pl - pcschicago.com · plant code quantity ... drawing no. chicago park district 541 north...

T

18.43' 25.00' 25.00' 25.00' 25.00'

12.83'

LIGHT

POLE

OFFSET

26.55'

TRAFFIC

SIGNAL

OFFSET

10.00'

FAR

SIDE

CLEARANCE

25.98'

TRAFFIC

SIGNAL

OFFSET

35.00'

DRIVEWAY

20.00'

NEAR

SIDE

CLEARANCE

26.75'25.00'25.00'

56.83'

BUS STOP

CLEARANCE

23.91'25.00'

36.08'

35.02'25.00' 25.00' 25.00' 25.00' 23.92' 23.91'

30.63'

18.78'

LIGHT

POLE

OFFSET

12.00'

LIGHT

POLE

OFFSET

668.00'

20.00'

FAR

SIDE

CLEARANCE

16.00'

DRIVEWAY

10.00' NEAR SIDE

CLEARANCE

12.77'

16.00'

22.00'

18.00'

18.00'

22.00'

16.00'

16.00' 22.00' 10.00'120.0'

8.5' 25.0' 24.4' 22.0'

8.00'

(TYP.)

15.98'

48.0'

16.0'

125.00'

174.20'

408.00'

200.00'

16.00'

30.00'

6.0'

MIN.

6.0'

10.0'

10.0' 15.0'

10.0'

4' ORNAMENTAL

FENCE (TYP.)

6' WOOD SCREEN

FENCE (TYP.)

EXISTING TREE TO

REMAIN AND BE

PROTECTED (TYP.)

POROUS FLEXIBLE

PAVING

CONCRETE DRIVEWAY AND

BASE (TYP.)

PROPOSED FLAG

POLES (3)

PROPOSED SEAT WALL -

SEE ARCHITECTURE

DRAWINGS

PROPOSED CONCRETE

CURB AND GUTTER (TYP.)

EXISTING STREET

LIGHT TO REMAIN AND

BE PROTECTED (TYP.)

PROPOSED BUS

SHELTER - BY CTA

DETECTABLE

WARNING TILE (TYP.)

TRAFFIC DIRECTION

VEHICULAR USE

AREA - 23,602 SQ. FT.

PROPOSED BENCH

(TYP.)

PROPOSED BIKE RACK

(8) (TYP.)

PROPOSED CONCRETE

SIDEWALK AND BASE (TYP.)

TRAFFIC DIRECTION

PROPOSED TRASH

CAN (TYP.)

EXISTING DRIVEWAY

FOR RESIDENTIAL LOT

EXISTING CONCRETE

WALKWAY

RELOCATED

TRAFFIC SIGNAL

AND MAST ARM.

FINAL LOCATION

TO BE

DETERMINED BY

CDOT- DEO.

TR

AF

FIC

D

IR

EC

TIO

N

EXISTING STOP LIGHT

TO REMAIN AND BE

PROTECTED (TYP.)

EXISTING UTILITY POLE AND

OVERHEAD WIRE TO REMAIN AND

BE PROTECTED (TYP.)

PROPOSED HOSE

BIB

QUICK COUPLER

LAWN HYDRANT

- SEE CIVIL

DRAWINGS

PROPOSED HOSE

BIB

4 TIA

42 CAA

10 ARM

9 CRC

1 ACA

1 ACA

24 AEP

11 DIS

11 ARM

25 RHU

2 ULP

25 RHU

14 ITV

12 SPH

4 ULP

6 DIS

4 ULP

67 SYP

6 DIS

12 ITV

7 SPH

4 TIA

9 RIA

6 SPH

6 SPH

9 RIA

5 TIA

4 CEO

75 RHU

4 CEO

4 ULP

195 LIS

9 TAM

118 LIS

15 JUC

14 ROR

32 CAP

16 AQC

MIX

16 AQC

32 CAP

MIX

30 NEF

12 AEP 13 VID 12 AEP

5 ULP

1 TIA

1 TIA

1 TIA1 TIA

24 SYP

29 HEM

75 HEM

15 SPH

9 SPH

QUICK

COUPLER LAWN

HYDRANT - SEE

CIVIL

DRAWINGS

PROPOSED HOSE

BIB

PROPOSED

HOSE BIB

PROPOSED

HOSE BIB

PROPOSED

HOSE BIB

PROPOSED WHEEL STOP (TYP.)

