LAWRENCE PUBLIC LIBRARY EXPANSON … · institutional development plan & site plan for lawrence public library expanson 707 vermont street lawrence, ks ... center stripe between bays

LAW

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CE,

KS

FOR

707

VER

MO

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STR

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INST

ITU

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NA

L D

EVEL

OPM

ENT

PLA

N &

LAW

REN

CE

PUB

LIC

LIB

RA

RY

EXPA

NSO

N

SITE

PLA

N

SP-1

LOCATION MAP

LAW

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KS

FOR

707

VER

MO

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INST

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NA

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PLA

N &

LAW

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PUB

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LIB

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EXPA

NSO

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SITE

PLA

N

SP-2

LAW

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KS

FOR

707

VER

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PLA

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LAW

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PUB

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LIB

RA

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EXPA

NSO

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SITE

PLA

N

SP-3

SITE TRIANGLE DEFINITIONS

G6 G7 G8

GC

GA

LEVEL 1

LEVEL 0

LEVEL 2

1 ACC

1 VAN 1

2 ACC

1 ACC

9

8

11

11

11

12

1 1

2 2

3 3

ISOMETRIC BASE BID

LEVEL 3

G2G1

2 ACC

9'�0" + 1' 9'�0"

8'�0" SCO

90°

90° STRIPING DETAILP5

18

'�0"

1'�0"

1'�0"

18

'�0"

FACE OF WALL,

WHERE APPLICABLE

CURB, WHERE APPLICABLE

CONTINUE STRIPING WHERE

APPLICABLE WITH 4" WIDE

CENTER STRIPE BETWEEN

BAYS

4" WIDE YELLOW

PAINT STRIPE,

TYPICAL

18

'�0"

4'�0"

1'�8"

2'�0"

8"

NOTE: PAINT ARROWS SOLID YELLOW, UNLESS NOTED OTHERWISE.

2'�0"

8"8"8"

TYPICAL ARROW DETAILSH5

90°

18

'�0"

2'�1

0"

(8'�0"VAN) 5'�0"

2'�0

"

8'�0" 8'�0"

90° ACCESSIBLE STRIPING DETAILL5

10" OC,

TYPICAL

4" WIDE YELLOW

PAINT STRIPE,

TYPICAL

INTERNATIONAL SYMBOL OF

ACCESSIBILTY PAINTED WHITE,

TYPICAL

CENTERLINE, FOR REFERENCE

ONLY NOT TO BE PAINTED

4" WIDE YELLOW PAINT

STRIPE AT 45°, TYPICAL

G1 G2

G6 G7 G8

GC

GA

LEVEL 1

LEVEL 0

LEVEL 2

LEVEL 3

1 ACC

1 VAN 1

2 ACC

1 ACC

1 ACC

9

8

11

11

11

11

11

11

1 1

2 2

3 3

4 4

LEVEL 4

ISOMETRIC ALTERNATE BID #2

2 ACC

CAR COUNT BASE BID9'�0" 90° STANDARD SPACE

TIER STANDARD COMPACTCAR

ACCESSIBLE

VAN

ACCESSIBLETOTAL

LEVEL 0 42 2 1 1 46

LEVEL 1 65 0 0 4 69

LEVEL 2 72 0 0 1 73

LEVEL 3 63 0 0 0 63

TOTAL 242 2 1 6 251

CAR COUNT ALTERNATE BID #29'�0" 90° STANDARD SPACE

TIER STANDARD COMPACTCAR

ACCESSIBLE

VAN

ACCESSIBLETOTAL

LEVEL 0 42 2 1 1 46

LEVEL 1 65 0 0 4 69

LEVEL 2 72 0 0 1 73

LEVEL 3 72 0 0 1 73

LEVEL 4 62 0 0 1 63

TOTAL 313 2 1 8 324

Project No

Date:

Sheet:

kansas city • lawrencephoenix • san francisco • tampa

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2 13456789101112131415161721 181920

2 13456789101112131415161721 181920

© 2012 Gould Evans Associates, LC

owner:OwnerCity of Lawrence, KansasCity Hall, 6 East 6th StreetLawrence, Kansas 66044785.832.3000www.lawrenceks.org

architect:Gould Evans Associates706 Massachusetts StreetLawrence, Kansas 66044785.842.3800www.gouldevans.com

structural engineer:Bob D. Campbell & Co., Inc.4338 Belleview AvenueKansas City, Missouri 64111816.531.4144 voicewww.bdg�engrs.com

mechanical/electrical engineers:

