

ACCESS CONTROL

FOR CARD READER

TO OPEN GATE FOR

PEDESTRIANS AFTER

HOURS

ACCESS CONTROL &

INTERCOM PEDESTAL,

SEE DETAIL, DWG E5,

TYP OF (3)

NOTES:

1. WHERE FOOTING IS NOT TOPPED

BY CONCRETE ISLAND OR

SIDEWALK, RAISE TOP OF

FOOTING TO GRADE, BROOM

FINISH TOP, AND CHAMFER

CORNERS.

2. FOR FOUNDATIONS IN

CONCRETE ISLAND, SEE

SECTION 1, THIS DRAWING.

1'-6"Ø

OR GRADE

SCALE:

3"0 6" 1' 2'

1"=1'-0"

BOLLARD DETAIL

SCALE:

3"0 6" 1' 2'

1"=1'-0"

BARRIER ARM FOUNDATION DETAIL

2'-0"Ø

1'-3"±

COAT BOLLARD

W/MASTIC OR 1/16"

BUTYL RUBBER TAPE

BELOW T/CONC

2' -6

4'

-0

1"

PLASTIC COVERED 6"Ø

SCHEDULE 40 GALVANIZED

STEEL BOLLARD FILLED

W/CONCRETE

PLASTIC COVER EXTENDS

TO TOP OF SLAB

1/2" ISOLATION JOINT

W/JOINT FILLER

6"

T/CONCRETE

SEE PLAN

T/CONCRETE ACCESS CONTROL &

INTERCOM PEDESTAL

T/FOOTING

8"

2' -6

ANCHOR BOLTS PER

MANUFACTURER

SCALE:

3"0 6" 1' 2'

1"=1'-0"

ACCESS CONTROL AND INTERCOM PEDESTAL FOUNDATION DETAIL

1'-6"Ø

2' -6

ANCHOR BOLTS PER

MANUFACTURER

NOTES:

1. FOR FOUNDATIONS IN

CONCRETE ISLAND,

SEE SECTION 1, THIS

DRAWING

T/FOOTING

THICKEN CONCRETE

SIDEWALK AS NEEDED

TO ENCASE BOLLARD

NOTES:

1. WHERE FOOTING IS NOT TOPPED

BY CONCRETE ISLAND OR

SIDEWALK, RAISE TOP OF

FOOTING TO GRADE, BROOM

FINISH TOP, AND CHAMFER

CORNERS.

8" M

IN

EM

BE

D

8" M

IN

EM

BE

D

16'-0"

EQ EQ

1'-6" 1'-6" 1'-6" 2'-0"

8"

3" CLR, MIN

8"

3" CLR, MIN

2' -0

2' -0

1/

2" C

LR

M

IN

1/

2" C

LR

M

IN

BOLLARD

ACCESS CONTROL &

INTERCOM PEDESTAL

BOLLARD

BARRIER ARM

ASPHALTASPHALT

8" 6"

8"

8"

#4@12"

EACH WAY,

SEE BOLLARD,

THIS DRAWING

SEE BOLLARD,

THIS DRAWING

TYPICAL

MATCH PROFILE OF

VDOT CG-2 CURB

SCALE:

6"0 1' 2' 5'

1/2"=1'-0"

SECTION1

AS1 AS1

ANCHOR BOLTS PER

MANUFACTURER

ANCHOR BOLTS PER

MANUFACTURER

6" M

IN

EM

BE

D

6" M

IN

EM

BE

D

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

CONSTRUCTION NOTES:

1. COORDINATE BARRIER ARM CABINET ACCESS DOOR AND BOLLARD LOCATION TO

PROVIDE UNOBSTRUCTED ACCESS TO CABINET.

2. WHERE BOLLARD FOUNDATION CONFLICTS WITH VDOT CG-2 CURB OR ISLAND

TURNDOWN, CAST CURB AROUND BOLLARD FOUNDATION.