- SEE ENGINEERING DRAWINGS

PROPOSED TRASH ENCLOSURE -

SEE ARCHITECTURE DRAWINGS

12 VID

CHILLER

ENCLOSURE

10

L2.00

8

L2.00

5

L2.00

1

L2.20

12

L2.20

9

L2.00

4.0'

MIN

.

PROPOSED

CUL-DE-SAC - 50'-0"

DIAMETER

11

L2.00

1

0

.

0

0

'

PROVIDE AS

ALTERNATE

#1

PROVIDE AS

ALTERNATE

#1

PROVIDE AS

ALTERNATE

#1

PROVIDE AS

ALTERNATE #1

PROVIDE AS

ALTERNATE #1

PROVIDE AS

ALTERNATE #1

3 CEO

PL

X X

T

SHADE TREE

3" MULCH BED OVER

WEED CHECK FABRIC

12' X 12' SIGHT TRIANGLE

LEGEND AND ABBREVIATIONS:

PROPERTY LINE

ORNAMENTAL TREE

LAWN SOD

PERENNIAL AREAS

VEHICULAR USE AREA

CONCRETE PAVEMENT

BIKE RACK

WASTE RECEPTACLE (1)

BENCH (3)

ORNAMENTAL FENCE (HT.)

WOOD FENCE (HT.)

EXISTING TREE TO BE PROTECTED

DECIDUOUS SHRUBS

EVERGREEN SHRUBS

ORNAMENTAL GRASSES

LIGHT

TRAFFIC DIRECTION

PLANT CODE

QUANTITY

34 DEF

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

20 20 40

20

10

223 W Jackson Blvd | Suite 1200

Chicago, Illinois 60606

ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220

www.terraengineering.com

PARK NO./PROJECT NO.

PROJ. MGR:

CHICAGO PARK DISTRICT

DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:

DIRECTOR OF ENGINEERING

PROJECT MANAGER

PROJECT MANAGER

E

D

C

B

A

MO

RG

AN

P

AR

K S

PO

RT

S

CE

NT

ER

11

50

5 S

W

ES

TE

RN

A

VE

.

CH

IC

AG

O, IL

6

06

43

F

G

H

As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

IT

IO

N T

YP

ES

A0.00

WILLIAM G. SCHMIDT

TERRA Engineering Ltd.

225 W. Ohio Street, Fourth Floor


ph: 312.467.0123

*Estimated time of planting: December 15, 2015

The undersigned LANDSCAPE ARCHITECT, registered in the State of Illinois, acknowledges that the

landscape planting plan and construction details shown on the attached landscape plans for the property at:

11505 S. WESTERN AVENUE, CHICAGO, ILLINOIS

has been designed in accordance with the requirements of Title 10, Chapter 32 of the Chicago Municipal Code,

the landscaping standards of the Chicago Zoning Ordinance, and the Guide to the Chicago Landscape

Ordinance.

SWORN STATEMENTS:

The undersigned acknowledges the landscape planting shown on the landscape plan for the property at:

11505 S. Western Avenue, Chicago, Illinois

to the best of the undersigned applicant's knowledge has been designed and will be installed, maintained, and

replaced, as required, by current and subsequent owners in accordance with the requirements of Chapter 32 of

the Chicago Municipal Code, the landscaping standard of the Chicago Zoning Ordinance, and the "Guide to the

Chicago Landscape Ordinance."

Existing parkway and on-site interior trees are to be protected while project is under construction and will be

replaced by current and subsequent owner if damaged.

#157-001058

exp. 8/31/15

Owner's Name and Signature

EXISTING TREE #1

LOCATED WITHIN 115TH STREET R.O.W. TO

BE VACATED.

TREE IS TO BE REMOVED - SEE DEMOLITION

PLAN.

EXISTING TREE #2

TO REMAIN

L1.00

LA

ND

SC

AP

E P

LA

N

2" PINEBARK FINES MULCH

LAYER. TOP OF MULCH SHALL

BE 1-INCH BELOW TOP OF

PAVEMENT.

