4 - v3 companies · 2019. 4. 7. · naperville, iliinois 60563 aquatic innovative aquatic design,...

ConstructionDetails

7.1

DRAW / REVISIONMK/MB Issue for Permit 14MAR2019

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.W:\620-Southwest Community Park --NPD\30-ConstructionDocuments

LANDSCAPE ARCHITECT

MK/MB Bid / Permit Resubmittal 15APR2019

SCALE:

Asphalt Paving

1 1/2"=1'-0" d-asph_pav 4in_8.dwg

COMPACTED SUBGRADE TO

BE APPROVED BY OWNER

OR REPRESENTATIVE PRIOR

TO CONSTRUCTION OF

AGGREGATE BASE

HMA SURFACE COURSE

MIX D, N 50

PRIME COAT

AGGREGATE BASE COURSE,

TYPE B, CA-6 PLACED &

COMPACTED IN 2"-3" LAYERS

8"

2

1 2

"

HMA BINDER COURSE

MIX D, N 50

1

1 2

"

TRAIL

PARKING LOT

COMPACTED SUBGRADE TO

BE APPROVED BY OWNER

OR REPRESENTATIVE PRIOR

TO CONSTRUCTION OF

AGGREGATE BASE

HMA SURFACE COURSE

MIX D, N 50

PRIME COAT



COMPACTED IN 2"-3" LAYERS

8"

2

1 2

"

HMA BINDER COURSE

MIX D, N 50

1

1 2

"

NOTE: REFER TO TRAIL

SECTION DETAIL.

SCALE:

Trail Section

N.T.S d-asph_trail section 10'_12.dwg

6"

TOPSOIL

AND

SEED

Maximum of 1.5% Cross Slope

SHOULDER

1:6 M

A

X

SHOULDER

EXTEND GRAVEL

BASE 6" BEYOND

EDGE OF PAVING.

1:6 MAX

EXISTING GRADE

VARIES

3'

10' 3'

ASPHALT PAVING - TRAIL

SLOPE DIRECTION PER PLANS

NOTE: ALL AGGREGATE SUB-BASE SHALL BE MECHANICALLY COMPACTED.

TAMP ALL EDGES FOR

CLEAN FINISH

6"

1:50 MIN

1:50 M

IN

VULCAN VECOBASE

OPEN-GRADED STONE

COMPACTED SUBGRADE

SCALE:

Asphalt - Hard Court Pavement

NTS d-HardCourtPavement_NPD_12

1

1

2

" ASPHALT SURFACE COURSE

IDOT SUPERPAVE N50, OR BETTER

MIRAFI 140N (OR EQUAL)

NON-WOVEN GEOTEXTILE

PERFORATED DRAIN, SEE

UTILITIES

CA-1

2" ASPHALT BINDER COURSE

IDOT SUPERPAVE N50, OR BETTER

1

1 2

"

4"

8" M

IN

.

6" 6"

2"

SCALE:

4" Concrete Paving

1 1/2" = 1'-0" d-conc pav-5_8

COMPACTED SUBGRADE

COMPACTED CA-6

4"

4"

OR

8"

3500 PSI (minimum)

CONCRETE WITH SYNTHETIC

FIBER REINFORCING.

AT SPLASH PAD, CONCRETE

TO BE 4000 PSI

CONCRETE JOINTS

SITE: MEDIUM BROOM FINISH,

PERPENDICULAR TO PATH

DIRECTION, SCORE PATTERN TO

CREATE UNIFORM SQUARES /

RECTANGLES PER PLAN

SPLASH PAD DECK: PROVIDE

SEALED CONCRETE SURFACE WITH

SLIP-RESISTANT LIGHT-BROOM

FINISH WITHIN FENCED AREA

8" DEPTH AT DRIVEWAY

LOCATIONS ONLY, AS

NOTED ON PLANS

COMPACTED SUBGRADE

COMPACTED CA-6

6" x 6" WWM #9 -W2.9 x W2.9

8"

5"

CONCRETE PAVING MEDIUM

BROOM FINISH

4"

CONCRETE JOINTS

SCALE:

8" Concrete Paving

1 1/2"=1'-0" d-conc_pav wwm 8in_8.dwg

SCALE:

Concrete Joints

1 1/2"=1'-0" d-conc_joints_8.dwg

CONCRETE PAVING

1/8" R.

NOTES:

1. JOINTS PLAN TAKES PRIORITY OVER NOTES EXCEPT

FOR MAXIMUM SPACING.

2. CONTRACTION JOINTS TO BE PLACED 10' O.C. MAXIMUM

3. EXPANSION JOINTS TO BE PLACED 30' O.C. MAXIMUM

4. PLACE EXPANSION JOINTS BETWEEN NEW CONCRETE

POURS AND INSTALL 8" EPOXY COATED BARS, 12" O.C.

5. CURB JOINTS TO MATCH CONCRETE PAVING WHERE

APPLICABLE

6. NO 'CALIFORNIA JOINTS'

1

4

"

1

2

"

EXPANSION JOINT TO BE 1/8"

BELOW THE SURFACE OF

PAVEMENT. FILLER

MATERIAL TO BE 1/2" OR 3/4"

THICK AS PER REFERENCED

SPECIFICATION.

TOOL JOINTS

CONTRACTION JOINT -

UNIFORM AND

STRAIGHT-FORM WITH

STRAIGHT EDGE, 1/5 DEPTH

OF CONCRETE

FLUSH CURB

FINISHED GRADE IS AT TOP

OF CURB UNLESS

OTHERWISE NOTED

95% COMPACTED

SUBGRADE TO BE

APPROVED BY OWNER OR

REPRESENTATIVE PRIOR TO

CONSTRUCTION OF

AGGREGATE BASE

SCALE:

Asphalt Paving - Track

1" = 1'-0" d-track-on asphalt_12

REKORTAN R10 TRACK

SURFACING, 2 LAYER, FULL

POUR POLYURETHANE

1

1 4

"2

1 2

"

8"



COMPACTED IN 2" - 3"

LAYERS

PRIME COAT

HMA BINDER COURSE

MIX D, N 50

HMA SURFACE COURSE

MIX D, N 50

1'

NOTES:

1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

2. INTEGRAL COLOR AND STAMP PATTERN AS MANUFACTURED BY

BUTTERFIELD COLOR, PHONE: 630-723-3114 OR APPROVED EQUAL.

3. CONTRACTOR SHALL APPLY CLEAR LIQUID RELEASE AGENT AND

SILANE / SILOXANE SEALER.

4. SUBMIT ALL COLOR AND STAMP SAMPLES FOR APPROVAL BY

OWNER'S REPRESENTATIVE FOR APPROVAL.

5. CONTRACTOR RESPONSIBLE FOR ADDITIONAL TOUCH-UP AND

DETAILING TOOLS FOR COMPLETE INSTALLATION

SCALE:

Stamped Concrete

1"=1'-0" d-concrete stamp_12

STAMP PATTERN:

HADLEY CREEK SHALE TEXTURE

MATS & TOUCH-UP SKIN

PLAYGROUND MUSIC AREA

- UNI-MIX INTEGRAL COLOR:

U51 CLARY SAGE

- RELEASE: STORM GREY

- SEALER: CLEAR GUARD

PRO 350

NATURE AREA

- UNI-MIX INTEGRAL COLOR:

U11 AUTUMN OAK

- RELEASE AGENT: WALNUT

- SEALER: CLEAR GUARD

PRO 350

SCALE:

Bench Pad

1/4"=1'-0" d-benchpad_48


1

5

'

6

'

1

'

1

'

2

1

'

BENCH

3' x 4' AREA FOR COMPANION

SEATING

6

"

6

"

SLOPE FOR POSITIVE

DRAINAGE, SEE GRADING

PLAN

3

'

L

R

R

3'

R3'

3

'

LITTER AND RECYCLE

RECEPTACLES

4" CONCRETE PAVING

CONCRETE JOINT

1

2 5 8

74

3 6 9

5/6

7.1

7

7.1

7

7.1

7

7.1

5

7.1

1

7.1

5

7.2

11

ACCESS

DOOR

SEE NOTE 1

M.D.F.

40

" S

TA

ND

AR

D A

DU

LT

H

EIG

HT

27

" C

HIL

DR

EN

'S

H

EIG

HT

CONCRETE PAD

(SEE PLANS)

1" WATER

SERVICE LINE

TYPE K COPPER

2" WYE

CLEANOUT

PLUG

SEE

NOTE 2

DRINKING FOUNTAIN.

SEE SPECIFICATIONS

SLEEVE AND

CAULK AROUND

COPPER LINES

SCALE:

Drinking Fountain

N.T.S. drinking fountain _.0417

NOTES:

1. 4-STAINLESS STEEL 1/4-20 SS TORX BOLT W/ PIN

2. DRINKING FOUNTAIN MOUNTED WITH STAINLESS

STEEL SURFACE CARRIER. BOLTS TO BE

ACCESSIBLE FROM THE EXTERIOR OF DRINKING

FOUNTAIN, REMOVABLE, TAMPER PROOF AND

PAINTED BLACK.

PROVIDE

A

3

8

" WYE

STRAINER

ON THE

WATER

LINE.

18" NDS INLET WITH 2

OPENINGS. SOLID

HEAVY DUTY LID.

4" DRAIN PIPE

CONNECTION,

SEE UTILITY

PLAN

27

"5

"

32

" H

AN

DIC

AP

H

EIG

HT

6"

7

3 4

"

8

1

2

"

7"

20"

4'

4" DRAIN

10

SCALE:

Block Seating at Playground

1"=1'-0" d-block-seating_12

SQUARE CAMPUS BENCH,

SEE MANUFACTURER

SPECIFICATIONS

MULCH: FINISHED GRADE

AT LANDSCAPE BED VARIES,

SEE PLAN

COMPACTED CA-6 BASE

COMPACTED SUBGRADE

HE

IG

HT

V

AR

IE

S,

SE

E P

LA

N

VARIES,

SEE PLAN

6"

ADJACENT PAVING VARIES,

SEE PLAN. POURED-IN-PLACE

SURFACING ON GRAVEL OR

CONCRETE PAVING

3"

6"

BURY BLOCK SEATING

SEATING BELOW TOP OF

ADJACENT PAVING

EXTEND GRAVEL BASE EDGE

WHERE ADJACENT TO

LANDSCAPE BED

EXPANSION JOINT WHEN

ADJACENT TO CONCRETE

PAVING

1

7.1

ConstructionDetails

7.2


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

B6.12 Barrier Curb & Gutter

1"=1'-0" d-curb-B6.12Barrier_NPD_12

6"

6"

12

"4

"

1" RADIUS, TOOL FINISHED

#4 REBAR, CONTINUOUS 2"

CLEAR

3500 PSI CONCRETE

COMPACTED CA-6 GRAVEL

COMPACTED SUBGRADE

NOTE: CONTRACTION

JOINTS 10' O.C.- TOOLED,

EXPANSION JOINTS 30' O.C.

ADJACENT LANDSCAPE BED

CONTROL JOINT

CONCRETE PAVING

SCALE:

Integral Curb at Splash Pad

1" = 1'-0" d-curb_integral 12in_12.dwg

AS PER PLANS

1'

4"

ORNAMENTAL FENCE - 4'

HEIGHT

3

3

4

"

6"

1" RADIUS ON TOP

EDGES, LIGHT BROOM or

RUBBED FINISH ON ALL

EXPOSED SURFACES.

MULCH: FINISHED GRADE

AT LANDSCAPE BED VARIES,

SEE PLAN

THREE HORIZ. #4 REBAR,

CONTINUOUS, 3" CLEAR,

OVERLAP, 12" MINIMUM AT

SPLICES. DOWEL AT

EXPANSION JOINTS.

COMPACTED CA-6 BASE

COMPACTED SUBGRADE

NOTES:

1. CONTRACTION JOINTS TO 10' O.C. MAX.

2. EXPANSION JOINTS TO BE 35' O.C. MAX.

3. MATCH JOINTS TO CONCRETE PAVING

JOINTS, WHERE POSSIBLE

15

"1

8"

6"

1'

SCALE:

Raised Planter Curb

1" = 1'-0" d-curb-landscape_12

EXPANSION JOINT WHERE

ADJACENT TO PAVING

#4 REBAR VERTICAL AT

24" O.C., 3" CLEAR

SKATE DETERRENT AT 36" O.C.

WHERE ADJACENT TO CONCRETE

AND 18" FROM END. DO NOT

APPLY AT GROUT JOINTS.

INSTALL PER MANUFACTURER

RECOMMENDATIONS

15

" O

R M

AY

VA

RY

, S

EE

GR

AD

IN

G P

LA

N

ADJACENT SURFACING,

SEE PLANS

SCALE:

Poured-In-Place Surfacing On Concrete

1"=1'-0" d-pip_on concrete_12.dwg

COMPACTED SUBGRADE

COMPACTED CA-6

NOTES:

1. DEPTH OF RUBBER SHALL MEET ASTM F-1292 REQUIREMENTS FOR CRITICAL

FALL HEIGHT. SEE PLAN.

2. EXPANSION JOINTS SHALL BE PLACE PER PLANS AND AT TOPS OF MOUNDS

PER DETAIL. ALL EXPANSION JOINTS SHALL BE PROFLEX VINYL JOINT FILLER

OR EQUAL WITH AN 18" EPOXY COATED DOWEL, 18" O.C.

3. EXPANSION JOINTS SHALL SHALL ALSO BE ADDED AT CURBS AND WALKS WITH

18" SMOOTH DOWELS, 18" O.C.

4. PLACE WWM ON STEEL SUPPORTS

5. COLOR AND PATTERN TO BE PER PLANS

4" CONCRETE PAVING

POURED RUBBER SURFACE

SLOPE PER PLANS

6"

4"

1"

4"

8"

MIN

.V

AR

IE

S

SCALE:

Poured-in-Place Surfacing On Gravel

1"=1'-0" d-pip-on gravel_12.dwg

NOTE:

1. DEPTH OF RUBBER SHALL MEET ASTM F-1292

REQUIREMENTS FOR CRITICAL FALL HEIGHT. SEE PLAN.