Syska Hennessy Group330 N. Wabash Avenue, Suite #1505Chicago, Illinois 60611312.588.3560www.syska.com

Professional Engineering Consultants, P.A.616 Vermont StreetLawrence, Kansas 66044785.842.6464www.pec1.com

civil engineer:

Bartlett & West544 Columbia DriveLawrence, Kansas 66049785.749.9452www.bartwest.com

parking consultant:

Walker Parking Consultants5350 S. Roselyn Street, Suite 220Greenwood Village, Colorado 80111303.694.6622www.walkerparking.com

9/7/2012 10:52:23 AM

Number Revision Description Date

AG�100

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

29

'�1

1"

GA GB GC

G1

G2

G3

G4

G5

G6

G7

G8

62'�0" 62'�0"

UP

1

VA

N

UP

RA

MP

DN

RA

MP

DN

RAMP

UP

RAMP

UP

RA

MP

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

29

'�1

1"

GA GB GC

G1

G2

G3

G4

G5

G6

G7

G8

62'�0" 62'�0"

UP

DN

DN

RA

MP

UP

RA

MP

UP

RA

MP

DN

RA

MP

LEVEL 0B17

44 9'�0" � 1 VAN ACC + 1 ACC = 46 SPACES

LEVEL 1B17

67 9'�0" + 2 ACC = 69 SPACES

1'�0"

20

SP

AC

ES

@ 9

'�0"

= 1

80'�0"

1'�0"

1E

SP

AC

ES

@ 9

'�0"

= 1

17'�0"

5'�3"

8'�0"

5'�0"

6'�0"

9'�0"

8'�0"

8'�0"

SE

E L

EV

EL 1

FO

R C

ON

TIN

UA

TIO

N

SE

E L

EV

EL

0 F

OR

CO

NT

INU

AT

ION

2'�4"

SE

E L

EV

EL 1

FO

R C

ON

TIN

UA

TIO

N

16

SP

AC

ES

@ 9

'�0"

= 1

44'�0"

SE

E L

EV

EL

0 F

OR

CO

NT

INU

AT

ION

EQ

.1

6 S

PA

CE

S @

9'�0"

= 1

44'�0"

EQ

.

1'�1

0" 8'�0"

5'�0"

8'�0"

19

SP

AC

ES

@ 9

'�0"

= 1

71'�0"

2'�0"

8'�0"

8'�0"

9 S

PA

CE

S @

9'�0"

= 8

1'�0"

8'�0"

5'�0"

8'�0"

SCO

SCO

SE

E L

EV

EL 2

FO

R C

ON

TIN

UA

TIO

N

4'�0"

2'�4"

SE

E L

EV

EL 2

FO

R C

ON

TIN

UA

TIO

N

1

2

S2 S1

S3

S18

S18

S17 S13A

S4

S25

S18

S18

S20

S19

S20

S19

S6AS8 S7

S19

S19

S20

S20

S19A

S20A

S20A

S19A

S21

S23PROVIDE SIGN S21, S22 AND

S24 WITHIN ELEVATOR CAB

S24S9S6S16S24

S24

S22

S9 S19

S19A

S20A

S19A

S20A

S5

S18

S26

S26

S26

S26

S26

S26

S26

S26

S26

S26

S16

S6

S13

S18A

S8S

22

S24

S2S1

S3

S14 S16

S15

S24

S27

S27

S21

S23

F4F4

Project No

Date:

Sheet:


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2 13456789101112131415161721 181920

2 13456789101112131415161721 181920








civil engineer:


parking consultant:


9/7/2012 10:52:23 AM


AG�101

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

29

'�1

1"

GA GB GC

G1

G2

G3

G4

G5

G6

G7

G8

62'�0" 62'�0"

UP

DN

UP

DN

3

2

DN

RA

MP

UP

RA

MP

UP

RA

MP

DN

RA

MP

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

30

'�0"

29

'�1

1"

GA GB GC

G1

G2

G3

G4

G5

G6

G7

G8

62'�0" 62'�0"

DN

UP

DN

DN

RA

MP

UP

RA

MP

DN

RA

MP

FD

FD

LEVEL 2 PLANB17

LEVEL 3 PLANB17

EQ

.1

6 S

PA

CE

S @

9'�0"

= 1

44'�0"

EQ

.