XX

ENLARGED SITE PLAN

AND DETAILS

AS1

AMSL ABOVE MEAN SEA LEVEL

ARCH ARCHITECTURAL

B/ BOTTOM OF

BD BAR DIAMETER

BOT BOTTOM

BP BASE PLATE

℄ CENTERLINE

CJ CONTROL / CONSTRUCTION JOINT

CLR CLEAR

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

Ø DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

(E) EXISTING

EQ EQUAL

FF FINISHED FLOOR

FS FOOTING STEP

GA GAUGE

GALV GALVANIZED

LOC LOCATION

MAX MAXIMUM

MIN MINIMUM

OC ON CENTER

OD OUTSIDE DIAMETER

PSF POUNDS PER SQUARE FOOT

R RISER

REINF REINFORCEMENT

SEC SECTION

SIM SIMILAR

T TREAD

T/ TOP OF

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

WWF WELDED WIRE FABRIC

W/ WITH

ABBREVIATIONS:

WILLIAM L. ALLEN

Lic. No. 034677

03/13/2026

IFB # 160775

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

H

SCALE:

NORTH

6"0 1' 2' 5' 1/2"=1'-0"

GUARD HOUSE PLAN

8'-0"

8' -0

GUARD HOUSE

SCALE:

NORTH

6"0 1' 2' 5' 1/2"=1'-0"

FOUNDATION PLAN

10'-0"

'-0

NOTES:

1. EXTERIOR DIMENSIONS TO BE VERIFIED

WITH GUARD HOUSE MANUFACTURER.

8"

8"

TYP

TY

P

AS2 AS2

SCALE:

6"0 1' 2' 5'

1/2"=1'-0"

ELEVATIONA

AS2 AS2

6" CONCRETE SLAB

OVER VAPOR

BARRIER OVER 6"

COMPACTED 21A

STONE BASE.

REINFORCE WITH

WWF6x6-W2.9xW2.9.

B

AS2 AS2

SCALE:

6"0 1' 2' 5'

1/2"=1'-0"

ELEVATIONB

AS2 AS2

A

AS2 AS2

PRECAST CONCRETE

SPLASH BLOCK

DS

PRECAST CONCRETE

SPLASH BLOCK

DS

MIN

M

IN

9"

9"

(4) 1/2"Ø ASTM F1554,

GRADE 36 THREADED ROD

W/HILTI HIT-HY200 V3

ADHESIVE; EMBED 4" MIN.

LOCATE AS REQUIRED BY

GUARD HOUSE

MANUFACTURER

T/CONC SLAB

(456.60')

T/FINISHED FLOOR

(456.90')

T/CONC SLAB

(456.60')

T/FINISHED FLOOR

(456.90')

DS

SPLASH BLOCK

DS

SPLASH BLOCK

WORK COUNTER

AS2 AS2

T/ROOF

(465.27')

T/ROOF

(465.27')

2'-0"

MAXIMUM

2' -0

8"

T/CONC SLAB

EXTERIOR FACE OF

GUARD HOUSE

SCALE:

0 3'1'6" 2'

3/4"=1'-0"

SECTION1

AS2 AS2

3/4" CHAMFER WHERE

ADJACENT TO SOIL;

ISOLATION JOINT WHERE

ADJACENT TO CONCRETE

SE

E

PL

AN

#4 BAR, CONT

SCALE:

0 3'1'6" 2'

3/4"=1'-0"

SECTION2

AS2 AS2

4"

7' -6

3' -0

4'

-6

2' -8

WINDOW FRAME

COUNTER

STORAGE DRAWER

INNER PANEL

INSULATION

BRICK PANEL

FLOORBASE FRAMING

2" GROMMET FOR

ELECTRICAL &

COMMUNICATIONS

ACCESS AT EACH

CORNER BEHIND

DRAWER

ROOF, FASCIA,

& CEILING

THERMAL SAFETY

GLAZING

INSULATION

INSULATION

M

IN

IM

U

M

(EACH END OF

COUNTER)

1' -0

2'-6"

SCALE:

1'6"3"0 9"

1 1/2"=1'-0"

CONCRETE SPLASH BLOCK

4"

2"

NOTES:

1. INSTALL DOWNSPOUT BASE AND SPLASH BLOCK FOR POSITIVE

DRAINAGE AWAY FROM BUILDING.