2. SEE DRAWINGS FOR COLOR MIX AND PATTERN.

POURED-IN-PLACE RUBBER

SURFACE IMPACT

ATTENUATION LAYER.

COMPACTED CA-7

COMPACTED SUBGRADE

POURED-IN-PLACE RUBBER

SURFACE WEAR COURSE,

TYP.

6 OZ NON-WOVEN

GEOTEXTILE FABRIC,

OVERLAP EDGES 12" MIN.

SCALE:

Integral Curb at Mound

N.T.S. d-pip_ mound at ramp_1_12.dwg

COMPACTED SUBGRADE

COMPACTED CA-6

OUTSIDE EDGE OF SURFACE

SHALL BE SLOPED PER

PLANS, 1:1 MAX

NOTES:


FALL HEIGHT.

CONCRETE JOINTS -

EXPANSION JOINT WITH

SMOOTH DOWEL

6"

1'

4"

X

X

X

X

5"

7"

POURED-IN-PLACE

SURFACING ON CONCRETE

4" CONCRETE PAVING

(2) #4 REBAR CONTINUOUS

SCALE:

Playground Mound Transition

1"=1' play surfacing mound transition

THICKENED CONCRETE

EDGE ALONG PERIMETER OF

BERM

POURED-IN-PLACE



SHALL BE SLOPED PER

PLANS, 2:1 MAX SEE

GRADING PLAN

NOTES:


FALL HEIGHT.

6"

1'

4"

#4 REBAR CONTINUOUS

#4 REBAR TURNED, 18" O.C.,

TIE TO HORIZONTAL AND

WWM, 2" MIN. CLEAR

R

2

'

SCALE:

Depressed Curb

1 1/2"=1'-0" d-curb_depressed _8.dwg

1'6"

6

3 4

"

3 8

"

6"

6"

PITCH CURB

1/2" AWAY

3500 PSI CONCRETE

PITCH GUTTER PAN IN

DIRECTION INDICATED

ON PLAN

COMPACTED

GRANULAR BASE

COMPACTED

SUBGRADE

NOTE:

PLACE EXPANSION JOINTS MIN. 30' O.C. AND CONTRACTION

JOINTS MIN. 10' O.C., MATCH WALK WHERE POSSIBLE

2 - #4 REBAR, 2" CLEAR

CONTINUOUS, 1'-0" OVERLAP

MIN. AT REBAR JOINTS

SCALE:

Integral Curb at Boardwalk

1" = 1'-0" d-bridge-bridge-abut_12.dwg

18"

4"

9"

PER PLANS

1'

2"

5

1 2

"

#4 REBAR, CONTINIOUS 2"

MIN. CLEAR

3500 PSI CONCRETE (MIN)


COMPACTED SUBGRADE

CONTROL JOINT

4" CONCRETE PAVING

PIN BOARDWALK TO FOOTING

PER MANUFACTURER.

3"

CONNECT TO FOOTING WITH

ANGLE BRACKET AND (2)

1

2

"

MIN. BOLTS ON FRAME SIDE

AND (2)

1

2

" TAPCON ON

CONCRETE SIDE

ADD PROFLEX EXPANSION

JOINT MATERIAL BETWEEN

CURB AND BOARDWALK

SCALE:

Surfacing Mound Peak

N.T.S. d-pip_mound peak_12.dwg

COMPACTED SUBGRADE


SHALL BE SLOPED PER

PLANS, 1:1 MAX

X

X

X

X

X

NOTES:


FALL HEIGHT.

2. ALL EXPANSION JOINTS SHALL BE PROFLEX VINYL JOINT FILLER OR EQUAL

WITH A SMOOTH DOWEL, 18" O.C.

3. PLACE WWM ON STEEL SUPPORTS

4. COLOR TO BE PER PLANS

VARIES, SEE PLANS

12

"

POURED-IN-PLACE


EXPANSION JOINT WITH

SMOOTH DOWELS

XX

CONCRETE PAVING WITH

6x6 WWM

SCALE:

Grill Post Footing

1"=1'-0" d-grill footing_12

3'-6

"

3500 PSI CONCRETE

FOOTING

SLOPE TOP OF FOOTING TO

MATCH PAVING SLOPE,

FLUSH WITH FINISHED

GRADE. FINISH WITH

MEDIUM BROOM, SQUARE

AT TOP

1/2" EXPANSION JOINT

AROUND ENTIRE PERIMETER

4" CONCRETE PAVING

COMPACTED SUBGRADE

S

EE

S

PE

CS

FO

R D

EP

TH

1' SQ. MIN CONCRETE

FOOTING FOR ASW-20

SERIES ACCESSIBLE GRILL.

2' SQ. MIN CONCRETE

FOOTING FOR LARGE

GROUP Q-3 SERIES GRILL

1" RADIUS ON TOP EDGES,

LIGHT BROOM OR RUBBED

FINISH ON ALL EXPOSED

SURFACES.

FINISHED GRADE IS AT TOP

OF CURB UNLESS

OTHERWISE NOTED

#4 REBAR TOP AND BOTTOM,


OVERLAP 12" MINIMUM AT

SPLICES. DOWEL AT

EXPANSION JOINTS.

COMPACTED CA-6 OR

GRANULAR BASE

COMPACTED SUBGRADE

NOTES:

1. CONTRACTION JOINTS TO 10' O.C. MAXIMUM

2. EXPANSION JOINTS TO BE 25' O.C. MAXIMUM

SCALE:

Flush Curb

1" = 1'-0" d-conc curb-pip_12

12

"6

"

6"

1

2

" CHAMFER

ADJACENT SURFACING

VARIES, SEE PLANS

3

2

1

4

5

6 9

8

7 10

11

12

5

7.1

8

7.2

8

7.2

5

7.1

5

7.1

7

7.1

8

7.2

5

7.1

2

7.12

ADA PARKING SIGN

SCALE:

Accessible Parking Space

NTS d-ADA-accessible parking space_12

MIN.

SEE PLANS

6" FROM

BACK OF

CURB

ConstructionDetails

7.3


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Detectable Warning

N.T.S. d-truncated dome-ada tile_12.dwg

TILES AT EDGES TO FIT

WALKWAY EDGE IN A STRAIGHT

AND TRUE LINE OR TO FOLLOW

RADIUS WHERE APPROPRIATE.

LAYOUT TO BE APPROVED BY

OWNER'S REP.

INSTALL ADA TILES IN WET

CONCRETE. PRESS INTO

CONCRETE PER

MANUFACTURER'S

SPECIFICATIONS. CONCRETE

ANCHORS AND EDGE SEALANT AS

PROVIDED BY MANUFACTURER.

INSTALL CONCRETE ANCHORS PER

MANUFACTURE'S SPECIFICATION

2'

NOTE; WHEN INSTALLED ON A

RADIUS TILE EDGES TO FIT FLUSH

TO ONE ANOTHER. DO NOT CUT

TILE.

ADA Solutions, Inc.

PH: 800.372.0519.

COLOR: BRICK RED

US PATENT # 7,779,581

SEE PLANS

SCALE:

Crosswalk

1"=1'-0" d-curb-B6.12Barrier_inlets_NPD_12

SCALE:

ADA Parking Sign

NTS d-sign_ada metal no base_12.dwg

NOTES:

1. ATTACH WITH 5/16" CARRIAGE BOLTS

(GALVANIZED), PEEN THREADS.

2. SIGNS TO BE REFLECTIVE MATERIAL OVER

ALUMINUM METAL.

3. INCLUDE TWO VAN ACCESSIBLE PARKING

SIGNS, MINIMUM ONE AT EACH END OF

PARKING LOT - INSTALL PER STATE AND

LOCAL CODE

ADA PARKING SPACE ONLY

SMALL SIGN - "$250 FINE"

12-GAUGE GALVANIZED 2"

SQUARE BREAKAWAY SIGN

POST AND BASE, LOCATE

PER PLAN

SLEEVE AT PAVING

CONTRACTORS OPTION:

R-4907 SERIES BASE CASTING

FOR SIGN MAY BE USED

INSTEAD OF PVC SLEEVE AT

PAVING AS PROVIDED BY

NEENAH FOUNDRY PH:

800-558-5075 OR APPROVED

EQUAL.

1'-0"

1'-6

"6

"3

'-0

" M

IN

.

ADA PARKING SPACE ONLY

LARGE SIGN - PER STATE

AND LOCAL CODE

5'-0

"

COMPACTED

SUBGRADE

SCALE:

Artificial Turf at Fitness

1"=1'-0" d-turf fitness_12

SYNTHETIC TURF AND

INFILL, BY OTHERS

2x4 COMPOSITE NAILER

BOARD SECURED TO CURB.

MOUNT

1

2

" TO

3

4

" BELOW

CONCRETE SURFACE.

ATTACH TURF TO BOARD WITH

1" GALVANIZED STAPLES, BY

OTHERS

6 OZ NON WOVEN FILTER

FABRIC, OVERLAP SEAMS 12"

MIN., WRAP FABRIC AT EDGES

COMPACTED CA-7

1"

1"

3"

4" CONCRETE PAVING

1" SAFETYFOAM PRO, BY OTHERS

BACKING, BY OTHERS

COMPACTED SUBGRADE

FLUSH CURB

3"

NOTE:

INSTALLATION OF GRAVEL

SUBBASE AND ADJACENT CURB

PAVING TO BE COMPLETED BY

CONTRACTOR. NAILER BOARD,

FOAM AND TURF IS BY OTHERS.

1 2

"

SCALE:

Artificial Turf at Challenge

1"=1'-0" d-turfchallenge_12

SYNTHETIC TURF AND

INFILL, BY OTHERS

2x4 COMPOSITE NAILER

BOARD SECURED TO CURB.

MOUNT

1

2

" TO

3

4

" BELOW

CONCRETE SURFACE.

ATTACH TURF TO BOARD WITH

1" GALVANIZED STAPLES, BY

OTHERS

6 OZ NON WOVEN FILTER

FABRIC, OVERLAP SEAMS 12"

MIN., WRAP FABRIC AT EDGES

COMPACTED CA-7

4"

4"

3"

4" CONCRETE PAVING

4" SAFETYCEL, BY OTHERS

BACKING, BY OTHERS

COMPACTED SUBGRADE

FLUSH CURB

3"

1 2

"

NOTE:

INSTALLATION OF GRAVEL

SUBBASE AND ADJACENT CURB

PAVING TO BE COMPLETED BY

CONTRACTOR. NAILER BOARD,

FOAM AND TURF IS BY OTHERS.

1 3

2 5

7

6

5

7.1

5

7.2

5

7.1

5

7.2

7

7.3

SCALE:

Bollard

1"=1'-0" d-bollard_12.dwg

3"

3'

DEPRESSED CURB


4" CONCRETE PAVING

1'-6"

EXPANSION JOINT

SURFACE MOUNT BOLLARD,

SEE LAYOUT PLANS

3'-6

" M

IN

.

1'-6" DIA.


MATCH PAVING SLOPE,

FLUSH WITH FINISHED

GRADE

4000 PSI MIN., CONCRETE

FOOTING

FOLD DOWN BASE AND ANCHOR

CASTING AS PROVIDED BY

MANUFACTURER. ALL HARDWARE

TO BE STAINLESS STEEL.

3'

TIP DOWN BOLLARD,

SEE LAYOUT PLANS

ANCHOR BOLT, PROVIDE 1

1

2

"

PROJECTION ABOVE THE

CONCRETE PIER

(4) #4 REBAR AT 37" LONG,

1

1

2

" CLEAR AT ALL SIDES

(4) #3 REBAR HOOP TIES WITH 12"

MIN LAP. ONE AT BOTTOM, ONE AT

MIDDLE, TWO AT TOP

INSTALL #3 REBAR THRU

THE FORM FOR SUPPORT

ANCHOR BOLT

TIP DOWN BOLLARD

SURFACE MOUNT BOLLARD

DEPRESSED CURB


EXPANSION JOINT

4

1

7.1

5

7.1

6

7.2

1

7.1

6

7.2

ConstructionDetails

7.4


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Prep Counter

1/2"=1'-0" d-prep counter_24

3'-3

"

3"

3'

4'-2"

3'-10"

2'-0

1 2

"

3"

1'-9

1 2

"

ELEVATION

PLAN VIEW

OVERHANG COUNTERTOP 1"

ON ALL SIDES

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD.

2. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CUT SHEETS

TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO

ORDERING MATERIAL.

3. CONTRACTOR TO SUBMIT COUNTERTOP SAMPLES FOR

OWNER'S APPROVAL.

4. COUNTERTOP TO MATCH BUILDING MATERIAL AND COLOR

COMPACTED SUBGRADE

COMPACTED GRANULAR BASE

CONCRETE COUNTERTOP, 3" THICK, TO BE POLISHED ON TOP AND

ALL SIDES. SEALED WITH V-SEAL AND TK6 NANICOAT LOW GLOSS

COUNTERTOP SEALER

2'

2'-2

"

FACE OF BRICK BELOW

COUNTERTOP TO OVERHANG 1"

ON ALL SIDES, INCLUDE DRIP

EDGE UNDERNEATH

8'

FINISH GRADE

BRICK, MATCH BUILDING

MATERIAL AND COLOR

4" CONCRETE PAVING

1/2" DIA. X 8" DOWEL, TYP.

VINYL THRU-WALL FLASHING, CUT EDGE

CLEAN

EXPANSION JOINT ON ALL SIDES WITH

DOWEL

CONCRETE COUNTERTOP

1/2" MORTAR SETTING BED

4x8x8 CMU - INTERNAL AND EXTERIOR CMU

TO SUPPORT COUNTERTOP

BRICK, SEE NOTES

3"

4"

3'-4"

4'-4"

COLUMN - SECTION

MASONRY ANCHORS, 12" O.C. BOTH WAYS,

TYP.