21

SP

AC

ES

@ 9

'�0"

= 1

89'�0"

SE

E L

EV

EL

3, 4

FO

R C

ON

TIN

UA

TIO

N

4'�0"

SE

E L

EV

EL

3, 4

FO

R C

ON

TIN

UA

TIO

N

16

SP

AC

ES

@ 9

'�0"

= 1

40'�0"

FO

R C

ON

TIN

UA

TIO

N S

EE

LE

VE

L 2

19

SP

AC

ES

@ 9

'�0"

= 1

62'�0"

FO

R C

ON

TIN

UA

TIO

N S

EE

LE

VE

L 2

5'�0"

8'�0"

1'�0"

21

SP

AC

ES

@ 9

'�0"

= 1

89'�0"

1'�0"

16

SP

AC

ES

@ 9

'�0"

= 1

40'�0"

FO

R C

ON

TIN

UA

TIO

N S

EE

LE

VE

L 3

20

SP

AC

ES

@ 9

'�0"

= 1

62'�0"

FO

R C

ON

TIN

UA

TIO

N S

EE

LE

VE

L 3

4'�0"

19

SP

AC

ES

@ 9

'�0"

= 1

71'�0"

SHEET NOTES:

1. SEE SHEET AG�100 FOR ISOMETRIC VIEW AND STRIPING DETAILS.

S20

S19

S20

S19

S19

S20

S19

S20

S7S26A

S24

S8

S22S6A

S22

S9

S18

S24

S22

(USE THIS PLAN FOR LEVEL 3 FOR ALTERNATE #2)

Project No

Date:

Sheet:


A

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2 13456789101112131415161721 181920

2 13456789101112131415161721 181920








civil engineer:


parking consultant:


9/7/2012 10:52:23 AM


AG�102

KENTUCKEY STREET ENTRANCE/EXITK17

VERMONT STREET ENTRANCE/EXITB17

LFS

LFS

AG

AG

ENS

EXS

CR/I

AG

6'�0"

2'�6"

CR\I

GENERAL NOTES:1. DRAWINGS ARE SCHEMATIC DIAGRAMS. PARCS CONTRACTOR TO

COORDINATE FINAL CONDUIT QUANTITIES, SIZES, LOCATION OF

CONDUIT STUB UPS, PROTECTIVE BOLLARDS, AND EQUIPMENT

MOUNTING LOCATIONS.

2. G.C. TO COORDINATE LOCATION OF FMS (FACILITY MANAGEMENT

SYSTEM) WITH OWNER AND ARCHITECT.

3. COORDINATE FINAL EQUIPMENT LOCATIONS, ELECTRICAL AND

COMMUNICATION REQUIREMENTS WITH EQUIPMENT MANUFACTURER.

ELECTRICAL NOTES:1. ELECTRICAL AND COMMUNICATION REQUIREMENTS SHOWN ARE

SCHEMATIC DRAWINGS. FINAL ELECTRICAL AND COMMUNICATION

LAYOUT, CONDUIT AND WIRING REQUIREMENTS AND QUANTITIES

MUST BE COORDINATED BY GENERAL CONTRACTOR WITH PARCS

EQUIPMENT SUPPLIER AND INSTALLER.

2. ALL EXPOSED CONDUIT TO BE RIGID HOT DIPPED GALVANIZED.

3. SEE EQUIPMENT LEGEND FOR POWER REQUIREMENTS.

4. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS FOR POWER

SUPPLY AND DATA LINE INTERFACES.

5. POWER AND COMMUNICATIONS SHALL BE ROUTED IN SEPARATE

CONDUITS. VOLTAGE DROP SHALL BE LESS THAN 3%. CONDUITS

AND CONDUCTORS SHALL BE SIZED PER THE NATIONAL

ELECTRICAL CODE REQUIREMENTS. CONSULT ELECTRICAL

ENGINEER FOR DETAILS.