AMENDED PLANTING BACKFILL

SEE SPECIFICATIONS

1. 12" MIN. DEPTH FOR

GROUNDCOVERS AND

PERENNIALS

2. 24" MIN. DEPTH FOR SHRUBS

EQUAL

EQUAL

EQUAL

PLANT SPACING

SEE PLANT LIST

TRIANGULAR PLANT SPACING

PAVEMENT

GROUNDCOVER / PERENNIAL PLANTING DETAIL

NTS

4

X/2 X/2

3X

X

UNDISTURBED SUBGRADE

FINISHED GRADE

3" TALL SOIL SAUCER

TO HOLD WATER

PLANTING BACKFILL

SHRUB ROOT BALL

-SET ORIGINAL GROUNDLINE OF

ROOTBALL AT FINISH GRADE.

-REMOVE TOP 1/3 OF BURLAP

AND NYLON ROPE.

3" SHREDDED BARK MULCH

SHRUB AND ORNAMENTAL TREE PLANTING DETAIL

NTS

3

ISLAND PLANTER DETAIL

NTS

2

SEE CIVIL PLANS FOR

PLANTER DIMENSIONS

SEE PLAN FOR SPECIFIED LANDSCAPE

PLANTINGS

MULCH LAYER; 3" THICK. KEEP TOP OF

MULCH 1" BELOW TOP OF PLANTER EDGE

PLANTING MIX; 30" DEPTH IN PLANTER

• PROVIDE MIN. 6" CROWN IN PLANTER

• COMPACT PLANTING MIX LAYER

UNDERNEATH TREES

PAVEMENT - SEE CIVIL DRAWINGS

CONCRETE CURB AND GUTTER - SEE

CIVIL DRAWINGS

COMPACT PLANTING MIX LAYER

UNDERNEATH TREES

2 X 2 X

1

4

' BENT SQUARE

STEEL TUBING WITH

BLACK POWDERCOAT FINISH

2' - 6"

3' - 0"

5

8

" CENTERHOLE (TYP)

1"

2' - 6"

BICYCLE RACK DETAIL

NTS

5

BENCH DETAIL

NTS

8

SHADE TREE PLANTING DETAIL

NTS

1

1/2" X 2 1/2"

S.STL FLAT SKT.

HD. CAP SCR.

9/16" Ï

HOLE

DuMor INC.

CAST LEG

3/8" Ï

STL. BAR

1/4" X 1 1/2" STL. BAR

(27 REQ'D FOR 6')

(36 REQ'D FOR 8')

2 3/8" Ï STL. PIPE

(TOP & BOTTOM)

16 1/16"

19 3/4"

33 1/4"

28 1/8"

95 13/16" ( 93-80 )

94 9/16" ( 93-80 )

1 1/16"

NOTES:

1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS.

2) DO NOT SCALE DRAWINGS.

3) ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/

POLYESTER POWDER COATING.

4) 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED.

5) BENCH IS SHIPPED UNASSEMBLED.

6) CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT

www.CADdetails.com/info.

REFERENCE NUMBER 017-300.

7) PROVIDE MINIMUM CLEAR AREA (30" WIDE X 48" DEEP) ON ONE SIDE OF EACH

BENCH TO ACCOMMODATE ADA.

ISOMETRIC VIEW

NOT TO SCALE

FRONT VIEW

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

1" X 1

1

2

" STEEL BAR

2' - 6"

STONE MULCH

NTS

6

STEEL EDGING

NTS

7

5"

3/4"

METAL HEADER

BLACK

METAL STAKE

BLACK- 4'-0"

O.C. & AT ALL

ENDS

FINISH GRADE AT

PLANTING AREA

FINISH GRADE OF

DECORATIVE GRAVEL

METAL HEADER

BLACK

1.5"

ELEVATION

SECTION

15" M

IN

.

WIDTH AND LENGTH

AS SHOWN

ON PLANS

3" LAYER LIMESTONE

SCREENINGS

ORNAMENTAL

ENCLOSURE FENCE -

SEE DETAIL THIS

SHEET

6" COMPACTED CA-6

BASE COURSE

STEEL EDGING

ADJACENT

LANDSCAPE AREA

COMPACTED

SUBGRADE TO 95%

DENSITY

METAL STAKE

BLACK- 4'-0"

O.C. & AT ALL

ENDS

7

CHILLER ENCLOSURE DETAIL

SCALE: 1/4" = 1'-0"

10

FILTER FABRIC

3'-4"

2'

2"

4'

6"

6'-2"

2'-6"

1'

3'-3"

5'-3"

1'

2" PINEBARK FINES

MULCH

AMENDED PLANTING

BACKFILL - 24" DEPTH

30' TALL ALUMINUM FLAGPOLE - SEE

ARCHITECTURE DRAWINGS

CROWN TOP OF FOOTING 2"

FOR POSITIVE DRAINAGE

FLASH COLLAR - PER

MANUFACTURERS SPECIFICATION

FOUNDATION SLEEVE -

C.M.P. HOT DIPPED

GALVANIZED STEEL, 16

GAUGE (TYP.)

