20240322_Updated Site Plan.pdf

EXISTING FIRE

HYDRANT

5' CLEARANCE

REQUIRED ALL SIDES

EXISTING LAMP POST

EXISTING LAMP POST

EXISTING LAMP POST EXISTING TREES

EXISTING TREE

EXISTING TREE

EXISTING LAMP POST

EXISTING

CROSS WALK

BUTTON ON

POST

EXISTING CROSS WALK

BUTTON ON POST

240 West Main Street, Suite 100 Charlottesville, VA 22902

Scale

Date

Drawn By

Checked By

Project Number

1/8" = 1'-0"

3/

/2

3:

:1

PM

C100

Proposed Bollard Plan

FBI

Site Security Improvements

Checker Author

22 Mar 24

WA010

1/8" = 1'-0" 1 Proposed Bollard Plan

2 Axon

O N

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AY

V

EH

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LA

R

TR

AF

FI

C

ONE WAY VEHICULAR TRAFFICTHIRD AVENUE

SP

RI

N G

S

TR

EE

T

BO

LL

AR

DS

H

ER

E

AR

E

SL

O

PE

D

CO

N

DI

TI

O

N

SE

E

DE

TA

IL

/A

EX

IS

TI

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G S

TR

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SL

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PE

No. Description Date

Abraham Lincoln Building 1110 3rd Avenue

Seattle, WA 98101

BUILDING ENTRANCE

4' 8' 16'0

2"0 1/8" = 1'-0"

N

VAULT/MANHOLE SCHEDULE

MH01 - UNMAKERD

MH02 - WATER

MH03 - ATT COMMS

V01 - 21"x33", TC Box

V02 - WUSCO/METER

V03 - SDOT

V04 - SCL

V05 - SDOT

V06 - UNMARKED, 24"X60"

V07 - UNMARKED, 23"X33"

V08 - UNMARKED, 44"X32"

V09 - CWM

MH-01

V-01

TC BOX

21"X33"

V-

W U

SC

O

/M

ET

ER

"x

V-09

CWM

20"X32"

V-08 44"X32"

V-06 24"X60"

V-05

SDOT

V-07 23"X33"

MH-03

ATT

COMMS

MH-02

WATER

32 156

V-03

SDOT

V-04

SCL

241118222

8484 84

C101

C101

C101

C101

C101

C101

PER SECTION 406.4, MAINTAIN MIN 36" CLEAR LANDING

LENGTH, AND MAINTAIN WIDTH OF RAMP. NEW BOLLARD

LOCATIONS SHALL NOT INTERFERE WITH THIS CLEAR

ZONE.

EXISITING RAMP, FLARE, AND

CURB CUT.

EXISTING FIRE HYDRANT

5' CLEARANCE REQUIRED ALL SIDES

84 84 84

84115

130105 84

8' CLEARANCE REQUIRED ALL SIDES

EXISTING ADA DETECTABLE

WARNING TILES TO REMAIN

EXISTING STREET NAME

INLAY

EXISITING RAMP, FLARE, AND

CURB CUT.

L1 0' - 0"

REBAR REINFORCED CONCRETE SECURITY

BOLLARDS

AGGREGATES TO MEET ASTM C33 AND ASTM

C150 STANDARDS

COLOR/FINISH: WHITE/LSB

INSTALLATION ON LEVEL SURFACE ONLY,

SEE DETAIL 03 FOR ANCHOR

OPTIONAL ANGLED PROFILE

0' - 0 1/2"

L1 0' - 0"

CUSTOM POURED CONCRETE SECURITY

BOLLARD REINFORCED REBAR

AGGREGATES TO MEET ASTM C33 AND ASTM

C150 STANDARDS

COLOR/FINISH: WHITE/LSB

SEE DETAIL 03 FOR ANCHORING

SLOPE OF BOLLARD BASE TO BE

CONFIRMED BY CONTRACTOR FOR BOLLARDS

ALONG SPRING STREET IN SLOPED CONDITION

(SLOPE IS APPX 20% - TO BE VERIFIED FOR EACH LOCATION)

/5 C101

240 West Main Street, Suite 100 Charlottesville, VA 22902

Scale

Date

Drawn By

Checked By

Project Number

As indicated

3/

/2

3:

:1

PM

C101

Site Dimensioned Plan

FBI

Site Security Improvements

Checker Author

22 Mar 24

WA010

1/8" = 1'-0" 1 Existing Site Spacing

No. Description Date

3/4" = 1'-0" 2 Level Surface Application

3" = 1'-0" 4 Recess Callout

3/4" = 1'-0" 3 Slopped Surface Application

GENERAL NOTES

1. EACH CONCRETE BOLLARD SHALL BE A MINIMUM OF 1100 LBS EACH

2. STEEL REINFORCEMENT SHALL BE INCLUDED PER MANUFACTURER'S

REQUIREMENTS, #3 REBAR

3. THREADED RODS TO BE EPOXIED INTO EXISTING CONCRETE.

4. EPOXY BOTTOM OF BOLLARD TO SIDEWALK, CAULK PERIMETER.

5. BOLLARD PLACEMENT SHALL NOT OVERLAP EXISTING

VAULTS/MANHOLES. CONTRACTOR TO VERIFY IN FIELD PRIOR TO INSTALL.

Abraham Lincoln Building 1110 3rd Avenue

Seattle, WA 98101

6" = 1'-0" 5 Anchoring Detail

6"

NOT TO SCALE

58 1

240 West Main Street, Suite 100 Charlottesville, VA 22902

Scale

Date

Drawn By

Checked By

Project Number

1/8" = 1'-0"

3/

/2

3:

:2

PM

C102

Construction Limits

FBI

Site Security Improvements

Checker Author

22 Mar 24

WA010

No. Description Date

CONSTRUCTION LIMITS, PHASES 1, 2, 3 AND 4.