EXPANSION JOINT ON

ALL SIDES WITH DOWEL

3'-2

"

#4 REBAR, 12" O.C. HORIZONTAL AND 18"

O.C. VERTICAL, TIE WITH 6" OVERLAP

WHERE PIECES MEET, EXTEND UP INTO

CMU AT BASE

4x8x8 CMU

VINYL THRU-WALL BASE FLASHING, CUT

EDGE CLEAN

4" CONCRETE PAVING

8" CONCRETE PAVING

8" CONCRETE PAVING

WEEP HOLE, 24" O.C.

SCALE:

Accent Wall

1"=1'-0" d-wall-seatwall.dwg

1'-10"

3" C

LE

AR

, T

YP

.

4'

1'-10"

1'-1"

4

1

2

"4

1

2

"

LE

NG

TH

A

ND

R

AD

IU

S

OF

W

AL

L V

AR

IE

S,

SE

E P

LA

NS

6"

3"

2'

0"

3"

+/- 9

'

2'

EQ

.E

Q.

EQ

.

3'-0" O.C.

1

2

"

1

4

"1

4

"

3"

CL

EA

R,

TY

P.

17

"-1

9"

0" - 2

" V

AR

IE

S,

SE

E G

RA

DIN

G P

LA

N

15

-1

6"

SECTION

#4 REBAR, 12" O.C.

HORIZONTAL AND 18" O.C.

VERTICAL, TIE WITH 6"

OVERLAP WHERE PIECES MEET

COMPACTED SUBGRADE

CONCRETE PAVING,

EXPANSION JOINT WHERE

ADJACENT TO WALL

NOTES:

1. VERIFY ALL DIMENSIONS IN FIELD.

2. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER'S REPRESENTATIVE FOR

APPROVAL PRIOR TO MANUFACTURING ANY PRECAST.

3. ALL PRECAST ITEMS TO BE FREE FROM IMPERFECTIONS, INCLUDING BUT NOT LIMITED

TO CHIPPED EDGES, BROKEN CORNERS, AND CRACKS.

4. PRECAST CAP COLOR SHALL MATCH BUILDING MATERIAL AND COLOR. SUBMIT SAMPLE

5. SKATE DETERRENTS TO BE WHITE OAK FAMILY AND MAPLE LEAF FAMILY, MIXED EVENLY

AND PROVIDED BY BARRETT ROBINSON, OR APPROVED EQUAL. PHONE: 949-493-9855.

6. ACCENT WALLS SHOWN AS ALTERNATES SHALL HAVE CONCRETE PAVING IN THEIR

PLACE AS THE BASE BID.

PLAN

#4 REBAR, 12" O.C.

HORIZONTAL AND 18" O.C.


OVERLAP WHERE PIECES

MEET

CONCRETE FOOTING

1/2" DIA. X 8" DOWEL, TYP.

BLUESKIN TWF

SELF-ADHESIVE THRU-WALL

FLASHING MEMBRANE

THRU-WALL BASE FLASHING

PRECAST CAP

1/2" MORTAR SETTING BED

MASONRY ANCHORS, 12" O.C.

BOTH WAYS, TYP.

BRICK VENEER, CONCAVE MORTAR

JOINTS. FACE ALL SIDES OF THE

WALL. SUBMIT SAMPLE FOR REVIEW

BY OWNERS REPRESENTATIVE.

BRICK TO MATCH BUILDING MATERIAL

FINISHED GRADE

CA-6 SUBGRADE

PRECAST CAP - ELEVATION

PRECAST CAP - SECTION

PRECAST CAP - PLAN (NTS)

3/4" DIA. HOLE TO ACCEPT 1/2"

DOWEL, COORDINATE WITH

FOOTING, 2'-0" O.C. MAX.

SKATE DETERRENT AT 36"

O.C. WHERE ADJACENT TO

CONCRETE AND 18" FROM

END. DO NOT APPLY AT

GROUT JOINTS. INSTALL

PER MANUFACTURER

RECOMMENDATIONS, TYP.

WRAP CHAMFER AND MITER

EXPOSED EDGES

1" CHAMFER EDGE

1/4" EXPANSION JOINT,

COLOR TO MATCH PRECAST

PRECAST CAP - SKATE

DETERRENT NOTCH (NTS)

COMPACTED SUBGRADE

WRAP BRICK AROUND

CORNERS

1" CHAMFER EDGE, TYP.

3/4" DIA. HOLE TO ACCEPT 1/2"

DOWEL, COORDINATE WITH

FOOTING, 2'-0" O.C. MAX.

1/4" DRIP EDGE, CONTINUOUS ALL SIDES

SKATE DETERRENT AT 36"

O.C. WHERE ADJACENT TO

CONCRETE AND 18" FROM

END. DO NOT APPLY AT

GROUT JOINTS. INSTALL

PER MANUFACTURER

RECOMMENDATIONS, TYP.

1"1"

SCALE:

Boardwalk

1/4"=1'-0" d-bridge-rain garden_48

STANDARD BOARDWALK

WITH STEEL FRAME

6'

12

'

INTEGRAL CURB AT

BOARDWALK

SYP DECKING

BASIS OF DESIGN

WICKCRAFT CO.

2317 DANIELS ST.

MADISON,WISCONSIN 53718

PH: 608.244.9177

CONCRETE AND DECKING

TO MEET FLUSH

MINIMUM INSIDE WIDTH 6'

BOARDWALK TOE KICK,

BOTH SIDES

ADJUSTABLE LEG ASSEMBLY

BASE PLATE, (2)

1

2

" CONC.

ANCHOR BOLTS IN PLACE

WITH STAINLESS STEEL

TOP OF FOOTING TO SLOPE

FOR POSITIVE DRAINAGE

3500 P.S.I. CONCRETE

FOOTING

A. #3 HOOPS AT 12" O.C.

MAX APART FROM EACH

OTHER

B. (4) #6 VERTICAL BARS -

EVENLY SPACED

COMPACTED SUBGRADE

1'-6" MIN. DIA.

4' M

IN

.

ADJACENT MATERIAL

VARIES, SEE PLANS

12" SQUARE

1'

2" MIN.

BOARDWALK FOOTING - NTS

BOARDWALK FOOTING (4),

TYPICAL

6" 6"

SCALE:

Boardwalk Toe Kick

1"=1'-0" d-boardwalk toe kick_12

2x4 PLASTIC LUMBER

2x4 PLASTIC LUMBER

BLOCKING

6" min 24" max 6" min

BOARDWALK DECKING

OPEN

HORIZONTAL ALIGNMENT TO

CURVE WITH OUTSIDE EDGE

OF DECK BOARDS

NOTE

ALL FASTENERS TO BE STAINLESS, AS

PROVIDED BY WICKCRAFT

ELEVATION

COMPACTED SUBGRADE

SLOPE TOP OF FOOTING,

FINISH WITH MEDIUM

BROOM

FINISH GRADE

SURFACE MOUNT WITH

PERMANENT STAINLESS

STEEL BOLTS.

SITE FURNITURE. QUANTITY

AND CONNECTION VARIES

PER SITE FURNITURE. SEE

PLANS AND MANUFACTURER

RECOMMENDATIONS

SCALE:

Site Furniture - Surface Mount

1"=1'-0" d-furn-surface mount-footing_12.dwg

4" CONCRETE PAVING

1

3

4

52

2

7.2

5

7.4

5

7.1

5

7.1

6

7.1

Shelter Details

7.5


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Dugout

1/8"=1'-0" d-dugout_96

EXPLODED VIEW

POST INSTALLATION LAYOUT

TOP OF CONCRETE SLAB OR FINISHED GRADE

(T.B.D. BY CUSTOMER)

NOTE: ALL DIMENSIONS SHOWN ARE

TO THE CENTERS OF POSTS

(5) POSTS

Ø2 1/2" SCH 40

GALVANIZED PIPE

(2) 3/8" x 1 1/4"

GALV BOLT w/(2)FW & NUT

TYP ALL GIRT CONNECTIONS

1/2" x 4 1/2"

GALV BOLT w/

(2)FW & NUT, TYP ALL

POST CONNECTIONS

8" x 14 GA

GALVANIZED

(G-90) ROOF GIRTS

POWDER COATED

26 GA PRE-FINISHED

METAL ROOF PANELS

1/2" x 3 3/4" GALV

STUD ANCHORS

TYP ALL POST BASES

26 GA "J" CHANNEL

(4) PLACES

#12 x 1 1/4"

SELF-TAPPING SCREWS

1

9

'

-

6

"R

E

F

9

'

-

6

"

R

E

F

9

'

-

9

"

R

E

F

8'-9

"

RE

F

9'-7

"

RE

F

9'-10"

RE

F

FRONT

1

0

'-

1

1

/

2

"

O

A

W

3

1

/

2

"

O

V

E

R

H

A

N

G

1

9

'

-

1

0

"

O

A

L

9'-0

3

/8

"

RE

F

20 FT JWI

DUGOUT SYSTEM

MODEL #DG-10-20

(2) UNITS REQUIRED

GIRTS

· POWDER COAT FINISH - 4.5 MILS (TOTAL D.F.T.)

PRE-TREATMENT: IRON PHOSPHATE WASH

UNDERCOAT: ANTI-CHIP EPOXY PRIMER

w/ ENHANCED EDGE COVERAGE

POWDER TECHNOLOGY, INC

#PT-ES65-ES11

COLOR: LIGHT GRAY

TOP COAT: POLYESTER T.G.I.C.

Manufacturer T.B.D.

# T.B.D.

COLOR: SEE PLANS

FINISH SPECIFICATIONS

ROOF PANELS, J-CHANNEL, & SCREWS

· FINISH

KYNAR 500 COLOR: REGAL WHITE

POSTS

· GALVANIZE

HOT DIP: PER ASTM A123

· POWDER COAT FINISH - 4.5 MILS (TOTAL D.F.T.)

PRE-TREATMENT: IRON PHOSPHATE WASH

UNDERCOAT: ANTI-CHIP EPOXY PRIMER

w/ ENHANCED EDGE COVERAGE

POWDER TECHNOLOGY, INC

#PT-ES65-ES11

COLOR: LIGHT GRAY

TOP COAT: POLYESTER T.G.I.C.

Manufacturer T.B.D.

# T.B.D.

COLOR: SEE PLANS

8" x 14 GA

GALVANIZED (G-90)

ROOF GIRTS

POWDER COATED

NOTES:

1. MANUFACTURER:

JW INDUSTRIES

2. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS AND

EQUIPMENT FOR A COMPLETE INSTALLATION. CONTRACTOR TO

ORDER, TAKE DELIVERY OF SHELTER AND INSTALL COMPLETE.

UNCRATE, CHECK, DELIVER TO SITE AND FULLY ASSEMBLE AND

INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL

ANCHOR BOLTS SUPPLIED BY MANUFACURER.

4. BID ITEMS TO INCLUDE COMPLETE SHELTER INCLUDING FOOTINGS,

FILL & COMPACTION

5. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION

INSTRUCTIONS.

6. ALL STEEL COMPONENTS TO BE POWDERCOATED.

CONCRETE FOOTING, SEE

SPECS.

COMPACTED SUBGRADE

#6 REBAR, 12" O.C.

HORIZONTAL AND 6 TOTAL



MEET

2'-6" SQ.

2" C

LE

AR

, T

YP

.

4'

DUGOUT POST, INSTALL PER

MANUFACTURER

CONCRETE JOINTS

EXPANSION JOINT AT

CONCRETE PAVING

TOP OF FOOTING SHALL BE

BROOM FINISHED AND HAVE

TOOLED EDGE. TOP OF FOOTINGS

SHALL BE LEVEL WITH EACH

OTHER AND SQUARE, FRAMED TO

MATCH SCORING PLAN.

NOTE:

EXAMPLE FOOTING DIMENSIONS SHOWN.

FINAL FOOTING SIZE MAY DIFFER BASED ON

MANUFACTURER'S RECOMMENDATIONS.

OR AS NOTED

ADJACENT PAVING,

CONCRETE OR PAVERS

DUGOUT FOOTING - NTS

Chainlink Fence - 6' Height

SCALE:

Trellis at Nature Area

1/4"=1'-0" d-shelter-trellis at nature_48

ALL STRUCTURAL

COMPONENTS WILL BE:

TUBE: ASTM A500 GRADE B

PLATE: ASTM A36

BOLTS: ASTM A325

NUTS: ASTM A563

WELDING: GMAW

NOTE:

COLUMN SIZE:

HSS 5x5x3/16

PRELIMINARY: NOT FOR

CONSTRUCTION

Z (INSIDE OF BUILDING)

THESE FOUNDATION LOADS ARE FOR ESTIMATING PURPOSE ONLY.

THE ACTUAL LOADS WILL BE DETERMINED IN THE FINAL ENGINEERING

NOTES:

- TABLE SHOWS UNFACTORED SERVICE LOADS

- A FOUNDATION DESIGN HAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC.

- A LICENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION SITE

MUST PERFORM A FOUNDATION DESIGN.

- THE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE.

- CONSULT ICON SHELTER SYSTEMS INC. IF THE STRUCTURE IS TO BE ENCLOSED.

- COORDINATES ARE LOCAL TO THE COLUMN

24'

12' 12'

13

'

2

7

'

-

3

1

2

"

R

E

F

8'-6

"

9'-4

1 4

"

GRADE

LASER CUT ROOF PANELS

LEMON SHERBERT PATTERN

GRADE

17

'

26'

LASER CUT PATTERN:

LEMON SHERBERT

NOTES:

1. MANUFACTURER:

ICON SHELTER SYSTEMS, INC.

2. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS AND EQUIPMENT FOR A COMPLETE

INSTALLATION. CONTRACTOR TO ORDER, TAKE DELIVERY OF SHELTER AND INSTALL COMPLETE.

UNCRATE, CHECK, DELIVER TO SITE AND FULLY ASSEMBLE AND INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL ANCHOR BOLTS SUPPLIED BY

MANUFACURER.