LFS

ISLAND PROTECTIVE BOLLARD

LOT FULL SIGN

POWER FROM

PROXIMITY CARD

READER/INTERCOM

POWER FROM GATE/BOOTH

ENTRY STATION

1�30A, 120V, 2400W CIRCUITENS

EXIT STATION

1�30A, 120V, 2400W CIRCUITEXS

AUTOMATIC GATE

1�30A, 120V, 2400W CIRCUIT

TYPICAL LOOP

EQUIPMENT LEGEND

DEFINITION

CONDUIT LEGEND

DESIGNATION SIZE DEFINITION

C1

C2

C3

C4

C5

C6

C7

C8

C9

1 1/2"

1 1/2"

1"

1"

3/4"

3/4"

1"

1"

1"

PARCS DATA

RIGID STEEL LOOP LEAD

RIGID STEEL (UNDERGROUND CAN BE PVC)

POWER CONDUIT

POWER FEEDER, ONE 120V CIRCUIT FROM POWER SOURCE

POWER FEEDER, ONE 208V CIRCUIT FROM POWER SOURCE

VOICE COMMUNICATION CONDUIT TO MAIN

VOICE COMMUNICATION TO MAIN COMMUNICATION INTERFACE

PARCS DATA FROM FACILITY MANAGEMENT SYSTEM

C1A 1" POWER FEEDER, TWO 120V CIRCUITS FROM POWER SOURCE

C1B 1 1/2" POWER FEEDER, FOUR 120V CIRCUITS FROM POWER SOURCE

C1C 2" POWER FEEDER, EIGHT 120V CIRCUITS FROM POWER SOURCE

EQUIPMENT

CR/I

CR/I

CR/I

ENS

EXS

AG

AG

10'�0" 3'�6" 10'�0"

9'�3"

1'�6"

3'�0"

3'�0"

1'�6"

9'�3"

10'�0" 3'�6" 10'�0"

9'�3"

1'�6"

3'�0"

3'�0"

1'�6"

9'�3"

NOTE:

1. PAINT ENTIRE PIPE BOLLARD ASSEMBLY TRAFFIC YELLOW.

2. PARCS VENDOR AND GENERAL CONTRACTOR TO COORDINATE FINAL LOCATION OF PIPE BOLLARD

WITH EQUIPMENT ACCESS REQUIREMENTS.

3. IF SLIP FORM CURB PROPOSED, CONTACT WALKER PROJECT MANAGER FOR ALTERNATE DETAIL.

PARCS � PIPE BOLLARD A4

3/4"

6"

1/4

1 1/4"

TYPICAL

3/16

PAVEMENT

RAKE SLAB SURFACE FOR BOND

ISLAND CONSTRUCTION PER

DETAIL

TOP OF CURB OR ISLAND

COVE SEALANT ALL AROUND PLATE

6" x 10" x 1/2" GALVANIZED PLATE WITH

(4) 3/4" DIAMETER STAINLESS STEEL

EXPANSION ANCHORS WITH 4 3/4"

EMBEDMENT

1/8" NEOPRENE PAD

4"Ø GALVANIZED SCHEDULE 40 PIPE

SET PLUMB WITH 5"Ø x 1/4" CAP PLATE

PAINT VERTICAL

FACE AND 6" OF

HORIZONTAL

FACE TRAFFIC

YELLOW TYPICAL

SEE A4/AG�401 FOR DETAILS

SEE A4/AG�401 FOR DETAILS

SAWCUT PAVEMENT 1/4" WIDE BY 1�1/2"

DEEP ON SLAB�ON�GRADE, 1" DEEP ON

SUPPORTED LEVELS. INSTALL (4) TURNS

OF #14 THHN AND FILL SLOT WITH 3M

DETECTOR LOOP SEALANT OR AN

APPROVED EQUIVALENT.

3/4" RIGID STEEL CONDUIT WITH (2)

#14 THHN TWISTED CONDUCTORS

TO LOOP DETECTOR UNIT

6'�0"

PAVEMENT

CURB

DETECTOR LOOP DETAIL A8

NOTES:

A. VERIFY SIZE OF LOOP, SIZE OF WIRE AND NUMBER OF TURNS AND NUMBER OF

TWISTS PER FOOT IN LOOP LEADS WITH DETECTOR SUPPLIER BEFORE

INSTALLATION.