DOWNSPOUT BASE

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

GUARD HOUSE PLANS,

ELEVATION, AND DETAILS

AS2

WILLIAM L. ALLEN

Lic. No. 034677

03/13/2026

IFB # 160775

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

VIRGINIA DEPARTMENT OF TRANSPORTATION

CULPEPER DISTRICT ENTRANCE

PROJECT CODE: 501-B4501-002

CULPEPER, VIRGINIA

23135 2026-03-13

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

GENERAL NOTES:

GENERAL:

1. GOVERNING BUILDING CODE:

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

2. MINIMUM DESIGN SUPERIMPOSED LOAD CRITERIA: FOR FLAT ROOFS AND ROOFS WITH A SLOPE OF LESS THAN FOUR (4) INCHES PER FOOT, ACTUAL DESIGN LOADS SHALL BE CALCULATED FOR LIVE LOAD, SNOW LOAD, ICE, WATER AND COMBINATIONS OF THESE LOADS, BUT SHALL BE NO LESS THAN

THE MINIMUM SUPERIMPOSED LOAD PER CPSM 6.1.4.1.: 30 PSF

3. FLOOR LIVE LOADS:

FLOOR LIVE LOAD, UNIFORM: 100 PSF, UON

FLOOR LIVE LOAD, CONCENTRATED: 2,000 LBS, UON

4. ROOF LIVE LOAD:

ROOF LIVE LOAD: 20 PSF

5. WIND LOAD CRITERIA:

ULTIMATE DESIGN WIND SPEED (3-SEC GUST): 111 MPH

NOMINAL DESIGN WIND SPEED: 85.98 MPH

BUILDING RISK CATEGORY: II

WIND EXPOSURE CONDITION: C

INTERNAL PRESSURE COEFFICIENT (GCPI): 0.18 +/-

6. SNOW LOAD CRITERIA:

GROUND SNOW LOAD (PG): 59.0 PSF

FLAT ROOF SNOW LOAD (PF): 41.3 PSF

SNOW EXPOSURE FACTOR (CE): 1.00

SNOW THERMAL FACTOR (CT): 1.00

7. RAIN LOAD CRITERIA:

RAIN INTENSITY (I): 5.98 IN/HR

8. SEISMIC LOAD CRITERIA:

BUILDING RISK CATEGORY: II

SEISMIC IMPORTANCE FACTOR (IE): 1.0

MAPPED SPECTRAL RESPONSE COEFFICIENT, (SS): 0.19

MAPPED SPECTRAL RESPONSE COEFFICIENT, (S1): 0.05

SITE CLASS (ASSUMED): D

SPECTRAL RESPONSE COEFFICIENT, (SDS): 0.150

SPECTRAL RESPONSE COEFFICIENT, (SD1): 0.070

SEISMIC DESIGN CATEGORY: B

SEISMIC FORCE RESISTING SYSTEM: TO BE DETERMINED BY GUARD HOUSE

MANUFACTURER

DESIGN BASE SHEAR: TO BE DETERMINED BY GUARD HOUSE

MANUFACTURER

SEISMIC RESPONSE COEFFICIENT, (CS): TO BE DETERMINED BY GUARD HOUSE

MANUFACTURER

RESPONSE MODIFICATION FACTOR (R): TO BE DETERMINED BY GUARD HOUSE

MANUFACTURER

ANALYSIS PROCEDURE USED: TO BE DETERMINED BY GUARD HOUSE

MANUFACTURER

9. CONTRACT DRAWINGS SHALL NOT BE MARKED AND SUBMITTED AS SHOP DRAWINGS.

10. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS, DIMENSIONS, AND ELEVATIONS

BEFORE PROCEEDING WITH CONSTRUCTION.

11. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND PROTECT FROM

DAMAGE DURING EXCAVATION AND BACKFILLING OPERATIONS.

12. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND MATERIAL CERTIFICATIONS FOR REVIEW FOR THE FOLLOWING ITEMS. DO NOT FABRICATE MATERIALS UNTIL SUBMITTALS HAVE BEEN REVIEWED AND ALL

EXCEPTIONS HAVE BEEN RESOLVED.

A. CONCRETE MIX DESIGNS, TESTS, AND CERTIFICATES PER ACI 301

B. CONCRETE REINFORCING STEEL SHOP DRAWINGS

C. REBAR AND WWF PRODUCT DATA

D. ISOLATION JOINT MATERIAL

E. JOINT FILLER

F. VAPOR RETARDER PRODUCT DATA

G. ADHESIVE ANCHORS PRODUCT DATA

14. THE FOLLOWING SHALL BE TESTED BY AN INDEPENDENT TESTING AND INSPECTION FIRM PROVIDED BY THE OWNER. TEST FIRM SHALL REPORT FAILS IMMEDIATELY TO THE ARCHITECT/STRUCTURAL ENGINEER OF RECORD AND OWNER. TEST FIRM SHALL PROVIDE WRITTEN REPORTS FOR REVIEW BY

THE ARCHITECT/STRUCTURAL ENGINEER OF RECORD AND OWNER WITHIN 48 HOURS OF TESTING

COMPLETION INCLUDING:

A. BEARING AT BOTTOM OF FOOTING EXCAVATIONS

B. COMPACTION OF FILL MATERIALS

C. REINFORCEMENT PLACEMENT

D. CONCRETE COMPRESSIVE STRENGTH

E. CONCRETE SLUMP

F. CONCRETE AIR CONTENT

G. CONCRETE TEMPERATURE

H. CONCRETE PLACEMENT

I. CONCRETE CURING PROCEDURES AND MAINTENANCE OF CONCRETE TEMPERATURE

J. ANCHORS CAST IN CONCRETE

FOUNDATIONS:

1. DESIGN SOIL BEARING CAPACITY: 1500 PSF (ASSUMED)

2. WHERE FOOTING OR SLAB ON GRADE IS TO BE PLACED ON FILL, ALL TOPSOIL, ROOTS, TRASH, AND OTHER EXTRANEOUS MATERIALS SHALL BE REMOVED AND REPLACED WITH SELECT FILL COMPACTED TO A MINIMUM OF 98% OF ITS MAXIMUM DENSITY AT ITS OPTIMUM MOISTURE CONTENT AS MEASURED BY THE STANDARD PROCTOR METHOD (ASTM D698). THE TOP 12" SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98%. EACH LAYER OF FILL SHALL BE NO GREATER THAN 6" THICK AND SHALL BE

COMPACTED AS SPECIFIED PRIOR TO PLACEMENT OF THE FOLLOWING LAYER.

3. OWNER SHALL ENGAGE A TESTING AND INSPECTION FIRM WITH A QUALIFIED GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA TO INSPECT AND APPROVE THE SUBGRADE INCLUDING FILL AND BACKFILL MATERIALS AND OPERATIONS. ALL FOUNDATION BEARING STRATA SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO ANY CONCRETE PLACEMENT. IF UNSUITABLE SOILS ARE ENCOUNTERED, THE GEOTECHNICAL ENGINEER AND THE

STRUCTURAL ENGINEER OF RECORD SHALL DETERMINE THE MEANS OF CORRECTIVE ACTION

INCLUDING, BUT NOT LIMITED TO, ITEMS NOTED BELOW:

A. FOOTING BEARING ELEVATIONS MAY BE LOWERED WHERE REQUIRED TO OBTAIN THE DESIGN SOIL

BEARING CAPACITY SPECIFIED ABOVE.