4. BID ITEMS TO INCLUDE COMPLETE SHELTER INCLUDING FOOTINGS, FILL & COMPACTION

5. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS.


CONCRETE FOOTING, SEE SPECS.

COMPACTED SUBGRADE

(4) #5 REBAR, VERTICAL, TIE

WITH 6" OVERLAP WHERE

PIECES MEET

2' DIA.

3" C

LE

AR

, T

YP

.

3'-6

"

SHELTER POST, INSTALL PER

MANUFACTURER WITH COVERS

CONCRETE JOINTS

EXPANSION JOINT AT

CONCRETE PAVING

TOP OF FOOTING SHALL BE BROOM

FINISHED AND HAVE TOOLED EDGE.

TOP OF FOOTINGS SHALL BE LEVEL

WITH EACH OTHER AND SQUARE,

FRAMED TO MATCH SCORING PLAN.

ADJACENT PAVING,

CONCRETE OR PAVERS

TRELLIS FOOTING - NTS

DEFINITIONS:

DL = SERVICE LEVEL DEAD LOAD REACTION WITH THE GREATEST AXIAL LOAD

SL = SERVICE LEVEL SNOW LOAD REACTION WITH THE GREATEST AXIAL LOAD

W-UL = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST UPLIFT LOAD

W-Y = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Y DIRECTION

W-Z = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST SHEAR VALUE

ACTING IN THE SAME DIRECTION AS THE DL SHEAR LOAD

E-Y = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF


E-Z = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Z DIRECTION

(4) #4 TIES EQUALLY SPACED

THROUGHOUT REMAINDER OF

DEPTH

(3) #4 TIES WITHIN TOP 6" OF

FOOTING

1

2

3

7.10

7

7.1

7

7.1

AutoCAD SHX Text

FINAL ASSEMBLY

AutoCAD SHX Text

DESCRIPTION

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DATE

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REV

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REPRESENTATIVE:

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DESIGN FIRM:

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SHEET NUMBER:

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REV BY:

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CLIENT:

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PROJECT:

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JOB#:

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DATE:

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DRAWN BY:

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5662 Glendale Ave. Green Bay, WI 54313 (920) 865-7307 Fax (920) 865-7777 [email protected]

AutoCAD SHX Text

JW INDUSTRIESinc. INDUSTRIESinc.INDUSTRIESinc.inc.

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"We provide everything except the spectators."

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DUGOUT SYSTEM MODEL #DUG-10-20

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JW INDUSTRIES, INC.

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03-28-12

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KMW

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1 OF 1

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C

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C

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C

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C

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FRONT

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C

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C

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DESIGN PARAMETERS - DUGOUT (PER 2009 IBC CODE) PER 2009 IBC CODE) ) CLASSIFICATION (SECTION 312) UTILITY & MISCELLANEOUS - GROUP U ROOF LOAD = 27 PSF WIND LOADS = 21 PSF (BASED ON A STRUCTURE HEIGHT OF 10ft OR LESS) FASTENERS PRIME CONNECTIONS = A325 - GALVANIZED ALL OTHERS = A325 & GRADE 5 - GALVANIZED

AutoCAD SHX Text

Y

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FOUNDATION LOADS

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(KIPS, IN-KIPS)

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LOADS TO FOUNDATION

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LOAD COMBINATION

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CL1

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DL

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SL

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W-UPLIFT

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W-FY

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W-FZ

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E-FY

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E-Z

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1.06

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2.43

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-1.81

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-0.63

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-1.81

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0.00

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-0.12

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0.00

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0.00

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0.00

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-0.23

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0.00

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-0.24

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0.00

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0.06

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0.17

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-1.58

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-0.06

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-1.58

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0.00

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-0.24

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-2.17

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-6.13

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105.13

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2.12

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105.13

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0.00

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16.20

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0.00

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0.00

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-0.07

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-12.46

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-0.07

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-14.31

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0.00

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AXIAL (Fx)

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SHEAR (Fy)

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SHEAR (Fz)

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MOMENT (My)

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MOMENT (Mz)

Shelter Details

7.6


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Wolf's Crossing Pavilion

1/8"=1'-0" d-WolfsCrossingPavilion_96

NOTES:

1. MANUFACTURER:

A. ICON, SUPPLIER: PARKREATION 847-419-7744

2. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS AND EQUIPMENT FOR A

COMPLETE INSTALLATION. CONTRACTOR TO ORDER, TAKE DELIVERY OF

SHELTER AND INSTALL COMPLETE. UNCRATE, CHECK, DELIVER TO SITE AND

FULLY ASSEMBLE AND INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL ANCHOR

BOLTS SUPPLIED BY MANUFACURER.

4. BID ITEMS TO INCLUDE COMPLETE SHELTER INCLUDING FOOTINGS, FILL &

COMPACTION



7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE STAINED WITH NATURAL

COLOR STAIN PER SPECS.


SPECS.

COMPACTED SUBGRADE

#6 REBAR, 12" O.C.




MEET

3'-6" SQ.

2" C

LE

AR

, T

YP

.

4'-1

0"

SHELTER POST, INSTALL PER

MANUFACTURER WITH BASE

COVERS

CONCRETE JOINTS

EXPANSION JOINT AT

CONCRETE PAVING






MATCH SCORING PLAN.

ADJACENT PAVING,

CONCRETE OR PAVERS

SHELTER FOOTING - NTS

17'-7

3

16

"

11'-5

1

8

"

STANDING SEAM PANEL SECTION

16 3/16" OVERALL

16" COVER WIDTH

1"

ROOF CLIP

PANCAKE HEAD

SCREW

STARTER TRIM

**INSTALLER TO FIELD

CUT ALL ROOF PANELS**

5 1/2"

1 1

/2

"

TONGUE & GROOVE

BOARD SECTION

NOTE: STANDARD DETAILS SHOWN

ACTUAL BUILDING MAY VARY

FASTENERS

2 3/4" WOOD

TO METAL SCREW

2" DECK

SCREW

ROOFING

NAIL

17'-7"

11'-5

5

16

"

60'-11"

90'-6"

3

5

'-

1

0

"

DOUG FIR GLULAM RAFTERS

W/ STEEL END CAPS

8x6 TIE BEAMS

8x6 COLUMNS

ALL STRUCTURAL COMPONENTS WILL BE:


PLATE: ASTM A36

BOLTS: ASTM A325

NUTS: ASTM A563

WELDING: GMAW

NOTE:

COLUMN SIZE: 16x8x5/16

THESE FOUNDATION LOADS ARE FOR ESTIMATING PURPOSE ONLY.

THE ACTUAL LOADS WILL BE DETERMINED IN THE FINAL ENGINEERING

NOTES:

- TABLE SHOWS UNFACTORED SERVICE LOADS

- A FOUNDATION DESIGN HAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC.

- A LICENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION SITE

MUST PERFORM A FOUNDATION DESIGN.

- THE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE.

- CONSULT ICON SHELTER SYSTEMS INC. IF THE STRUCTURE IS TO BE ENCLOSED.

- COORDINATES ARE LOCAL TO THE COLUMN

DEFINITIONS:

DL = SERVICE LEVEL DEAD LOAD REACTION WITH THE GREATEST AXIAL LOAD

SL = SERVICE LEVEL SNOW LOAD REACTION WITH THE GREATEST AXIAL LOAD

W-UL = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST UPLIFT LOAD

W-Y = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST MAGNITUDE OF


W-Z = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST SHEAR VALUE

ACTING IN THE SAME DIRECTION AS THE DL SHEAR LOAD

E-Y = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF


E-Z = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Z DIRECTION

3

0

'

82'-11"

1

7

'-

1

"

1

7

'-1

"

17'-1"

1

7

'-1

"

1

7

'-

1

"

1

1

'-

1

1

1

2

"

1

1

'-1

1

1

2

"

11'-11

1

2

"

1

1

'-1

1

1

2

"

1

1

'-

1

1

1

2

"

58'-0

1

2

"

R100' ANCHOR

BOLT RADIUS

R70' ANCHOR

BOLT RADIUS

12

1

GRADE

GRADE

MASORY COLUMN WRAP,

SEE ARCHITECTURAL PLANS

STANDING SEAM PANELS OVER

DOUG FIR T&G ROOF DECK

GUTTERS & DOWNSPOUTS

DOUG FIR GLULAM RAFTERS

W/ STEEL END CAPS

17

'-1

0

1 2

" R

EF

13

' R

EF

17

'-7

1 4

" R

EF

13

'

COLUMN

SURROUND DETAIL

WITH CAP AT EACH

POST, SEE ARCH

PLANS

1

7

7.1

AutoCAD SHX Text

Z (INSIDE OF BUILDING)

AutoCAD SHX Text

Y

AutoCAD SHX Text

FOUNDATION LOADS

AutoCAD SHX Text

(KIPS, IN-KIPS)

AutoCAD SHX Text

LOADS TO FOUNDATION

AutoCAD SHX Text

LOAD COMBINATION

AutoCAD SHX Text

CL1

AutoCAD SHX Text

DL

AutoCAD SHX Text

SL

AutoCAD SHX Text

W-UPLIFT

AutoCAD SHX Text

W-FY

AutoCAD SHX Text

W-FZ

AutoCAD SHX Text

E-FY

AutoCAD SHX Text

E-Z

AutoCAD SHX Text

5.23

AutoCAD SHX Text

7.33

AutoCAD SHX Text

-3.55

AutoCAD SHX Text

-3.55

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2.94

AutoCAD SHX Text

0.14

AutoCAD SHX Text

0.32

AutoCAD SHX Text

-0.51

AutoCAD SHX Text

-0.92

AutoCAD SHX Text

-0.02

AutoCAD SHX Text

-0.91

AutoCAD SHX Text

-0.60

AutoCAD SHX Text

-1.55

AutoCAD SHX Text

-0.28

AutoCAD SHX Text

2.23

AutoCAD SHX Text

3.98

AutoCAD SHX Text

-2.03

AutoCAD SHX Text

-1.83

AutoCAD SHX Text

2.46

AutoCAD SHX Text

0.24

AutoCAD SHX Text

1.48

AutoCAD SHX Text

-34.24

AutoCAD SHX Text

-60.50

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41.79

AutoCAD SHX Text

16.84

AutoCAD SHX Text

-36.57

AutoCAD SHX Text

-27.95

AutoCAD SHX Text

-179.20

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-23.01

AutoCAD SHX Text

-41.74

AutoCAD SHX Text

-27.43

AutoCAD SHX Text

-67.86

AutoCAD SHX Text

-27.50

AutoCAD SHX Text

-155.82

AutoCAD SHX Text

-28.47

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AXIAL (Fx)

AutoCAD SHX Text

SHEAR (Fy)

AutoCAD SHX Text

SHEAR (Fz)

AutoCAD SHX Text

MOMENT (My)

AutoCAD SHX Text

MOMENT (Mz)

Shelter Details

7.7


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Shelter at Playground

NTS d-shelter-playgroundsplash_96

CRS, INC.

LAYOUT PLAN CUSTOM

18'-7'X45' SIERRA MODEL

CTR OF FTG,

A-BOLT, COLUMN

7"X7"

COLUMN

24 GA 12" STANDING SEAM

STEEL ROOF

ROOF

LINE

45'

150°

18

'-7

"

2

3

'-

3

1

2

"

2

3

'-

3

1

2

"

2

'

2

0

'-

4

3

4

"

1

3

'2

'

9

'

1

8

'-

4

1

4

"

2

'

9

'

2

'

1

3

'

CTR OF ELEC.

IF REQ'D

MID BEAM

FASCIA

BEAM

4'

EXTENSION

BEAM

BARGE

BEAM

7'-4

3 4

"

FASCIA

BEAM

NOTES:

1. MANUFACTURER:

CLASSIC RECREATION SYSTEMS


COMPLETE INSTALLATION. CONTRACTOR TO ORDER, TAKE DELIVERY OF

SHELTER AND INSTALL COMPLETE. UNCRATE, CHECK, DELIVER TO SITE AND

FULLY ASSEMBLE AND INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL ANCHOR

BOLTS SUPPLIED BY MANUFACURER.

4. BID ITEMS TO INCLUDE COMPLETE SHELTER INCLUDING FOOTINGS, FILL &

COMPACTION



7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE STAINED WITH NATURAL

COLOR STAIN PER SPECS.

RIGHT SIDE FRONT ELEVATION CUSTOM


24 GA,12" STANDING SEAM

STEEL ROOF

15

'-5

3 4

"

14

'-5

3 4

"

23'-3

1

2

"

MID BEAM

7"X7"

COLUMN

FASCIA BEAM

BARGE

BEAM

BARGE

BEAM

EXTENSION

BEAM

LEFT SIDE FRONT ELEVATION CUSTOM


24 GA

12" STANDING SEAM

STEEL ROOF

7"X7"

COLUMN

10

'-4

1 4

"

11

'-4

1 4

"

23'-3

1

2

"

MID BEAM

FASCIA BEAM

BARGE

BEAM

BARGE

BEAM

DIRECT BURY CAISSON FOOTING

CUSTOM 18'-7'X45' SIERRA MODEL

2"X6" T&G SUB ROOF

FINISH GRADE

CONCRETE SLAB

6"X6" COLUMN

HANDHOLE w/ COVER

EXPANSION MATERIAL

STUB ELEC CONDUIT

PER LOCAL CODE

SEE ELECTRICAL PLAN

FOR LOCATION

(4)-#4 REBAR HOOPS

IN TOP 6"

3000 PSI CONCRETE

BY CONTRACTOR

(6) #7 VERTICAL REBAR

#4 REBAR HOOPS 6" OC

3" DOBIE BRICK

BY CONTRACTOR

1

4

" PLATE

3" T

YP

3" TYP

4"

2'-6" DIA

6'-6

"

1

1 2

"

DRILLED HOLE!!

DO NOT FORM!!