3000 P.S.I. CONCRETE

(TYP.)

DRY SAND BACKFILL -

TIGHTLY TAMP AFTER

ALIGNING POLE

1

2

" X 12" DIA. STEEL PLATE

SUPPORT - WELD TO

SPIKE AND CMP

1

2

" X 6" DIA. STEEL PLATE

SUPPORT - WELD TO

SPIKE

3

4

" DIA. WASHED

DRAINAGE GRAVEL

3

4

" DIA. STEEL LIGHTNING

GROUND SPIKE - WELD

TO STEEL PLATES

NOTE:

CONFIRM ALL DIMENSIONS WITH

MANUFACTURERS SPECIFICATIONS

PRIOR TO INSTALLATION.

COMPLETE SYSTEM SHALL INCLUDE

FLAGPOLE, COLLAR, AND RELATED

ACCESSORIES AS SUPPLIED WITH POLE.

4 HARDWOOD WEDGES

(TYP.)

FLAGPOLE FOUNDATION DETAIL

SCALE: 1" = 1'-0"

9

PLAN

2.4"

0.9"

3.3"

GRASS PAVEMENT SQUARES

ADJACENT GRASS PAVEMENT SQUARES

SEE ENLARGEMENT ABOVE

CONCRETE SAND (CLEAN, SHARP SAND)

NOTE: SEE LANDSCAPE SPECIFICATIONS FOR SOD INSTALLATION

19.7"

9.8"6.6"

ENLARGEMENT

SPECIFICATIONS

ROOT MASS TO FILL GRASS PAVEMENT SQUARES

SIDEWALK

6" OF COMPACTED CA-6 AGGREGATE BASE

HYDROGROW MIX BELOW RING

SUPPLIED FREE BY MANUFACTURER

FILTER FABRIC

TOP OF GRASS ROOT MASS

(1" ABOVE TOP OF RING)

GRASS PAVEMENT ATTACH WITH PEG AND HOLE

GRAVEL BASE COURSE

UNIT SIZE - 20" X 20" X 1" OR 40" X 40" X 1" UNIT

STRENGTH - 5,720 PSI

COLOR - BLACK (STANDARD)

RESIN - 100% POST-CONSUMER RECYCLED

HDPE/LDPE

SECTION

CA-7, 30" DEPTH

SEE CIVIL DRAWINGS

POROUS FLEXIBLE PAVING

NTS

11

CORNER POSTS SHALL BE

PLACED AS CLOSE AS POSSIBLE

TO BUILDING WHILE STILL

MAINTAINING FOUNDATION

DIAMETER. 4" MAXIMUM FROM

BUILDING WALL.

STONE MULCH - SEE

DETAIL THIS SHEET

8' WIDE DOUBLE LEAF

SWING GATE

6' HT. ORNAMENTAL

FENCE

FENCE POST FOUNDATION

PROPOSED BUILDING

7'-8" O.C.

FENCE POST

SPACING

3'-7" O

.C

.

FE

NC

E P

OS

T

SP

AC

IN

G

8'-4" O

.C

.

FE

NC

E P

OS

T

SP

AC

IN

G

3'-7" O

.C

.

FE

NC

E P

OS

T

SP

AC

IN

G

8'

D

OU

BLE

LE

AF

S

WIN

G G

AT

E

15'-6"

7'-8" O.C.

FENCE POST

SPACING

7'-8" O.C.

FENCE POST

SPACING

7'-9" O

.C

.

FE

NC

E P

OS

T

SP

AC

IN

G

7'-9" O

.C

.

FE

NC

E P

OS

T

SP

AC

IN

G

EXTEND STONE

BEYOND FENCE

12" (TYP.)

CHILLER FOOTING - SEE

REFRIGERATION DRAWINGS

2

L2.20

1

L2.20

4

L2.20

6

L2.00



ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220



PROJ. MGR:


DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:


PROJECT MANAGER

PROJECT MANAGER

E

D

C

B

A

MO

RG

AN

P

AR

K S

PO

RT

S

CE

NT

ER

11

50

5 S

W

ES

TE

RN

A

VE

.