B. FOOTINGS MAY BE UNDERCUT AND BACKFILLED WITH COMPACTED STONE OR INCREASED IN

THICKNESS AS REQUIRED TO OBTAIN THE DESIGN SOIL BEARING CAPACITY NOTED ABOVE.

4. FOOTING EXCAVATIONS SHALL NOT BE LEFT OPEN OVER NIGHT WHEN RAIN IS FORECAST. OPEN EXCAVATIONS LEFT EXPOSED TO RAIN, SNOW, OR ICE SHALL HAVE A LAYER OF 3" LEAN CONCRETE

PLACED AHEAD OF WEATHER CONDITIONS FOR PROTECTION.

5. TO MINIMIZE WEATHERING, THE LAST 6 INCHES OF EXCAVATION FOR ALL FOOTINGS SHALL BE MADE

IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS.

6. BEFORE PLACING CONCRETE FOOTINGS, VERIFY ELECTRICAL GROUNDING CONNECTIONS TO REBAR

ARE IN PLACE AND TESTED. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

7. ALL SLABS ON GRADE SHALL BE PLACED OVER VAPOR RETARDER OVER 6" BASE OF WELL-COMPACTED

STONE. THE STONE SHALL BE PLACED ON ORIGINAL SOIL OR ON COMPACTED EARTH FILL AS

DESCRIBED ABOVE.

8. VAPOR RETARDER SHALL BE POLYETHYLENE SHEET IN ACCORDANCE WITH ASTM D4397, NOT LESS

THAN 15 MILS THICK.

9. PLACE CONCRETE FOR SLAB ON GRADE IN CONTINUOUS STRIPS AND PROVIDE CRACK CONTROL JOINTS AT LOCATIONS INDICATED ON PLAN OR A MAXIMUM SPACING OF 15 FEET ON CENTER, UNLESS

OTHERWISE NOTED.

CONCRETE:

1. CONCRETE MIXTURES SHALL COMPLY WITH ACI 301. PREPARE NORMAL-WEIGHT CONCRETE (145 PCF) DESIGN MIXES UNLESS OTHERWISE NOTED, PROPORTIONED ACCORDING TO ACI 301, AS FOLLOWS:

CLASS A: ACCESS CONTROL PEDESTAL, BARRIER ARM, AND BOLLARD FOOTINGS:

A. EXPOSURE CLASS: ACI 318 F1.

B. MINIMUM COMPRESSIVE STRENGTH: 3500 PSI AT 28 DAYS.

C. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.55

D. SLUMP LIMIT: 4 INCHES +/- 1 INCH

E. AIR CONTENT: 4.5% (+/- 1.5%)

CLASS B: GUARD HOUSE SLAB AND CONCRETE ISLAND:

A. EXPOSURE CLASS: ACI 318 F3.

B. MINIMUM COMPRESSIVE STRENGTH: 5000 PSI AT 28 DAYS.

C. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.40

D. SLUMP LIMIT: 3 INCHES +/- 1 INCH

E. AIR CONTENT: 6% (+/- 1.5%)

2. READY MIXED CONCRETE PRODUCER SHALL CONFORM TO QUALIFICATIONS BY ASTM C94.

3. MEASURE, BATCH, MIX, AND DELIVER CONCRETE ACCORDING TO ASTM C94 AND ASTM C1116. WHEN AIR TEMPERATURE IS ABOVE 90 DEG F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES.

4. ALL DETAILING, FABRICATION AND PROCEDURES OF CONCRETE PLACEMENT SHALL CONFORM WITH THE LATEST EDITIONS OF ACI 301 - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 315 - "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", AND ACI 318 - "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

5. REINFORCING BARS SHALL BE ROLLED FROM NEW BILLET STEEL CONFORMING TO ASTM A615 AND BE

GRADE 60 DEFORMED, UNLESS OTHERWISE NOTED.