5"

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

SCALE:

Shade Sail at Splash

1/8"=1'-0" d-shelter-splash_96

GENERAL NOTES

1- THE SHADE SYSTEMS, INC.™ STRUCTURE HAS BEEN DESIGNED IN ACCORDANCEWITH THE 2012 IBC CODES ALONG WITH ANY ADOPTED STATE BUILDING CODESAND ASCE 7 TO THE FOLLOWING DESIGN CRITERIA:

2- THE FOUNDATION ASSUMES A MINIMUM SOIL BEARING CAPACITY OF 1700 PSF.

3- ALL FASTENERS SHALL BE STAINLESS STEEL.

4- THE FABRIC SYSTEM IS DESIGNED TO WITHSTAND WINDS UP TO 105 MPH WITHTHE FABRIC ATTACHED. HOWEVER THE FABRIC MAY NOT WITHSTAND WINDS INEXCESS OF 90 MPH AND THEREFORE RELEASE.

STEEL:

1- STEEL PIPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 45 KSI. STEEL PLATESSHALL CONFORM TO ASTM A36

2- ALL PARTS SHALL BE FACTORY-WELDED TO AMERICAN WELDING SOCIETY (AWS)SPECIFICATIONS AND SHALL UTILIZE E70-S6 AND HAVE THE HIGHEST STANDARDSOF QUALITY WORKMANSHIP.

3- ALL WELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLE THROATTHICKNESS OR FULL PENETRATION GROOVE WELDS.

CONCRETE:

1- ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE LATESTEDITION OF ACI 301 AND 318.

2- CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF3000 PSI. A CONCRETE MIX HAVING A LISTED STRENGTH OF AT LEAST 3000 PSI THATIS MIXED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ISACCEPTABLE FOR USE.

3- REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM YIELDSTRENGTH (fy) OF 60 KSI.

4- UNLESS OTHERWISE SHOWN, CONCRETE COVER SHALL BE 3" (MIN).

FABRIC:

1- KNITTED HDPE FABRIC HAS A SIEVE FACTOR OF 64%

THIS DOCUMENT AND ITS CONTENTS ARE THE PROPERTY OF SHADE SYSTEMS,INC., AND CANNOT BE MODIFIED, USED, OR RESOLD TO ANY PERSON OR ENTITYWITHOUT WRITTEN PERMISSION FROM SHADE SYSTEMS, INC. REPRODUCTION OFTHESE PLANS, EITHER IN WHOLE OR IN PART, INCLUDING ANY FORM OF COPYINGAND/OR PREPARATION OF DERIVATIVE WORKS THEREOF, FOR ANY REASONWITHOUT PRIOR WRITTEN PERMISSION FROM SHADE SYSTEMS, INC. IS STRICTLYPROHIBITED.© 2019 SHADE SYSTEMS INC.

STRUCTURE WITH FABRIC CANOPY REMOVED

CATEGORY I

EXPOSURE C

BASIC WIND SPEED 165 MPH

NOTES:

1. MANUFACTURER:

A. SHADE SYSTEMS, INC.


COMPLETE INSTALLATION. CONTRACTOR TO ORDER, TAKE DELIVERY OF SHELTER AND

INSTALL COMPLETE. UNCRATE, CHECK, DELIVER TO SITE AND FULLY ASSEMBLE AND

INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL ANCHOR BOLTS

SUPPLIED BY MANUFACTURER.




3/4"Ø SS

THREADED ROD

(1) 1/2"Ø x 2-1/2" SS BOLT

1/4" THK SS PLATE

1"Ø x 3-1/2" BOLT

SAIL BRACKET

SAIL FABRIC

5/16"Ø S.STEEL

CABLE

TOP

SIDE

SAIL TOP CORNER - NTS

SAIL TOP CORNER - NTS

3/4"Ø SS

THREADED ROD

(1) 1/2"Ø x 2-1/2" SS BOLT

1/4" THK SS PLATE

1"Ø x 3-1/2" BOLT

SAIL BRACKET

SAIL FABRIC

5/16"Ø S.STEEL

CABLE

TOP

SIDE

1-3/4" DIA. HOLES

(4) PLACES

3/4" x 6" x 6"

GUSSET

5" HOLE

1-1/2" STEEL PLATE

COLUMN

18" COLUMN

BASE PLATE DETAIL - NTS

30"

3" 24" 3"

30

"

3"

24

"3

"

37'

2

6

'

-

2

"

2

6

'

-

2

"

3

7

'3

7

'

3

7

'

3

0

'-2

"

3

4

'-

1

"

3

4

'-

1

"

3

0

'-2

"

3

7

'

2

7

'

2

7

'

1

9

'

31'

1

6

'-6

"

1

9

'

31'

1

6

'-6

"

A

B

C

D E F

G

H

I

10'

10'

10' 10'

10'

10'

10'

10'

10'

8'

8'

8'

8'8' 8'

8'

8'

8'

8'12'

12'

12'12' 12'

12'

12'

12'

C1

C2

C3 C4

C5

C6

C7

C8

C9

C10

C11

NOTE: NUMBERS IN CORNERS OF FABRICINDICATE SAIL ATTACHMENT POINT HEIGHTS

5/16" DIA. STAINLESS STEEL CABLEAROUND PERIMETER OF MATERIAL

PLAN VIEW

C1STEEL COLUMN

8-5/8" DIA. X .322" WALL

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

10-3/4" DIA. X .365" WALL

10-3/4" DIA. X .365" WALL

10-3/4" DIA. X .365" WALL

10-3/4" DIA. X .365" WALL

10-3/4" DIA. X .365" WALL

8-5/8" DIA. X .322" WALL

8-5/8" DIA. X .322" WALL

8-5/8" DIA. X .322" WALL

8-5/8" DIA. X .322" WALL

8-5/8" DIA. X .322" WALL

FOOTER

A

A

B

B

A

A

A

B

B

B

A

FOOTING A DETAIL

NTS

NOTE: HOOPS & REBARSNOT SUPPLIED BY FACTORY

10

8"

36" DIA.

3" C

OV

ER

6" M

IN

.

3" WIDE, 3" LONG LOOP

1/2" Ø BAR WELDED

TO STEEL COLUMN

#3 HOOPS @ 12" MAX.

APART FROM EACH OTHER

(12) #6 VERTICAL BARS

72

"

10

8"

48" DIA.

3" C

OV

ER

2' M

IN

.

3" WIDE, 3" LONG LOOP

1/2" Ø BAR WELDED

TO STEEL COLUMN

#3 HOOPS @ 12" MAX.

APART FROM EACH OTHER

(21) #6 VERTICAL BARS

72

"

FOOTING B DETAIL

NTS

NOTE: HOOPS & REBARSNOT SUPPLIED BY FACTORY

2

1

AutoCAD SHX Text

NOTE TO OWNER: OWNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME WHEN SEVERE WEATHER CONDITIONS ARE PREDICTED. SUCH CONDITIONS INCLUDE PREDICTED WIND SPEEDS IN EXCESS OF 90 MPH. ALSO, AS STRUCTURE IS NOT DESIGNED FOR ANY SNOW LOAD, IT IS RECOMMENDED THAT CANOPY BE REMOVED WHEN SNOWFALL IS EXPECTED.

Shelter Details

7.8


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Shelter at Basketball / Fitness

1/2"=1'-0" d-shelter-basketball_24

CTR OF FTG,

ELEC. CONDUIT IF

REQUIRED & COLUMN

12'

6' 6'

6'

12

' S

Q

TENSION RING

FASCIA BEAM

24 GA 12" STANDING SEAM

STEEL ROOF

6"X6" COLUMN

MAIN BEAM

6'

4

12

FASCIA BEAM

24 GA 12" STANDING

SEAM STEEL ROOF

6"X6" COLUMN

TENSION RING

12'

8'

± 1

0'-6

"

FINISH GRADE

CONCRETE SLAB

6"X6" COLUMN

HANDHOLE w/ COVER

EXPANSION MATERIAL

STUB ELEC CONDUIT

PER LOCAL CODE

SEE ELECTRICAL PLAN

FOR LOCATION

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

#4 REBAR HOOPS

6" OC @ COLUMN

3000 PSI CONCRETE

BY CONTRACTOR


(4) #4 REBAR HOOPS IN

TOP 6"

3" DOBIE BRICK

BY CONTRACTOR

1

4

" PLATE

3"

3"

4"

2' DIA

4'-0

"

1

1 2

"

DRILLED HOLE ! !

DO NOT FORM! !

5"

LAYOUT PLAN / PLAN VIEW

12'X12' MESA MODEL

ELEVATION 12'X12' MESA MODEL

CAISSON FOOTING DIRECT BURY

12'X12' MESA MODEL NTS

NOTES:

1. MANUFACTURER:

CLASSIC RECREATION SYSTEMS

2. CONTRACTOR TO PROVIDE ALL NECESSARY

MATERIALS AND EQUIPMENT FOR A COMPLETE

INSTALLATION. CONTRACTOR TO ORDER, TAKE

DELIVERY OF SHELTER AND INSTALL COMPLETE.

UNCRATE, CHECK, DELIVER TO SITE AND FULLY

ASSEMBLE AND INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO

GALVANIZED STEEL ANCHOR BOLTS SUPPLIED BY

MANUFACURER.

4. BID ITEMS TO INCLUDE COMPLETE SHELTER

INCLUDING FOOTINGS, FILL & COMPACTION

5. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR

INSTALLATION INSTRUCTIONS.


7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE

STAINED WITH NATURAL COLOR STAIN PER SPECS.

2"x6" T&G SUB ROOF

SCALE:

Shelter at Hill

NTS d-shelter-hill_96

CRS, INC.

MID BEAM

FASCIA BEAM

6"X6" COLUMN

EXTENSION

BEAM

24 GA 16" STANDING

SEAM STEEL ROOF

2"X6" T&G

SUB-ROOF

RAFTER BEAM

CTR OF FTG, A-BOLT

LAYOUT & COLUMN

CENTER OF ELEC CONDUIT IF REQ'D

ROOF LINE

18'

28

'

SOLAR PANEL ON

SOUTHERN SIDE

COMPRESSION RING FOR

BATTERY

1'-6"

15'

1'-6"

1'-6

"

25

'

1'-6

"

2

9

'

-

1

3

4

"

1

3

4

" TYP.

6"X6"

COLUMN

FASCIA BEAMS

24 GA 16" STANDING SEAM STEEL

ROOF OVER 2"X6" T&G SUB-ROOF

EXTENSION BEAM

MID BEAM

± 1

1'-9

"

28'

8'

COMPRESSION RING

FOR BATTERY

BARGE BEAM

RAFTER BEAM

2

12

6"X6" COLUMN

8'

36'

± 1

1'-9

"

24 GA 16" STANDING SEAM STEEL

ROOF OVER 2"X6" T&G SUB-ROOF

BARGE BEAM

SOLAR PANEL ON

SOUTHER SIDE

DIRECT BURY CAISSON FOOTING

18'X28' SIERRA MODEL NTS

END ELEVATION 18'X28' SIERRA MODEL - NTSELEVATION 18'X28' SIERRA MODEL - NTS

LAYOUT 18'X28' SIERRA MODEL - NTS

NOTES:

1. MANUFACTURER:

A. CLASSIC RECREATION, INC.

2. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS AND EQUIPMENT FOR A COMPLETE INSTALLATION.

CONTRACTOR TO ORDER, TAKE DELIVERY OF SHELTER AND INSTALL COMPLETE. UNCRATE, CHECK, DELIVER TO

SITE AND FULLY ASSEMBLE AND INSTALL. SUBMIT SHOP DRAWINGS.

3. POSTS TO SET ON FOOTING AND ATTACHED TO GALVANIZED STEEL ANCHOR BOLTS SUPPLIED BY MANUFACURER.




7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE STAINED WITH NATURAL COLOR STAIN PER SPECS.

FINISH GRADE

CONCRETE SLAB

6"X6" COLUMN

EXPANSION MATERIAL

(4)-#4 REBAR HOOPS

IN TOP 6"

3000 PSI CONCRETE

BY CONTRACTOR



3" DOBIE BRICK

BY CONTRACTOR

1

4

" PLATE

3" T

YP

3" TYP

4"

2'-6" DIA

6'-6

"

1

1 2

"

DRILLED HOLE!!

DO NOT FORM!!

5"

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

1

2

Shelter Details

7.9


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Shelter at Pickleball/Tennis

1/4"=1'-0" d-shelter-tennis_48

6"X6" COLUMN

24 GA 16" STANDING

SEAM STEEL ROOF

30'

8'

FASCIA BEAM

± 1

0'-8

1 2

"

CRS, INC.

NTS

RIDGE BEAM

6"X6" COLUMN

EXTENSION

BEAM

24 GA 16" STANDING

SEAM STEEL ROOF

12'

ROOF

LINE

CTR OF FTG,

COLUMN

1'-6

"

30

'

1'-6

"

27

'

6'

FASCIA BEAM

BARGE BEAM

2" x 6" T & G SUB ROOF

13

'-6

"1

3'-6

"

NTS

6"X6" COLUMN

8'

4

12

BARGE

BEAM

± 1

0'-8

1 2

"

12'

NTS

24 GA 16" STANDING

SEAM STEEL ROOF OVER

2" x 6" T & G SUB-ROOF

NTS

DIRECT BURY

12'X30' ORLANDO MODEL

FINISH GRADE

CONCRETE SLAB

6"X6" COLUMN

HANDHOLE w/ COVER

EXPANSION MATERIAL

STUB ELEC CONDUIT

PER LOCAL CODE

SEE ELECTRICAL PLAN

FOR LOCATION

(4)-#4 REBAR HOOPS

IN TOP 5"

3000 PSI CONCRETE

BY CONTRACTOR



3" DOBIE BRICK

BY CONTRACTOR

1

4

" PLATE

3" T

YP

3" TYP

4"

2'-6" DIA

6'-6

"

1

1 2

"

5"

END ELEVATION 12'X30'

ORLANDO MODEL

PLAN VIEW 12'X30'

ORLANDO MODEL

ELEVATION 12'X30'

ORLANDO MODEL

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

1

Fence Details

7.10


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Chainlink Fence Single Gate - 4' Height / 6' Height

N.T.S. d-fence-chainlink-gate 4'_12.dwg

5'

TOP HINGE

(180° SWING)

BOTTOM HINGE (180°

SWING)

LOCKABLE FORK

LATCH (TYP.)