CH

IC

AG

O, IL

6

06

43

F

G

H

As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

IT

IO

N T

YP

ES

A0.00



ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220



PROJ. MGR:


DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:


PROJECT MANAGER

PROJECT MANAGER

E

D

C

B

A

MO

RG

AN

P

AR

K S

PO

RT

S

CE

NT

ER

11

50

5 S

W

ES

TE

RN

A

VE

.

CH

IC

AG

O, IL

6

06

43

F

G

H

As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

IT

IO

N T

YP

ES

A0.00



ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220



PROJ. MGR:


DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:


PROJECT MANAGER

PROJECT MANAGER

E

D

C

B

A

MO

RG

AN

P

AR

K S

PO

RT

S

CE

NT

ER

11

50

5 S

W

ES

TE

RN

A

VE

.

CH

IC

AG

O, IL

6

06

43

F

G

H

As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

IT

IO

N T

YP

ES

A0.00L2.00

LA

ND

SC

AP

E D

ET

AILS

Required tree protection area:

shredded hardwood bark mulch

inside protected dripline area

Temporary fence outside of

tree dripline

Existing tree or trees to be

protected

Tree symbol

Tree caliper (inches)

Protected park area: no construction

staging, trafficking, or other impact this

area

Tree tag number

Temporary fence



inside protected dripline area.

Limit of construction impact

Temporary fence outside of tree

dripline

Existing tree or tree to be protected

Field approval by owner required


staging, trafficking, or other impact this

area

Temporary fence

Mulch radius under entire

dripline

Yes

Yes

None

Yes

Yes, if

protected

None

Yes

Yes

Yes

Measured tree

caliper

Varies

>63.5 CM

(<25")

>20.3 CM-63.5 CM

(>8"-25")

0 CM-20.3 CM

(0"-8")

None

Green

Green

Green

Flag tape color

Temporary fence

Existing grade

Fence (varies, see specifications).

Attach with coated wire.

Temporary fence, see specifications

spacing 1.5m o.c. Minimum or as

required to maintain fence

Tree protection

Protected park area

Tree with the dripline intersecting

the temporary fence


the temporary fence


the temporary fence

>63.5 CM

(<25")

>20.3 CM-63.5 CM

(>8"-25")

None

0 CM-20.3 CM

(0"-8")

Green &

yellow

Green &

yellow

Red

BlueTree to be relocated

Tree to be removed

Tree with the dripline intersecting the

temporary fence, rootpruned



Green &

yellow



0 CM-20.3 CM

(0"-8")

Radius of tree protection fence

at edge of dripline

None, tree protected by

temporary fence at protection

limits

Minimum 2.44m (8') or as

approved by commissioner

0.3048m (1") radius fence for each 2.54cm (1")

caliper or as approved by commissioner



Tree protection fence must be outside of tree

root zone (dripline) per tree protection table.

Mulch area enclosed by fence with shredded

hardwood bark mulch.

None, tree protected by

temporary fence at protection

limits

Trees must be removed prior to start of

construction

0.3048m (1") radius fence for each 2.54cm (1")

caliper or as approved by commissioner





Protected park area: no

construction staging, trafficking, or

other impact this area

Tree symbol

Tree tag number


Temporary fence





Construction Area

Temporary fence







staging, trafficking, or other impact

this area

Tree tag number


Tree symbol

Temporary fence

Root pruning zone: prune as directed by owner


Tree tag number


staging, trafficking, or other impact

this area.

Tree symbol

4'

Existing tree or trees to be

protected

Temporary fence outside of

tree dripline


Varies

24" for 4' height

fence

Temporary fence

Tree protection fence must be outside of

tree root zone (dripline) per tree protection

table. Mulch area enclosed by fence with

shredded hardwood bark mulch.

Varies, see drawing

Tree protection fence must be outside of tree

root zone (dripline) per tree protection table.

Mulch area enclosed by fence with shredded

hardwood bark mulch.

Construction Area

Construction Area

Construction Area

TREE DRIPLINE; ROOTPRUNING REQUIRED

N.T.S.

1

TEMPORARY FENCE INTERSECTS

DRIPLINE; NO ROOTPRUNING REQUIRED

N.T.S.

2

TEMPORARY FENCE INTERSECTS TREE

ENTIRELY WITHIN CONSTRUCTION AREA

N.T.S.