6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND A82 HAVE END LAPS OF ONE FULL MESH

PLUS 2" BETWEEN CROSS WIRES AND EDGE LAPS OBTAINED BY OVERLAPPING LONGITUDINAL

SELVAGE WIRES 2" AND WIRING ALL LAPS SECURELY TOGETHER. WELDED WIRE FABRIC SHALL EXTEND INTO SUPPORT BEAMS AND WALLS FOR ANCHORAGE UNLESS AN EXPANSION JOINT IS INDICATED.

7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCEMENT, UNLESS

OTHERWISE NOTED:

A. CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THROUGH #18 BARS 2"

#5 BAR AND SMALLER 1 1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS, WALLS, AND JOISTS 3/4"

BEAMS AND COLUMNS 1 1/2"

8. ISOLATION JOINT MATERIAL SHALL BE 1/2" THICK ASPHALT-SATURATED CELLULOSIC FIBER IN

ACCORDANCE WITH ASTM D1751, UNLESS OTHERWISE NOTED.

9. LAP ALL REINFORCING SPLICES AT LEAST 48 BAR DIAMETERS UNLESS OTHERWISE NOTED. SPLICE

LOCATIONS SHALL BE STAGGERED FOR PARALLEL BARS.

10. ALL REINFORCING SHALL BE SECURELY WIRED TOGETHER IN FORMS AS CALLED FOR IN "PLACING

REINFORCING BARS" BY CRSI, LATEST EDITION.

11. NO TORCH CUTTING, HEAT BENDING, OR WELDING OF REINFORCING SHALL BE DONE, UNLESS

OTHERWISE NOTED.

12. CHAMFER EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE NOTED.

13. CEMENTITIOUS MATERIAL: USE CEMENTITIOUS MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE, THROUGHOUT PROJECT. PORTLAND CEMENT SHALL BE ASTM C150, TYPE 1/11, GRAY. SUPPLEMENT

WITH FLY ASH IN ACCORDANCE WITH ASTM C618, CLASS F AND GROUND GRANULATED

BLAST-FURNACE SLAG IN ACCORDANCE WITH ASTM C989, GRADE 100 OR 120. SILICA FUME SHALL BE

ASTM C1240, AMORPHOUS SILICA.

14. NORMAL-WEIGHT AGGREGATES: ASTM C33, CLASS 3S COARSE AGGREGATE OR BETTER, GRADED.

PROVIDE AGGREGATES FROM A SINGLE SOURCE WITH DOCUMENTED SERVICE RECORD DATA OF AT LEAST 10 YEARS' SATISFACTORY SERVICE IN SIMILAR APPLICATIONS AND SERVICE CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS MATERIALS. MAXIMUM COARSE-AGGREGATE SIZE SHALL BE 1 INCH NOMINAL. FINE AGGREGATES SHALL BE FREE OF MATERIALS WITH DELETERIOUS REACTIVITY

TO ALKALI IN CEMENT.

15. WATER SHALL BE ASTM C94 AND POTABLE.

16. AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260.

17. CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C494 AND BE WATER REDUCING. CONTRACTOR

SHALL NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE.

18. JOINT FILLER SHALL BE TWO COMPONENT, POLYUREA ELASTOMER, FLEXIBLE, 100 PERCENT SOLIDS FOR EXTERIOR APPLICATION. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF JOINT FILLER/SEALANT

WITH FLOORING, SEALING, AND CURING MANUFACTURING.

19. COMPLY WITH THE LATEST EDITION OF CRSI'S “MANUAL OF STANDARD PRACTICE” FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.

20. BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT ALL REQUIRED INSPECTIONS HAVE BEEN PERFORMED.

21. PLACE CONCRETE IN A CONTINUOUS OPERATION AND CONSOLIDATE USING MECHANICAL VIBRATING

EQUIPMENT.

22. PROTECT CONCRETE FROM PHYSICAL DAMAGE, PREMATURE DRYING, AND REDUCED STRENGTH DUE

TO HOT OR COLD WEATHER DURING MIXING, PLACING, AND CURING.