HEAVY-DUTY &

WELDED GATE FRAME

4' O

R 6

', S

EE

P

LA

NS

3'-6

"

COMPACTED SUBGRADE


FINISH WITH MEDIUM

BROOM

FINISH GRADE


FOOTING AT LINE POSTS,


DRAIN


FOOTING AT TERMINAL/

PULL/ END POSTS, GATE

POSTS, SLOPE TOP OF

FOOTING TO DRAIN

12" or 18" DIA.

FINISHED GRADE

FENCE POST AT CONCRETE

4"

HOLD FOOTING BELOW

CONCRETE, EXTEND PAVING TO

POST, SEE LAYOUT PLAN FOR

JOINTING

EXPANSION JOINT

4" CONCRETE PAVING

FENCE POST FOOTING

FENCE POST AT LAWN

NOTES:

1. SUBMIT SHOW DRAWINGS,

INCLUDING FENCE

HARDWARE.

2. FENCE IS TO BE BLACK

PVC COATED

3. FENCE SHALL BE

GROUNDED PER NEC

SCALE:

Chainlink Fence - 6' Height / 10' Height

N.T.S. d-fence-chainlink_6'_12.dwg

TERMINAL OR CORNER

POSTS 3" O.D. SCH. 40 GALV.

MAX 8'-0"

BALL CAP WITH SET SCREW

1-5/8" O.D. TOP RAIL &

BOTTOM RAIL

KNUCKLED SELVEDGE AT

TOP & BOTTOM, TYP.

2-1/2" O.D. LINE POSTS, TYP.

6 GA. ALUM. WIRE TIES @ 12" O.C.

1 5/8" MID CENTER BRACE

AT LAST SECTION ONLY FOR

6' HEIGHT AND AT ALL 10'

HEIGHT FENCE LOCATIONS

FABRIC 1" - 2" MAX. FROM

FINISHED GRADE.

2" MESH CHAIN LINK FABRIC

9 GA. UNLESS OTHERWISE

NOTED.

TRUSS ROD AT CORNER

SECTIONS ONLY

1 5/8" TWO HOLE RAIL

END FOR TRUSS ROD

6' O

R 1

0', S

EE

P

LA

NS

BEVELED TENSION BAR

BANDS / CLIPS AT 1' O.C.

3/4" TENSION BAR, TYP.

FINISH GRADE

NOTES:

1. FENCE IS TO BE BLACK PVC COATED

2. FENCE SHALL BE GROUNDED PER NEC

3'-6

"

COMPACTED SUBGRADE


FINISH WITH MEDIUM

BROOM

FINISH GRADE




DRAIN




POSTS, SLOPE TOP OF

FOOTING TO DRAIN

18" DIA.

FINISHED GRADE


4"

HOLD FOOTING

BELOW CONCRETE,

EXTEND PAVING TO

POST, SEE LAYOUT

PLAN FOR JOINTING

EXPANSION JOINT

FENCE POST AT LAWN

FENCE POST FOOTING

4" CONCRETE PAVING

FINISHED GRADE

FENCE POST AT CONCRETE & ADJACENT SURFACE

HOLD FOOTING BELOW

CONCRETE, EXTEND PAVING

TO POST, SEE LAYOUT PLAN

FOR JOINTING

EXPANSION JOINT

4" CONCRETE PAVING

LAWN OR ADJACENT

SURFACE, SEE PLANS

32'

SCALE:

Cable Gate

1/2"=1'-0" d-cable gate_24

CLOSED

3'

6"

6" LOOP

3'-6

"

2'-2

" M

IN

.

SECTION

PLAN

2' DIA.

6"

DROPPED FORGE

GALVANIZED 3/8" THREAD

THRU-BOLT WITH INSIDE EYE

DIAMETER OF 1 1/4" MIN. ON

BOTH POSTS.

FORM LOOP TO RECEIVE PADLOCK

3/8" GALVANIZED STEEL

AIRCRAFT CABLE. 7x19

CONSTRUCTION STRAND

CORE WITH YELLOW PVC

COATING

FINISH GRADE

6" DIA. METAL POST, FILL

WITH CONCRETE AND

ROUND THE TOP ±1" TALL

POWDERCOAT BLACK

CONCRETE FOOTING AT

POSTS, SLOPE TOP OF

FOOTING TO DRAIN

COMPACTED SUBGRADE

SIGN AT CENTER OF CABLE TO BE

3M REFLECTIVE MATERIAL, RED

COLOR BOTH SIDES, ON 6" X 18"

ALUMINUM BLANK WITH 4" TALL

WHITE LETTERS. ATTACH TO CABLE

THROUGH HOLES IN TOP OF

CORNERS AND CENTER. SUBMIT

SHOP DRAWINGS FOR OWNERS

APPROVAL.

NOTE: OWNER TO PROVIDE PADLOCK

1/4" THICK STRAP STEEL

FABRICATE TO ACCEPT

OWNER'S LOCK.

SCALE:

Chainlink Fence - 4' Height

N.T.S. d-fence-chainlink_4'_12.dwg

TERMINAL OR CORNER

POSTS 3" O.D. SCH. 40 GALV.

MAX 8'-0"

BALL CAP WITH SET SCREW

OR WELDED

1-5/8" O.D. TOP RAIL &

BOTTOM RAIL

KNUCKLED SELVEDGE AT

TOP & BOTTOM, TYP.

2-1/2" O.D. LINE POSTS, TYP.

6 GA. ALUM. WIRE TIES @ 12" O.C.

1 5/8" MID CENTER BRACE

AT LAST SECTION ONLY

FABRIC 1" - 2" MAX. FROM

FINISHED GRADE.

2" MESH CHAIN LINK FABRIC

9 GA. UNLESS OTHERWISE

NOTED.

TRUSS ROD AT CORNER

SECTIONS ONLY

1 5/8" TWO HOLE RAIL

END FOR TRUSS ROD

4'

BEVELED TENSION BAR

BANDS / CLIPS AT 1' O.C.

3/4" TENSION BAR, TYP.

FINISH GRADE

NOTE: FENCE IS TO BE

BLACK PVC COATED

3'-6

"

COMPACTED SUBGRADE


FINISH WITH MEDIUM

BROOM

FINISH GRADE




DRAIN




POSTS, SLOPE TOP OF

FOOTING TO DRAIN

18" DIA.

FINISHED GRADE


4"

HOLD FOOTING BELOW



JOINTING

EXPANSION JOINT

FENCE POST AT LAWN

4" CONCRETE PAVING

FENCE POST FOOTING

NOTES:



SCALE:

Restroom Enclosure

NTSd-restroom enclosure_24

ELEVATION

NOTES:

1. MATERIALS OF CONSTRUCTION ARE GALVANIZED STEEL EXCEPT

WHERE NOTED.

2. COLOR: SEE PLANS

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

4. FENCE INSTALLATION SHALL CONSIST OF FURNISHING ALL LABOR

MATERIALS, TOOLS AND EQUIPMENT NECESSARY TO INSTALL FENCES

AND GATES.


1 1/4"

5"

PICKET

.017" THICK

80,000 PSI

4" SQUARE

POST

1/4" X 3/4" SELF DRILLING

SCREW

TOP VIEW

FRONT VIEW

CHANNEL ATTACHMENT ALTERNATE PICKETS

FASTEN EACH END

PANEL

CONFIGURATION

4 3

/8

"

TY

P.

6' TYP.

8'

AIRFLOW

FINISH GRADE, EXISTING

CONCRETE PAVING

3/16" 8x8 FLANGE MOUNT TO

CONCRETE SLAB, 4 ANCHOR

BOLTS PER POST MIN.

9'-2

"

9'-2

"

7'-7"

4'-7

" T

YP

.

3'-9

1

2

"

PLAN VIEW


SPECS.

COMPACTED SUBGRADE

#6 REBAR, 12" O.C.




MEET

2'-6" SQ.

2" C

LE

AR

, T

YP

.

4'

ENCLOSURE POST, INSTALL PER

MANUFACTURER WITH COVERS

CONCRETE JOINTS

EXPANSION JOINT AT

CONCRETE PAVING






MATCH SCORING PLAN.

ADJACENT PAVING,

CONCRETE OR PAVERS

RESTROOM ENCLOSURE

FOOTING - NTS

1

2

3 5

4

5

7.1

5

7.1

5

7.1

7

7.1

5

7.1

Fence Details

7.11


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


BOTTOM SELVAGE

RAIL END

KNUCKLED

9 GA. FABRIC

TOP RAIL

(1 5/8") OD

1.66" [42.2MM]

LINE POST,

LOOP CAP

TENSION BAR

WIRE TIE

(OPTIONAL)

RAIL END

CORNER BRACE

RAIL (REQUIRED)

TRUSS ROD

TRUSS ROD

ADJUSTING UNIT

WELDED GATE

FRAME

MIDDLE RAIL

BOTTOM RAIL

SS40, (1 5/8") O.D.

SS40, (1 5/8") O.D.

BOULEVARD CLAMP

2 1/2" O.D.

POST FOOTING

9'

1'-6"

ASPHALT - HARD COURT

PAVEMENT


FOOTING AT LINE POSTS/

TERMINAL/ PULL/ END

POSTS, GATE POSTS, SLOPE

TOP OF FOOTING TO DRAIN

COMPACTED SUBGRADE

4'-3" O.C.

7'

2"

10

'

TR

AN

SO

M

1"

8'-0" O.C. MAX SPACING

SCALE:

Chainlink Fence - 10' Height at Tennis and Pickleball

1/2"=1'-0" d-fence-chainlink-gate 10'_24.dwg


FINISH WITH MEDIUM

BROOM, COLOR COAT TOP

OF FOOTING TO MATCH

COURT

COURT INSIDE FENCEOUTSIDE OF FENCE

12" MIN.

FINISH GRADE ALONG EDGE

TO BE 1/2" BELOW PAVING

EDGE EXCEPT WHERE PATH

TIES INTO COURT FLUSH

FINISH GRADE AT PAVING

GROUND FENCE PER

SPECIFICATIONS

STRETCHER BAR, TYP.

STRETCHER BAR BAND

8'

POST CAP

TENNIS COURT

SURFACE

FENCE FABRIC

TERMINAL

PEDESTRIAN SWING GATE

MIDWEST COVER WINDSCREEN,

PERMASCREEN 70, 9' HEIGHT,

BRASS GROMMETS SHALL BE

PLACED ON MAXIMUM 12"

INTERVALS. FASTEN TO FABRIC

WITH HEAVY DUTY TIES PER

MFG RECOMMENDATIONS

POST, 3" O.D.

6"

TYP.

6"

TY

P.

6" T

YP

.

1'

Max.

TERMINAL/ GATE POST

3" O.D.

NOTES:

1. SEE SPECIFICATIONS FOR TENNIS FENCE POSTS, RAILS, GATES, AND FENCE FABRIC DETAILS.

2. PVC COATED FABRIC AND POSTS


SCALE:

Pedestrian Swing Gate

N.T.S. d-fence-chainlink-ped-gate

1"

2"

INTERMEDIATE RAIL

10

'-0

"

TR

AN

SO

M7

'-0

"

BOTTOM RAIL

TOP RAIL

STRETCHER BAR, TYP.

4'-3" O.C.

WELDED GATE FRAME

TENNIS COURT SURFACE

3,500 PSI CONCRETE FOOTING, TYP.

ADA COMPLIANT LATCH

GATE POST/TERMINAL POST,

MATCH FENCE FRAMEWORK

FENCE FABRIC

STRECTHER BAR BANDS, TYP.

POST DIAMETER PER

SPECIFICATION

3'-6

"

NOTES:

1. SEE SPECIFICATIONS FOR FENCE POSTS, RAILS,

GATES, AND FENCE FABRIC DETAILS.


4'

RAIL END

TOP RAIL

LINE POST,

LOOP CAP

WIRE TIE

TOP RAIL, SS40

RAIL END CORNER BRACE

RAIL (REQUIRED)

TRUSS ROD

TRUSS ROD

ADJUSTING UNIT

NOTES:

BOULEVARD CLAMP

2"

10

'

8'-0" O.C. MAX SPACING

SCALE:

Chainlink Transition

NTS d-fence-chainlink transition_24.dwg

1. SEE SPECIFICATIONS FOR TENNIS FENCE POSTS, RAILS, GATES, AND FENCE FABRIC DETAILS.

8'

POST CAP

TENNIS COURT

SURFACE

TERMINAL POST

CHAINLINK FENCE - 10' HEIGHT

8'


TOP RAIL

9 GA. FABRIC

1'

1'

2. PVC COATED FABRIC AND POSTS


SCALE:

Maintenance Gate

N.T.S. d-fence-maintenance gate_12

3,500 PSI CONCRETE FOOTING

POST CAP

HINGES, TYP.

TOP RAIL

RAIL END

MIDDLE RAIL

TERMINAL/ GATE

POST

TERMINAL/ GATE

POST

+/-12'

18"

6'-0

" O

R 1

0'-0

"

SE

E P

LA

NS

FINISH GRADE

42

"

3"

TYP.

STRECHER BAR, TYP.

STRECHER BAR

BAND, TYP.

LOCKABLE

FORK LATCH

LOCKABLE

DROP ROD

TRUSS ROD AND

ADJUSTABLE UNIT

BOTH SIDES OF GATE

NOTES:

1. SEE SPECIFICATIONS FOR FENCE POSTS, RAILS,

GATES, AND FENCE FABRIC DETAILS.


MIDDLE RAIL

TOP RAIL

BOTTOM RAIL

BOTTOM RAIL

1

2

3

4

1

7.11

3

7.11

3

7.1

1

7.10

Fence Details

7.12


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


1 5/8" O.D.

HOOD SUPPORT

1 5/8" O.D.