3

TEMPORARY FENCE PROTECTING TREES

FOR TREE AND PARK PROTECTION

N.T.S.

4

TYPICAL TEMPORARY FENCE


N.T.S.

5

TYPICAL TREE PROTECTION


N.T.S.

6

TYPICAL GROUP TREE PROTECTION

DRIPLINE; NO ROOTPRUNING REQUIRED

N.T.S.

7

TEMPORARY FENCE INTERSECTS TREE

TYPICAL TREE PROTECTION FENCE

N.T.S.

8

TREE PROTECTION NOTES AND TABLE

N.T.S.

9



ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220



PROJ. MGR:


DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:


PROJECT MANAGER

PROJECT MANAGER

E

D

C

B

A

MO

RG

AN

P

AR

K S

PO

RT

S

CE

NT

ER

11

50

5 S

W

ES

TE

RN

A

VE

.

CH

IC

AG

O, IL

6

06

43

F

G

H

As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

IT

IO

N T

YP

ES

A0.00L2.10

TR

EE

P

RO

TE

CT

IO

N

DE

TA

ILS

I

F

G

F

F

A

DC

B

2"

E

6"

J

FENCING STYLE B - CPD #ST-855C102

SCALE: 1" = 1'-0"

1

DIMENSIONS DIMENSIONS

POST CAP - GALV. & POWDER

COATED STL.

PER SPECS - SEE ST 855 C 302

POST - GALV. & POWDER

COATED STL.

PER SPECS - SIZE VARIES

BEVEL TOP 1" AS SHOWN

TOP 8" OF FOOTING FORMED

W/CYLINDRICAL

FIBRE FORM - SEE SPEC

CONCRETE FOOTING - SEE

SPEC

POST

DIMENSIONS/FOOTING

DEPTH

POST WIDTH/FOOTING DIAMETER

6"

B

A

E

2"

H

D

C

B

G

A

E

DRILL 2, 3/8" HOLES THROUGH

GALV. STL. TUBE, INSERT 5/16"

DIAM. GALV. STL. DOWEL TO

SUPPORT BASE OF POST.

GALV. STL. TUBE - 3 1/2" SQ.

(GALV. INSIDE & OUTSIDE)

BOTTOM OPEN TO ALLOW

DRAINAGE OF FOOTING POST.

FOOTING - CPD #ST-855C301

SCALE: 1" = 1'-0"

2

POST - CPD #ST-855C303R

SCALE: 1" = 1'-0"

3

8"

4"

2

3

4

"

1

1

4

"

6"

1

1

4

" 1

1

4

"

3

1

2

"

3" OR 4" SQ. POST

6" X 8" X

1

2

"

3/4" DIA., 4 EACH

POST WELDED TO STEEL

PLATE

EXISTING CONCRETE SLAB

BOLT PLATE TO SLAB WITH 4, 3/4"

DIA. GAL. STL. ANCHOR BOLTS 6"

LONGFINISH TO MATCH FENCE

ASSEMBLY

NOTE: FINISH ALL EXPOSED

METAL TO MATCH FENCE

ASSEMBLY - SEE SPECS.

MORTAR BED

POST WIDTH (VARIES)

3

4

"

1

4

"

1

4

"

4 SPOT WELDS

1/4" THICK GALV.

STL. PLATE

TEMPORARY CAP

FINISHED TO MATCH

FENCING SYSTEM.

GALV. SQ. STL.

TUBE

CONTRACTOR TO PROVIDE CPD WITH ONE COVER

FOR EACH REMOVABLE POST.

GALV. STL. END CAP WITH

BLUNT PROFILE SIMILAR TO

DETAIL SHOWN - SECURED

TO POST IN SHOP PER SPEC.

1/4" DIAM. ALUM. INDUSTRIAL

DRIVE RIVET SECURED IN

PRE-DRILLED HOLES PER

SPEC.

GALV. STEEL POST

POST DIMENSIONS VARY

SEE ST 855-C 301

NOTE: ALL METAL

COMPONENTS FINISHED

W/POLYESTER POWDER

COAT PER SPEC.