B. LOOP LEAD RUNS SHALL HAVE (4) TWISTS PER FOOT AND ARE LIMITED TO 100

FEET.

C. LOOP AND LOOP LEADS SHALL BE LOCATED AT LEAST 18" FROM ANY ELECTRICAL

POWER SERVICE OR RUNS, AND STEEL REINFORCING IF POSSIBLE.

D. LOOP LEADS SHALL BE IN SEPARATE RIGID STEEL CONDUIT BETWEEN LOOP AND

DETECTOR. IT MUST NOT SHARE CONDUIT WITH OTHER WIRING OR LEADS FROM

OTHER LOOPS.

E. LOOP AND LOOP LEAD WIRE SHALL BE #14 THHN SINGLE CONDUCTOR STRANDED

WIRE. ALL WIRE TO BE CONTINUOUS WITHOUT SPLICES.

F. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR.

℄

℄

AUTOMATIC PAYMENT MACHINEF4

APM

C1

C8

C7

AUTOMATED PAY

MACHINE/INTERCOM

1�30A, 120V, 2400W CIRCUIT

APM

Project No

Date:

Sheet:


A

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2 13456789101112131415161721 181920

2 13456789101112131415161721 181920








civil engineer:


parking consultant:


9/7/2012 10:52:23 AM


AG�401

ExitPark

H

1"

HH

W

EQ

.H

EQ

.

EQ

.H

EQ

.

W

L

COMP. AL COMP. K COMP. BR COMP. K COMP. DR

W

EQ

.H

(1.3

)E

Q.

W W HE

Q.

EQ

.

EQ

.E

Q.

H

L

MESSAGE

L

2" H(1.3) 1" H/2 H/2 MESSAGE

L

MESSAGEW/2 MESSAGE W MESSAGE

EQ

.E

Q.

H

MESSAGE

L

W ( 2")2" H/2

W

EQ

.W

/8E

Q.

1/2"

MESSAGE H(3) H(1.3) H/2 MESSAGE

HE

Q.

EQ

.

W

EQ

.E

Q.

W

L

2" H/2 MESSAGE

HE

Q.

EQ

.

H(1

.3)

EQ

.E

Q.

H(1

.3)

EQ

.H

(1.3

)E

Q.

EQ.

W

EQ.

H(1.6)

H(1.4)

W/6

EQ

.E

Q.

H(1

.3)

H(1

.4)

H/2

W/12W

/12

EQ

.E

Q.

H(1

.3)

22.02 SIGN DETAILD20

Please Take Parking Ticket With You

8' 0"

1' 0"

BACKGROUND

COLOR WHITE

3"

1 1/2" CAP HEIGHT,

COLOR GREEN

SYMBOL

COLOR

GREEN

You Must Pay At Pay Station Before Returning to Your Car

8" 3" CAP HEIGHT,

COLOR GREEN

3"

5 5

/8" 1

/4"6

1/8

"

MO

UN

TIN

G

HE

IGH

T

SIGN DETAILA16

8"

10

"M

OU

NT

ING

HE

IGH

T

You Have a 15

Minute Grace

Period To Return

To Your Car and

Exit Parking

Facility

1/2" CAP

HEIGHT,

COLOR

WHITE

BACKGROUND

COLOR BLUE

1"

SIGN DETAILD16

1' 6"

2' 8"

MOUNTING

HEIGHT

Do You Have

a Paid Ticket?

You Must Have a Paid

Ticket To Exit or Pay

By Credit Card At Exit

Lane

2"

6"

2"

1' 3

5/8

"

1/4

"

1"

1"

1" CAP HEIGHT,

COLOR GREEN

2 1/2" CAP

HEIGHT, COLOR

GREEN

BACKGROUND

COLOR WHITE

SYMBOL

COLOR

WHITE

6"2"

SIGN DETAILA20

Do You Have a Paid Ticket?