23. SLAB FINISHES SHALL COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING,

RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. APPLY FINISHES TO

FLOORS AND SLABS NOTED BELOW:

A. BROOM FINISH SHALL BE APPLIED TO GUARD HOUSE SLAB, CONCRETE ISLAND, AND AS INDICATED.

IMMEDIATELY AFTER FLOAT FINISHING, SLIGHTLY ROUGHEN TRAFFICKED SURFACE BY BROOMING WITH FIBER-BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED

FINAL FINISH WITH OWNER BEFORE APPLICATION.

24. SAW CUT CONTROL JOINTS (CJ) AS SHOWN ON PLAN AFTER INITIAL GEL AND WITHIN 24 HOURS OF

POUR. GEL MUST BE SUITABLE TO PREVENT SURFACE FRACTURING DURING SAW CUT.

25. BEGIN CURING CONCRETE SLABS AFTER FINISHING.

26. PROTECT CONCRETE FROM DAMAGE. REPAIR SURFACE DEFECTS IN FORMED CONCRETE AND SLABS.

27. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE, OR DURING PLACEMENT UNLESS APPROVED BY STRUCTURAL ENGINEER OF RECORD. BEFORE TEST SAMPLING AND PLACING CONCRETE, WATER MAY BE ADDED AT PROJECT SITE, SUBJECT TO LIMITATIONS OF ACI 301 AND STRUCTURAL ENGINEER OF RECORD APPROVAL. DO NOT ADD WATER TO CONCRETE AFTER ADDING

HIGH-RANGE WATER-REDUCING ADMIXTURES TO MIXTURE.

28. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE

SEAMS OR PLANES OF WEAKNESS.

29. DEPOSIT AND CONSOLIDATE CONCRETE FOR SLABS IN A CONTINUOUS OPERATION. CONSOLIDATE

CONCRETE DURING PLACEMENT OPERATIONS SO CONCRETE IS THOROUGHLY WORKED AROUND

REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNERS. MAINTAIN REINFORCEMENT IN

POSITION ON CHAIRS DURING CONCRETE PLACEMENT. SCREED SLAB SURFACES WITH A

STRAIGHTEDGE AND STRIKE OFF TO CORRECT ELEVATIONS. SLOPE SURFACES UNIFORMLY TO DRAIN WHERE REQUIRED. BEGIN INITIAL FLOATING USING BULL FLOATS OR DARBIES TO FORM A UNIFORM

AND OPEN-TEXTURED SURFACE. DO NOT FURTHER DISTURB SLAB SURFACES BEFORE STARTING

FINISHING OPERATIONS.

30. COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECT CONCRETE WORK

FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING

ACTIONS, OR LOW TEMPERATURES. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEG F FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED CONCRETE MIXTURE

TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY ACI 301. DO NOT USE FROZEN

MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN

SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS

UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS.

31. HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 301. MAINTAIN CONCRETE TEMPERATURE BELOW 90 DEG F AT TIME OF PLACEMENT. CHILLED MIXING WATER OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE, PROVIDED WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT

OF MIXING WATER. USING LIQUID NITROGEN TO COOL CONCRETE IS CONTRACTOR'S OPTION.

FOG-SPRAY FORMS, STEEL REINFORCEMENT, AND SUBGRADE JUST BEFORE PLACING CONCRETE.

KEEP SUBGRADE UNIFORMLY MOIST WITHOUT STANDING WATER, SOFT SPOTS, OR DRY AREAS.

32. CURE CONCRETE ACCORDING TO ACI 308.1 MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS THAN SEVEN DAYS WITH WATER, CONTINUOUS WATER-FOG SPRAY, ABSORPTIVE

COVER, WATER SATURATED, AND KEPT CONTINUOUSLY WET. COVER CONCRETE SURFACES AND

EDGES WITH 12 INCH LAP OVER ADJACENT ABSORPTIVE COVERS.