PRESSURE

FITTING

DETAILS - CPD #ST-855C302

SCALE: 3" = 1'-0"

6

TYPICAL POST CAP DETAILS

CPD #ST-855C132.1

SCALE: 3" = 1'-0"

7

FENCE DETAIL

CAP - TEMPORARY

SCALE: 3" = 1'-0"

8

CPD #ST-855C304

SCALE: 3" = 1'-0"

9

POST ON PLATE

ELEVATION - CPD #ST-855C304

SCALE: 3" = 1'-0"

10

POST ON PLATE

BRACKET - CPD #ST-855C132

SCALE: 3" = 1'-0"

11

ADJUSTABLE RAIL ATTACHMENT

NOTE: EACH FENCE SECTION IS TO BE

GROUNDED AND CONFORM TO THE

REQUIREMENTS OF THE CURRENT

MUNICIPAL CODE OF CHICAGO

RELATING TO ELECTRICAL INSPECTION

SCREEN FENCE - 6 FOOT HT.

SCALE: 1" = 1'-0"

12

END VIEW

PLAN DETAIL

(4X SCALE)

8'-0" SECTION WIDTH CTR TO CTR

10"

3 1/2" SPACE TYP

10"

4'-0"

3'-6"

FENCE SECTION ELEVATION

6" FENCE BOARD

2'-3 1/2"

10"

2'-3 1/2"

(10 BOARDS & 10 SPACES)

PLAN

6'-0"

STEEL POST

2" X 4" FENCE RAIL

1" X 6" FENCE BOARD

1" X 4" POST COVER

STEEL POST

2" X 4" FENCE RAIL (3)

2" NOM.

ORNAMENTAL FENCE - DOUBLE GATE

SCALE: 1" = 1'-0"

4

GATE HOLDBACK

A

SINGLE GATE LATCH

SQUARE POST HINGE

DROP BAR

DOUBLE GATE LATCH

D

B

C

E

FOR POSTS:

2 1/2" [64MM], 3" [76MM], 4" [102MM],

6" [152MM], 8" [203MM] AND 10" [254MM] SQ

ORNAMENTAL FENCE - GATE HARDWARE

SCALE: 1" = 1'-0"

5

GATE LATCH, SEE

SPECIFICATIONS

180 DEGREE GATE HINGE (TYP.)

SEE SPECIFICATIONS

GATE PANEL SHALL MATCH

ORNAMENTAL FENCE PANELS,

STYLE B - CPD # ST-855C102

NOTE: EACH FENCE SECTION IS TO BE GROUNDED AND CONFORM TO THE REQUIREMENTS OF

THE CURRENT MUNICIPAL CODE OF CHICAGO RELATING TO ELECTRICAL INSPECTION. SEE

ELECTRICAL DRAWINGS.

GATE POST, SEE

SPECIFICATIONS

8'-0"

3"

LOCKING CANE, SEE

SPECIFICATIONS

2

1

4

"

GROUND ROD AND WIRE,

SEE ELECTRICAL DRAWINGS

6'-0"

GALV. STL. POST - PRE

-DRILLED FOR SECURING

ADJUSTABLE RAIL

ATTACHMENT BRACKET -

SEE ST 855 C 301

CAP INSERT ENCAPSULATION

OF RAIL END WITHIN

ATTACHMENT BRACKET

NOTE:

SEE SPECS. REGARDING DRILLING, PUNCHING

AND FINISHING OF ALL METAL COMPONENTS

TYPICAL CHANNEL

RAIL: SEE ST 855

C101 TO C119

FACTORY

PUNCHED

SLOTTED

MOUNTING

HOLE

GALV. STL. TAMPER

RESISTANT - RIVETS

SIZED AS REQ'D.

ADJUSTABLE RAIL

ATTACHMENT BRACKET

SECURED TO STL. POST

- SEE SPEC.



ph:312.253.3400 fx: 312.253.3401

225 W. Ohio Street

4th Floor

Chicago, IL 60654

TEL: (312) 467-0123

FAX: (312) 467-0220



PROJ. MGR:


DRAWING NO.

CHICAGO

PARK

DISTRICT

541 NORTH FAIRBANKS

Chicago, Illinois

60611

É

SHEET INFORMATION

DESIGNER:

DRAWN:

CHECKED:

SCALE:

DATE:

SPEC. NO.:

JOB NO.:


PROJECT MANAGER

PROJECT MANAGER

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11

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6

06

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As indicated

P-14015

P-14015

04/16/14

BID SET 04.16.2014

PA

RT

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A0.00L2.20

FE

NC

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AILS

pl - pcschicago.com · plant code quantity ... drawing no. chicago park district 541 north...

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