10' 0"

1' 0"

BACKGROUND

COLOR BLUE

3"

1 1/2" CAP HEIGHT,

COLOR WHITE

SYMBOL

COLOR

GREEN

You Must Pay At Pay Station Before Exiting

8" 3" CAP HEIGHT,

COLOR WHITE

3"

5 5

/8" 1

/4"6

1/8

"

8"

2"

2"

MO

UN

TIN

G

HE

IGH

T

SIGN DETAILA11

9"

1' 4"

Take Your

Parking Ticket

With You

You Must Pay

At Pay Station

Before Returning

To Your Car

1"

3"

6 1

/2"

1/8

"

1/2

"1

/2"1/2" CAP HEIGHT,

COLOR WHITE

3/4" CAP

HEIGHT,

COLOR

WHITE

BACKGROUND

COLOR BLUE

SYMBOL

COLOR

WHITE

3"1"

MOUNTING

HEIGHT

SIGN DETAILD11

1' 6"

1' 0"

Parking

Pay Station

Pay Here Before Returning To Your Car

There Is No Cashier At Exit

5/8" CAP HEIGHT,

COLOR WHITE

3/4" CAP HEIGHT,

COLOR GREEN

BACKGROUND

COLOR BLUE

SYMBOL

COLOR

WHITE

1" 3" 1"

1"

3"

1"

1/8

"

1"

1"

MO

UN

TIN

G

HE

IGH

T

SIGN DETAILA7

1' 6"

1' 2"

BACKGROUND

COLOR WHITE

LETTER COLOR

GREEN

2" CAP HEIGHT

1' 4"

5' 0

" A

FF

NOTE:

1. CENTER TEXT ON SIGN.

SIGN DETAILD7

1' 4"

Only

Car

Compact

BACKGROUND

COLOR

LETTER/SYMBOL

COLOR

Project No

Date:

Sheet:


A

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2 13456789101112131415161721 181920

2 13456789101112131415161721 181920




structural engineer:Bob D. Campbell & Co., Inc.4338 Belleview AvenueKansas City, Missouri 64111816.531.4144 voicewww.bdg engrs.com




civil engineer:


parking consultant:


9/7/2012 10:52:23 AM


AG 601

'U�CHANNEL' SIGN POST

(PAINTED YELLOW)

1'�6" x 1'�6" x 1'�0"

CONCRETE "PORTA�BASE"

BY TAPCO OR APPROVED

EQUIVALENT

(PAINT YELLOW)

SIGN FACE (FASTEN TO POST

WITH TAMPER PROOF STAINLESS

STEEL BOLTS/NUTS)

SIGN MOUNTING DETAILK9

A

1/2"Ø STAINLESS STEEL

KWIK BOLT OR APPROVED

EQUAL

SET SCREW

GALVANIZED BENT PLATE

1 1/2" WIDE x 3/16" THICK

TOP CAP PLATE

SIGN FACE

BOTTOM CAP PLATE

MOUNTING BRACKETS WITH

TAMPER RESISTANT SIGN BOLTS

2 3/8" OUTSIDE DIAMETER

GALVANIZED PIPE

CONCRETE BUMPER WALL

NOTES:

1. PIPE TO BE VERTICAL.

2. LOCATE REINFORCEMENT

PRIOR TO INSTALLATION OF

BENT PLATE BRACKETS.

SIGN MOUNTING DETAILA9

SECTION A

1"

NOTES:

1. DO NOT OVERDRIVE METAL HIT ANCHORS; OVERDRIVEN ANCHORS WILL DAMAGE BUSHING AND

SIGNS.

2. USE THIS MOUNTING DETAIL ON BUMPER WALLS, COLUMNS, PANELS AND BEAMS WITH DETAIL

X/AG�XXX AT TOP TIER AND IN CONDITIONS WHERE SIGN FACE IS EXPOSED TO DIRECT SUNLIGHT.

HILTI METAL HIT

ANCHOR OR

APPROVED EQUAL

5/8" OUTSIDE DIAMETER STAINLESS

STEEL WASHER

NYLON BUSHING

SIGN FACE

SLOTTED HOLE

IN SIGN FACE AT

EACH REQUIRED

LOCATION

SIGN MOUNTING DETAILF9

ELEVATION

SECTION

10'�0"

1'�0" 8'�0" 1'�0"

REFLECTIVE LETTER

DIE�CUT TEXT (SEE

SCHEDULE)