TO BE #9 GAUGE AND

FABRIC ABOVE THIS RAIL

4" O.D. VERTICAL POSTS

FINISH GRADE

(TYP.)

CONCRETE FOOTING

#6 GAUGE BELOW.

24"Øx42" DEPTH

BACKSTOP - FRONT ELEVATION

HOOD SUPPORTS

HORIZONTAL HOOD RAILS

(VERTICAL) TO BE 3"

1 5/8" O.D.

NOTE: WELD HOOD

SUPPORTS TO

4" VERTICAL POSTS

WITH INTERNAL

SLEEVE

BACKSTOP - SIDE ELEVATION

C

L

C

L

ALL FENCING SHOULD BE

BLACK VINLY COATED W/

BLACK POSTS

NOTES:

1. CENTER POST IN FOOTING, TYP.

2. 3500 P.S.I. CONCRETE.

3. TOP OF FOOTING TO SLOPE AWAY FROM POST FOOTING.

4. 2" MESH CHAIN LINK FABRIC TO BE INSTALLED ON FIELD SIDE

OF BASEBALL FIELD AND BACKSTOP

5. ALL FABRIC, SUPPORTS, POSTS, RAILS, TIES SHALL BE BLACK

PVC COATED .


SCALE:

Baseball/Softball Backstop

NTS npd_baseball & softball backstop.dwg

FABRIC @ 1-1/2" (MAX.) FROM

FINISHED GRADE, INSTALLED ON

PLAYING FIELD SIDE OF POSTS

BOTTOM RAIL TO BE 1

1

2

" MAX.

ABOVE FINISHED GRADE, BUT

SHALL NOT BE INSTALLED FLUSH

WITH GROUND

10'

6

'

4'

19'

4'

5'

3'-6"

1'

5'

10'

3'-4"3'-4"

1

0

'

1

0

'

10' 10'

1

0

'

1

0

'

4

5

°

PLAYER BENCH / LITTER

RECEPTACLE, ASSEMBLE

AND INSTALL PER

MANUFACTURER

RECOMMENDATIONS, SEE

SITE AMENITIES SCHEDULE

4'

ADJACENT MATERIAL

VARIES, SEE PLANS. WHERE

ADJACENT TO CONCRETE,

PLACE EXPANSION JOINT

AROUND PERIMETER OF

FOOTING

PAVING FLUSH WITH TOP OF

FOOTING. FOOTING SLOPES

TO DRAIN AWAY FROM POST

24" DIA. CONCRETE

FOOTING, 3500 PSI.

BACKSTOP - TOP VIEW

CONCRETE FOOTING

2'

SCALE:

Ornamental Fence - 4' Height

1/2"=1'-0" d-fence_ orna_alum_24

8' O.C. Nom.

4'

2" N

om

.

5"

3

1

2

" MAX. ON

CENTER TYPICAL

NOTES:

1. ALUMINUM TO BE FACTORY FINISHED

WITH BLACK POWDERCOAT.

2. FOOTING TO BE FLUSH WITH

ADJACENT PAVING. BROOM FINISH

TOP OF FOOTING.


4. STAKE FENCE LOCATION FOR OWNER

APPROVAL PRIOR TO DIGGING HOLES.

5. FOOTING IN PAVEMENT TO FOLLOW

SLOPE OF PAVING TO DRAIN

6. ENSURE AT OPEN GATE IS 180° AND

FLUSH WITH FENCE

3500 PSI CONCRETE

FOOTING,TYPICAL

PROVIDE PROFLEX

EXPANSION JOINT

AROUND FOOTINGS

POST 2-1/2" x 16GA

3/4" SQ. SOLID PICKET

1

5

8

" RAIL

SQUARE POST CAP

PANEL BRACKET

FOOTING

AT CONCRETE PAVING

12" MIN.

DIA.

4'-0

" M

IN

.

COMPACTED

SUBGRADE

TOP OF FOOTING,

SLOPE TO MATCH

GRADING PLAN & TO

DRAIN.

DOUBLE SWING GATE

3" (Latch Clearance)

EQ.

2" (Hinge Clearance)

2" (Hinge Clearance)

8' Clearance

15

16

" X 1

1

4

" RAIL

GATE UPRIGHT

1-3/4" SQ.,

1

8

" TUBING

3/4" x 18GA. PICKET

BOLT ON HINGE

4'

2" N

om

.

5"

EQ.

3

1

2

" MAX. ON

CENTER TYPICAL

GATE SHALL EQUIPPED

WITH HARDWARE THAT

PERMITS SECURE LOCKING

PER IDPH REQUIREMENTS

CENTER DROP PIN INTO

CONCRETE PAVING FOR

BOTH OPEN & CLOSED

POSITIONS

FOOTING

AT LANDSCAPE BEDS

3500 PSI CONCRETE

FOOTING,TYPICAL

12" MIN.

DIA.

4'-0

" M

IN

.

COMPACTED

SUBGRADE

TOP OF FOOTING

3" BELOW MULCH,

SLOPE TO DRAIN.

FINISH GRADE

PROVIDE FLEXIBLE

EXPANSION JOINT

AROUND FOOTING.

BASE PLATE SHALL

SIT FLUSH WITH TOP

OF FOOTING

7"

1

1

2

"

RAIL POST

3/4" HOLE (TYP)

1

1 2

"

7"

RAILING POST

1/4" WELD

5/8" DIA. HILTI ANCHOR

HY-200 STAINLESS STEEL

STEEL PLATE 1/2" X 7" X 7"

2" 2"

1

1

2

"

2"

2"

1

1 2

"

1/2" NON SHIRNK GROUT (MIN)

EXISTING CONCRETE PAVING

SECTION

PLAN

SURFACE MOUNT

CONNECTION - NTS

3" Air Gap TYP.

112" Rail

34" x 18ga. Picket

Gate Upright13

4" x 14 ga.

Weld on Box Hinge

5"

118"

Standard Height4'

PostTM

2"Nom.

2" (Latch Clearance)5'-0"

ADA Accessible

Panic Bar Latch, See

Notes. Submit for

approval.

2" (Hinge Clearance)Gap between outside edge ofPost and building to bebetween 12" and 33

4"

Mounting Plate

Top of Footings to be flushwith top of Concrete pavingDetex Hardware Notes:

1. Stainless steel finish

2.Keyed on outside of gate

3. Panic bar latch shall be

40xw series weatherized

narrow stile rim exit device

or equal.

3'

Self Closing Hinge, See Notes Below

Self Closing Hinge

1. SureClose ReadyFit Hinge

2. Ready Fit 108SFS #74108323 (no hold open feature; 90 degree open) ADA compliant

3. Contractor to confirm that part number is compatible with post size

Available from: D&D Technologies http://ddtechglobal.com/

3000 PSI CONCRETE

FOOTING

COMPACTED CA-6

GRAVEL

42"

6"

10.5"

SCALE:

Wind Wall

1/2"=1'-0" d-fence-punched metal_24

METAL POSTS SHALL

BE POWDERCOATED

COLOR: LAMPPOST

6"

CUSTOM LASER CUT

METAL SCREEN

PATTERN: LEMON

SHERBERT

FENCE SHALL ATTACH

TO 4' X 1' DIA.

CONCRETE FOOTING

(3500 PSI) PER

MANUFACTURER.

BASE PLATE SHALL

SIT FLUSH WITH TOP

OF FOOTING.

6'

GRADE

64'-4"

ALL STRUCTURAL

COMPONENTS WILL BE:


PLATE: ASTM A36

BOLTS: ASTM A325

NUTS: ASTM A563

WELDING: GMAW

NOTE:

COLUMN SIZE: HSS 4X4X3/16

4'-11

1

16

"

4'-11

1

6

"

NOTES:

1. METAL FENCE SHALL HAVE A RADIUS. SEE PLANS FOR LOCATION

AND LENGTH

2. ALUMINUM TO BE FACTORY FINISHED WITH BLACK POWDERCOAT.

3. FOOTING TO FINISHED FLUSH WITH ADJACENT PAVING. BROOM

FINISH TOP OF FOOTING.


5. STAKE FENCE LOCATION FOR OWNER APPROVAL PRIOR TO

DIGGING HOLES.

6. FOOTING IN PAVEMENT TO FOLLOW SLOPE OF PAVING TO DRAIN

LASER CUT PATTERN:

LEMON SHERBERT

3500 PSI CONCRETE

FOOTING,TYPICAL

FOOTING

AT CONCRETE PAVING

12" MIN.

DIA.

4'-0

" M

IN

.

COMPACTED

SUBGRADE

TOP OF FOOTING,

SLOPE TO MATCH

GRADING PLAN & TO

DRAIN.

PROVIDE FLEXIBLE

EXPANSION JOINT

AROUND FOOTING.

BASE PLATE SHALL

SIT FLUSH WITH TOP

OF FOOTING

7"

1

1

2

"

RAIL POST

3/4" HOLE (TYP)

1

1 2

"

7"

RAILING POST

1/4" WELD

5/8" DIA. HILTI ANCHOR

HY-200 STAINLESS STEEL

STEEL PLATE 1/2" X 7" X 7"

2" 2"

1

1

2

"

2"

2"

1

1 2

"

1/2" NON SHIRNK GROUT (MIN)

EXISTING CONCRETE PAVING

SECTIONPLAN

SURFACE MOUNT

CONNECTION - NTS

1

2 3

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

L

AutoCAD SHX Text

C

Fence Details

7.13


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


1

SCALE:

Chainlink Fence - Dugout

1/2" = 1'-0" d-fence-dugout_24.dwg

NOTES:


2. CHAINLINK FABRIC ON FIELD SIDE / OUTSIDE OF DUGOUT ON ALL SIDES


FINISHED GRADE


4"

HOLD FOOTING BELOW



JOINTING

4" CONCRETE PAVING

9'-1

0"

19'-6" O.C

10

'

FIELD ELEVATION

9'-0

3 8

"

19'-6" O.C

8'-6

"

SPECTATOR ELEVATION

9'-9"

8'-6

"

SIDE ELEVATION - PLAYER ENTRANCE

9'-6"

5'

9'-1

0"

SIDE ELEVATION

9'-6"

4'-9"4'-9"

8'-6

"9'-1

0"

FENCE POST FOOTING, TYP.

FINISH GRADE, TYP.

CHAINLINK FENCE, 8'-6" HEIGHT

DUGOUT

DUGOUT

DUGOUT

DUGOUT

9'-0

"

9'-0

3 8

"

10

'

5' OPEN

CHAINLINK FENCE, 8'-6" HEIGHT

CHAINLINK FENCE, 8.5' HEIGHT



4" MAX.

TYP.

PEDESTRIAN SWING GATE

4'-4

1

2

"

4" MAX.

TYP.

4'-9"9'-9"

8'-9

"

5' OPEN 5' OPEN

5' G

AT

E

19'-6"

5' M

IN

.

CL

EA

RA

NC

E

9'-9"9'-9"

19'-6"

PLAN - MIRROR VIEW AT OPPOSITE SIDE

FIELD ELEVATION

SPECTATOR ELEVATION

SID

E E

LE

VA

TIO

N -

PL

AY

ER

E

NT

RA

NC

E

SID

E E

LE

VA

TIO

N

5' MIN. DIA.

TURNING

CIRCLE

1

7.5

1

7.11

5

7.1

1

7.5

1

7.5

1

7.11

1

7.5

3

7.11

Sport CourtDetails

7.14


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Volleyball Sand Surfacing

1"=1'-0" d-volleyball sand_12

GEOTEXTILE FABRIC UNDER

SAND, OVERLAP EDGES 6"

MIN.; TYPAR FILTER FABRIC

BY DUPONT OR

GEO-TEXTILE FABRIC BY

GEO-SYNTHETICS OR

APPROVED EQUAL.

COMPACTED SUBGRADE

WAUPACA VICTORY

VOLLEYBALL SAND. SUBMIT

SAMPLE TO OWNER FOR

APPROVAL PRIOR TO

INSTALLATION.

FINISHED GRADE SHALL

MEET EXISTING SURROUND

GRADES.

1'-6

" M

IN

.

3'-0

"

1'-6"

1'-6

"

SCALE:

Sand Volleyball Post Footing

1/2"=1'-0" NPD_Sand Volleyball Post Footing

VOLLEYBALL POST (SEE SITE

FURNISHINGS SCHEDULE)

GROUND SLEEVE

SAND SURFACE - 18" DEEP

TOP OF FOOTING -

18" BELOW FINISHED

COURT SURFACE

UNDISTURBED SUBGRADE OR

COMPACTED SUBGRADE

ANCHOR PINS INSTALLED AT

2' DEPTH

3500 PSI CONCRETE

FOOTING

BOTTOM END OPEN

FOR DRAINAGE

SCALE:

Volleyball Concrete Curb

1"=1'-0" d-volleyball edge_12

VOLLEYBALL SAND

SURFACING

1" RADIUS ON TOP EDGES,

LIGHT BROOM ON ALL

EXPOSED SURFACES.

FINISHED GRADE SHALL

MEET EXISTING SURROUND

GRADES.

COMPACTED SUBGRADE

3"

1'-6

"

GEOTEXTILE FABRIC, WRAP

FABRIC AT EDGES, 3" BELOW

FINISH GRADE

NOTES:

1. CONTRACTION JOINTS TO

10' O.C. MAXIMUM

2. EXPANSION JOINTS TO BE

30' O.C. MAXIMUM

#4 REBAR TOP AND BOTTOM,


OVERLAP 12" MINIMUM AT

SPLICES. DOWEL AT

EXPANSION JOINTS.

CONCRETE CURB, 3500 PSI

3"

5"

6"


1"

SCALE:

Basketball Goal

1/4"=1'-0" d-bball-goal_48

BASKETBALL GOAL, NET

AND POST, SEE PLANS


FOOTING

10

'-0

"

NOTE:

SEE MANUFACTURER'S

SPECIFICATION FOR

DETAILED INSTALLATION

INSTRUCTIONS.

2'

DIA.