33. OWNER SHALL ENGAGE A TESTING AND INSPECTION FIRM TO PERFORM FIELD TESTS ON CONCRETE

AND REBAR AND TO SUBMIT TEST REPORTS FOR VALIDATION WITH DESIGN PARAMETERS NOTED

ABOVE.

34. INSPECTIONS SHALL INCLUDE STEEL REINFORCEMENT PLACEMENT, VERIFICATION OF USE OF REQUIRED DESIGN MIXTURE, CONCRETE PLACEMENT, INCLUDING CONVEYING AND DEPOSITING, AND

CURING PROCEDURES AND MAINTENANCE OF CURING TEMPERATURE.

35. CONCRETE TESTS: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C172. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE EXCEEDING 5 CUBIC YARDS, BUT LESS THAN 25 CUBIC YARDS, PLUS ONE

SET FOR EACH ADDITIONAL 50 CUBIC YARDS OR FRACTION THEREOF.

36. SLUMP: ASTM C143; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE. PERFORM ADDITIONAL

TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.

37. AIR CONTENT: ASTM C231, PRESSURE METHOD, FOR NORMAL-WEIGHT CONCRETE; ONE TEST FOR

EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH

CONCRETE MIXTURE.

38. COMPRESSION TEST CYLINDERS: ACI 318; CAST AND LABORATORY CURE THREE SETS OF TWO 6 x 12 INCH CYLINDERS OR THREE SETS OF THREE 4 x 8 INCH CYLINDERS FOR EACH COMPOSITE SAMPLE.

TEST ONE SET OF LABORATORY CURED CYLINDERS AT 7 DAYS AND ONE SET AT 28 DAYS. HOLD ONE SET OF LABORATORY CURED CYLINDERS IN RESERVE. ALSO, CAST AND FIELD CURE ONE SET OF TWO 6 x 12 INCH CYLINDERS OR ONE SET OF THREE 4 x 8 INCH CYLINDERS. THE FIELD CURE CYLINDERS ARE

TO BE HELD IN RESERVE AND ONLY BROKEN IF THE LABORATORY CURED CYLINDERS FAIL. A

COMPRESSIVE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF ONE SET OF TWO 6 x 12 INCH CYLINDERS OR ONE SET OF THREE 4 x 8 INCH CYLINDERS MADE FROM THE SAME COMPOSITE SAMPLE. CONTRACTOR SHALL EVALUATE OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR

PROTECTING AND CURING IN-PLACE CONCRETE.

39. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF EVERY AVERAGE OF ANY THREE

CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEED SPECIFIED COMPRESSIVE

STRENGTH AND NO COMPRESSIVE STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE

STRENGTH BY MORE THAN 500 PSI.

40. TEST RESULTS SHALL BE REPORTED IN WRITING TO OWNER, A/E, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTION FIRM, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE

OF BREAK FOR BOTH 7- AND 28-DAY TESTS.

41. ADDITIONAL TESTS: TESTING AND INSPECTION FIRM SHALL MAKE ADDITIONAL TESTS OF CONCRETE WHEN TEST RESULTS INDICATE THAT SLUMP, AIR ENTRAINMENT, COMPRESSIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT BEEN MET. TESTING AND INSPECTION FIRM MAY CONDUCT TESTS TO DETERMINE ADEQUACY OF CONCRETE BY CORED CYLINDERS COMPLYING WITH ASTM C42 OR BY

OTHER METHODS.

42. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACEMENT OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.

43. CORRECT DEFICIENCIES IN THE WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DO NOT

COMPLY WITH THE CONTRACT DOCUMENTS.

GENERAL NOTES

AS3

WILLIAM L. ALLEN

Lic. No. 034677

03/13/2026

IFB # 160775

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text T

CONSTRUCTION NOTE

DEMOLITION NOTE

SYMBOLS ABBREVIATIONS

MDP-1

MDP-1

INDICATES MULTIPLE HOMERUN CIRCUITS FROM SINGLE

PANEL/CIRCUIT.

HOMERUN TO PANEL AND CIRCUIT NUMBER AS…