BOTTOM OF FLOOR SLAB

1/4"Ø THREADED STUD EXPANSION

ANCHOR WITH STAINLESS STEEL

WASHER & LOCK NUT FOR HANGER

ATTACHMENT

(2) 2" x 2" x 1/4" x 1'�0"∠. ALUMINUM

ANGLES IN SAWCUT ALONG PIPE

AXIS � ATTACH ANGLES

TOGETHER USING (2) 1/4"Ø

STAINLESS STEEL SCREWS

1/4" x 1" SLOT

1/4" GALVANIZED BENT PLATE

HANGER, 3" WIDE @ 4'�0"

MAXIMUM SPACING

1/4"Ø PLASTIC COATED STEEL CABLE

WITH CRIMP STYLE CLAMPS � PROTECT

CUT END OF CABLE FROM CORROSION

1/4"Ø SELF�TAPPING STAINLESS

STEEL SCREWS

1/4"Ø DRAIN HOLE

BELOW EACH

HANGER ASSEMBLY

SEE SECTION BELOW

10"Ø WHITE PVC PIPE WITH FLUSH,

SMOOTH END CAPS AT EACH END OF

PIPE � MOUNT HORIZONTAL ABOVE

TRAFFIC LANE

SIGN MOUNTING DETAILA5

CLEARANCE BAR ELEVATION

SIGN FACE

MOUNTING BRACKETS WITH

TAMPER RESISTANT SIGN BOLTS

2 3/8" OUTSIDE DIAMETER GALVANIZED

PIPE WITH TOP CAP PLATE

TOP OF FLOOR SLAB OR CURB

ISLAND

NOTE: SIGN POST TO BE SHIMMED TO VERTICAL.

GALVANIZED BASE PLATE 3/8" x 6" x 0'�6"

WITH (4) EXPANSION ANCHORS

SIGN MOUNTING DETAILF5

WELDED

CONNECTION (ALL

AROUND)

OPTION: 3" ∠. (MINIMUM) HORIZONTAL

SLEEVE WELDED TO VERTICAL � PROVIDE (2)

STAINLESS STEEL SELF�LOCKING CUP POINT

SET SCREWS EACH HORIZONTAL, EACH END

SIGN FACE FOR BACK

TO BACK SIGNS A

1/8"Ø STANDARD STEEL TAMPER

PROOF SCREWS AT EACH VERTICAL

AND MID�POINT BETWEEN VERTICALS

GALVANIZED STEEL ANGLE 3" x 3" x 1/4"

WITH (2) "HILTI" "KWIK�BOLT" OR

APPROVED EQUAL

3/8"Ø STAINLESS STEEL BOLT AND

LOCKNUT. TIGHTEN NUT TO ALLOW

SIGN TO SWING FREE (SEE NOTE 2)

GALVANIZED 1" SQUARE x 1/8" WALL STEEL

HORIZONTAL (MINIMUM (2) REQUIRED)

GALVANIZED 1" SQUARE x 1/8" WALL

STEEL VERTICAL TUBE HANGER

SIGN FACE

1" 2" 2" 1"

NOTES:

1. HANGER SPACING 3'�0" OC MAXIMUM � MINIMUM (2) HANGERS PER SIGN.

2. OPTIONAL HANGER CONNECTION � 3/8"Ø STAINLESS STEEL CLEVIS PIN WITH HAIRPIN COTTER.

3. MAXIMUM SIGN CANTILIVER 1'�0".

SIGN MOUNTING DETAILP5

ELEVATION A

TOP OF PANEL WHERE APPLICABLE

FACE OF COLUMN, WALL, OR BEAM

"HILTI" METAL HIT ANCHOR OR APPROVED

EQUAL @ 3'�0" OC (MINIMUM (4) ANCHORS

PER SIGN) SEE A5/AG�701

SIGN FACE

BOTTOM OF BEAM

WHERE APPLICABLE

CONTRACTOR NOTE:

1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS

WILL DAMAGE SIGNS.

2. WHERE TOP OF PANEL OR BOTTOM OF BEAM CONDITION

OCCURS; MAINTAIN A CONSTANT 2" DIMENSION FROM

TOP OF PANEL OR BOTTOM OF BEAM TO SIGN AS SHOWN.

SIGN MOUNTING DETAILK5

Project No

Date:

Sheet:


A

B

C

D

E

F

G

H

J

K

L

M

N

P

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

Q

R

S

2 13456789101112131415161721 181920

2 13456789101112131415161721 181920








civil engineer:


parking consultant:


9/7/2012 10:52:23 AM


AG�701

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