4'

COLOR COAT TOP OF

FOOTING TO MATCH

ASPHALT PAVING FLUSH

WITH TOP OF FOOTING

3'-3

"


PAVEMENT

10

0" M

IN

.

COMPACTED SUBGRADE

9" DIA.

EXTEND COLOR COAT ON

TOP OF FOOTING

SCALE:

Pickleball/Tennis Center Anchor

1"=1'-0" d-tennis anchor-footing-ex_12


PAVEMENT

1'-6" DIA.

3'-6

"

GROUND ANCHOR, SEE

PLANS FOR MODEL

INFORMATION


MATCH PAVING SLOPE,

FLUSH WITH FINISHED

GRADE

3500 PSI MIN., CONCRETE

FOOTING

EXTEND COLOR COAT ON

TOP OF FOOTING

SCALE:

Pickleball/Tennis Net Post

1"=1'-0" d-tennis-footing-ex_12

NET POST, SEE PLANS FOR

MODEL INFORMATION

EXTEND TOP OF SLEEVE TO

BE FLUSH WITH NEW PAVING

CONCRETE BELL FOOTING

GROUND SLEEVE


PAVEMENT

COLLAR

3'-6

"

2'-6"

2'

COMPACTED SUBGRADE

NOTE: FOLLOW

MANUFACTURER

INSTRUCTIONS FOR

INSTALLATION OF NET

POSTS AND CENTER

ANCHOR

1'-6

"

2'

SCALE:

Batter's Box

NTS d-batters box_12

INSTALL BRICK IN RUNNING BOND

OR BASKETWEAVE PATTERN;

BRICKS TO BE TIGHT TO EACH

OTHER; KEEP INFIELD MIX FROM

BETWEEN BRICKS

3'-0" 6" 1'-5" 6" 3'-0"

4'-0

"3

'-0

"

EXCAVATE SAND-CLAY TO DEPTH OF

BRICK PLUS THREE INCHES (±6"

TOTAL); INSTALL BRICK; SATURATE

WITH WATER AND ALLOW BRICK TO

ABSORB WATER; REAPPLY WATER IF

NEEDED TO BOND BRICKS

TOGETHER - DO NOT COMPACT

BRICKS.

ALLOW TO DRY 24 HOURS,

REINSTALL SAND-CLAY MIX; LIGHTLY

COMPACT TO FLUSH; REDISTRIBUTE

EXCESS SAND-CLAY.

UNFIRED BRICK MATERIAL

PER SPECIFICATION.

Home Plate

ONLY THE WHITE LEVEL PORTION OF

THE PLATE SHOULD BE VISIBLE. THE

BLACK SLOPING SIDES SHOULD BE

COVERED WITH DIRT.

ATTACH HOME PLATE TO WOODEN BASE

(CONTRACTOR PROVIDED) THAT IS A

MINIMUM OF 3" THICK OR TO CONCRETE

ANCHOR SURROUNDED BY UNFIRED

CLAY BRICKS SO THAT PLATE REMAINS

STABLE AND IN PLACE

DURA-EDGE CLASSIC,

CLAY/SAND INFIELD MIX

MATERIAL, SEE SPECS.

SCALE:

Infield Mix

1"=1'-0" d-infield mix_12

6"

EDGE OF FIELD TO HAVE A

STRAIGHT EDGE AND MEET

LAWN CLEAN AND SMOOTH.

COMPACT INFIELD AND

SUBGRADE PER SPECS

SCALE:

Foul Pole Footing

1/2"=1'-0" d-foul pole-footing_24

5'

3 1

/2

"

4' DIA.

4'


FOOTING

TOP OF FOOTING 3 1/2"

BELOW FINISH GRADE

FINISH GRADE


FINISH WITH MEDIUM

BROOM

COMPACTED SUBGRADE

FOUL BALL POLE, SEE

LAYOUT PLAN

LAWN

1

2

4

6 9

8

10

5

3

7

3

7.1

6

7.14

3

7.1

3

7.1

Detail Not Used

SignageDetails

7.15


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Park Identification Sign

1"=1'-0" d-detail name_12

Wolf's Crossing

3252 Wolf's Crossing Road

TM

2

3 4

"

2

1 4

"

8"

1'-6

"

1'-2

"

7'

6" 6" 6" 1'-6"6'

4'

6"x6" POSTS

RAISED

SANDBLASTED

8'

POSTS: SW 6076

TURKISH COFFEE

PANEL: SW 6090

JAVA

1" RAISED BORDER

1'-3

1 2

"

PARK DISTRICT LOGO COLORS:

SW 6927 GREEN

SW 6966 BLUE

SW 6601 RED

SW 7006 WHITE

SW 6062 BROWN

2

1

4

" TEXT, GILL SAN MT

5'-8

"

3'-1

0 1

/2

"

2'-0

1

2

"

Community Park

6" TEXT, GILL SAN MT

SCALE:

Wayfinding Signage

1/2"=1'-0" d-wayfinding signage_24

4"4"6" 4' 4'

4'

3"

3'

7'-3

"

WEST SIGN

4"4"6" 4' 4'

4'

3"

3'

7'-3

"

EAST SIGN

4" SQ.

1/2" THICK CUSTOM HIGH

PRESSURE LAMINATE PANEL:

BACKGROUND IMAGE TO BE

PROVIDED

NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS,COLOR SAMPLES, AND

PANEL SAMPLES FOR OWNER REVIEW

& APPROVAL

2. PANEL ATTACHES TO WELDED MOUNT

ANGLES ON POST WITH HARDWARE

PROVIDED BY PANEL MFR. LENGTH OF

MOUNT ANGLE IS LENGTH OF PANEL

HEIGHT.

3. SIGN AND POST MANUFACTURED BY

IZONE IMAGING 888-464-9663, OR

APPROVED EQUAL

FINISHED GRADE

SURFACE MOUNT ON CONCRETE

6" SQ.

ALUMINUM SQUARE SLOTTED SUPPORT POST

WITH 1/2" WIDE CHANNEL CUT TO MATCH INSERT

HEIGHT OF SIGN PANEL. POWDER COAT FINISH

CONCEALED MOUNTING BRACKET

FOR SIGN PANEL INSERT

PRE-DRILLED 5/16" DIA. HOLES

FOR 1/4" S.S. MACHINE SCREWS

SQUARE ALUM. POST CAP, WITH 2" 2ND

SURFACE WELDED COLLAR

FASTENERS, 1/4" BUTTON

HEAD SCREWS WITH NYLOCK NUTS.

POWDER COAT FINISH

3

2

SCALE:

Interpretive Sign

N.T.S. d-sign_interpsign_12.dwg

SURFACE MOUNT ON

CONCRETE - 1 POST PER

SIGN

FINISHED GRADE

NOTES:

1. CONTRACTOR TO

SUBMIT SHOP

DRAWINGS,COLOR

SAMPLES, AND PANEL

SAMPLES FOR OWNER

REVIEW & APPROVAL

2. CONTRACTOR TO

ASSEMBLE AS PER

MANUFACTURER'S

SPECIFICATIONS.

3. SIGN AND POST

MANUFACTURED BY

IZONE IMAGING

888-464-9663, OR

APPROVED EQUAL

12" W X 12" H MOUNTING

BRACKET FOR SIGN PANEL

ATTACHMENT PRE-DRILLED

5/16" DIA. HOLES FOR 1/4"

S.S. MACHINE SCREWS

POWDER COAT FINISH

SQUARE PEDESTAL SUPPORT

POST, 3" ALUMINUM TUBE

CONSTRUCTION

WITH 30˚ ANGLED MOUNTING

PLATE 8" SQUARE - WELDED

POWDER COAT FINISH

1/2" THICK CUSTOM HIGH

PRESSURE LAMINATE

PANEL: 20" X 20"

INTERPRETIVE SIGN BY

PULSE DESIGN, INC.

708-385-1308. SEE LAYOUT

PLAN FOR LOCATION AND

PANEL MODEL #

1

SCALE:

Roadway Sign

NTS d-sign_pedsign-12.dwg

NOTES:

1. ATTACH WITH 5/16"

CARRIAGE BOLTS

(GALVANIZED), PEEN

THREADS.

2. SIGNS TO BE

REFELECTIVE MATERIAL

OVER ALUMINUM METAL.

12-GAUGE GALVANIZED 2"

SQUARE SIGN POST AND

SLEEVE, LOCATE PER PLAN

COMPACTED SUBGRADE

2'-0"

2'-0

"3

'-0

" M

IN

.

SIGN VARIES, SEE PLAN

5'-0

"6

"

4

LandscapeDetails

7.16


SHEET NUMBER







SHEET TITLE

PROJECT TEAM


PROJECT




ltd


LANDSCAPE ARCHITECT


SCALE:

Tree Installation

N.T.S. d-plant-tree_12

BACKFILL MIXTURE TO BE TOPSOIL

AS REQUIRED, PLACE ON ALL SIDES

OF TREE, EXTEND 12" BEYOND

OUTSIDE EDGE OF ROOT BALL.

4" HIGH SOIL SAUCER BEYOND EDGE

OF ROOT BALL. 6' DIAMETER MULCH

RING OR MULCH AS PART OF

PLANTING BED.

3" DEEP SHREDDED HARDWOOD

MULCH. MULCH SHALL NOT TOUCH

TREE TRUNK

BASE OF BALL SHALL BE PLACED

ON UNDISTURBED SUBGRADE OR

TAMPED SOIL. TREE SHALL BE

TRUE AND PLUMB

12"

ROOT CROWN TO BE AT FINISH

GRADE OR 2" ABOVE FINISH GRADE

REMOVED ALL CONTAINERS, STRING,

WIRE, AND TWINE AT TOP 1/2 OF

ROOT BALL. REMOVE TAGS ON TREE

TREE WITH STRONG CENTRAL

LEADER

36"

6' M

IN

.

AL

L S

IN

GL

E

ST

EM

T

RE

ES

NOTE:

PULVERIZED TOPSOIL IS NOT TO

BE USED FOR TREE BACKFILL

SCALE:

Evergreen Installation

N.T.S. d-plant-evergreen_12

BACKFILL MIXTURE TO BE TOPSOIL

AS REQUIRED, PLACE ON ALL SIDES

OF TREE, EXTEND 12" BEYOND

OUTSIDE EDGE OF ROOT BALL.

4" HIGH SOIL SAUCER BEYOND EDGE

OF ROOT BALL. 6' DIAMETER MULCH

RING OR MULCH AS PART OF

PLANTING BED.

3" DEEP SHREDDED HARDWOOD

MULCH. MULCH SHALL NOT TOUCH

TREE TRUNK

BASE OF BALL SHALL BE PLACED

ON UNDISTURBED SUBGRADE OR

TAMPED SOIL. TREE SHALL BE

TRUE AND PLUMB

PLACE TOP OF ROOT MASS AT

FINISHED GRADE OR UP TO 1/ 2"

ABOVE FINISHED GRADE.

REMOVED ALL CONTAINERS, STRING,

WIRE, AND TWINE AT TOP 1/2 OF

ROOT BALL. REMOVE TAGS ON TREE

TREE WITH STRONG CENTRAL LEADER

12"

36"

SCALE:

Shrub Installation

N.T.S. d-plant-shrub_12

BACKFILL MIXTURE TO BE

85% TOPSOIL AND 15%

MUSHROOM COMPOST,

MIXED THOROUGHLY

REMOVE BURLAP FROM TOP

HALF OF BALL AND REMOVE

ALL WIRE AND PLASTIC

CONTAINERS REMOVE TAGS

FROM PLANTS

3" DEEP SHREDDED

HARDWOOD MULCH

EXTEND MULCH TO 8" PAST

EDGE OF LIMBS ON SHRUB

INSTALL BASE OF BALL OR

ROOT MASS ON EXISTING

SUBGRADE OR TAMPED

TOPSOIL

TOP OF ROOT BALL SHALL

BE AT FINISHED GRADE.

SCALE:

Perennial & Ornamental Grass Installation

1" = 1'-0" d-perennials

BACKFILL MIXTURE TO BE 85%

TOPSOIL AND 15% MUSHROOM

COMPOST, MIXED

THOROUGHLY

REMOVE PLASTIC

CONTAINERS AND TAGS

FROM PLANTS PRIOR TO

INSTALL

EXTEND MULCH AS SHOWN

ON LANDSCAPE PLAN AND

MINIMUM OF 18" PAST

CENTER OF PLANT

INSTALL BASE OF POT SOIL

MASS ON EXISTING

SUBGRADE OR TAMPED

TOPSOIL

TOP OF POT SOIL SHALL BE

AT FINISHED GRADE.

V

A

R

I

E

S

PLAN VIEW

SCALE:

Dry River Bed with Boulders

N.T.S. d-dry river bed_12

COMPACTED CA-6 -4" DEPTH

GRANITE BOULDERS-

COLOR (SEE SPECS),

LENGTHS MAY VARY, BUT

SHALL GENERALLY BE

BETWEEN 18" TO 30" AS

SHOWN AND SHALL BE

INSTALLED 25% BELOW

GRADE. FINAL PLACEMENT

IN FIELD TO BE APPROVED.

NOTE: SEE PLANS FOR

LAYOUT/LOCATIONS.

24

"

18"

24"

PLANTINGS PER PLANS

30

"

SOIL MIX, SEE CIVIL

6"

1'

COMPACTED SUBGRADE

MIRAFI FW 402 NONWOVEN GEOTEXTILE

FABRIC, OVERLAP EDGES, SUBMIT

SAMPLE FOR REVIEW, SEE SPECS

1"-6" RIVER ROCK, COLOR TO BE BROWN

TO MATCH AGGREGATE, SEE SPECS.

60% SHALL BE 1-2", 30% 3" STONE, AND

10% 4-6" STONE. SUBMIT SAMPLE FOR

APPROVAL BY OWNERS REPRESENTATIVE

CA-7 DRAINAGE GRAVEL

PVC SDR26, SEE PLANS FOR LENGTHS

AND LOCATION

1 4

2 5

3