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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
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
"
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"
AGGREGATE BASE COURSE,
TYPE B, CA-6 PLACED &
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
ASPHALT PAVING - TRAIL
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
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:
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:
1. DEPTH OF RUBBER SHALL MEET ASTM F-1292 REQUIREMENTS FOR CRITICAL
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
SURFACING ON CONCRETE
OUTSIDE EDGE OF SURFACE
SHALL BE SLOPED PER
PLANS, 2:1 MAX SEE
GRADING PLAN
NOTES:
1. DEPTH OF RUBBER SHALL MEET ASTM F-1292 REQUIREMENTS FOR CRITICAL
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 CA-6 GRAVEL
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
OUTSIDE EDGE OF SURFACE
SHALL BE SLOPED PER
PLANS, 1:1 MAX
X
X
X
X
X
NOTES:
1. DEPTH OF RUBBER SHALL MEET ASTM F-1292 REQUIREMENTS FOR CRITICAL
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
SURFACING ON CONCRETE
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,
CONTINUOUS, 2" CLEAR,
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
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:
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
ASPHALT PAVING - TRAIL
4" CONCRETE PAVING
1'-6"
EXPANSION JOINT
SURFACE MOUNT BOLLARD,
SEE LAYOUT PLANS
3'-6
" M
IN
.
1'-6" DIA.
SLOPE TOP OF FOOTING TO
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
ASPHALT PAVING - TRAIL
EXPANSION JOINT
4
1
7.1
5
7.1
6
7.2
1
7.1
6
7.2
ConstructionDetails
7.4
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:
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.
VERTICAL, TIE WITH 6"
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
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:
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
VERTICAL, TIE WITH 6"
OVERLAP WHERE PIECES
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.
6. ALL STEEL COMPONENTS TO BE POWDERCOATED.
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
SHEAR IN THE LOCAL Y DIRECTION
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
Shelter Details
7.6
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:
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
5. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS.
6. ALL STEEL COMPONENTS TO BE POWDERCOATED.
7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE STAINED WITH NATURAL
COLOR STAIN PER SPECS.
CONCRETE FOOTING, SEE
SPECS.
COMPACTED SUBGRADE
#6 REBAR, 12" O.C.
HORIZONTAL AND 6 TOTAL
VERTICAL, TIE WITH 6"
OVERLAP WHERE PIECES
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
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
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:
TUBE: ASTM A500 GRADE B
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
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
SHEAR IN THE LOCAL Y DIRECTION
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
Shelter Details
7.7
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:
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
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.
7. TONGUE AND GROOVE DECKING AT ROOF SHALL BE STAINED WITH NATURAL
COLOR STAIN PER SPECS.
RIGHT SIDE FRONT ELEVATION CUSTOM
18'-7'X45' SIERRA MODEL
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
18'-7'X45' SIERRA MODEL
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.
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 MANUFACTURER.
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.
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
Shelter Details
7.8
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:
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
(6) #7 VERTICAL REBAR
(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.
6. ALL STEEL COMPONENTS TO BE POWDERCOATED.
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.
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.
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
(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
1
2
Shelter Details
7.9
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:
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
(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
"
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
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:
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
SLOPE TOP OF FOOTING,
FINISH WITH MEDIUM
BROOM
FINISH GRADE
3500 P.S.I. CONCRETE
FOOTING AT LINE POSTS,
SLOPE TOP OF FOOTING TO
DRAIN
3500 P.S.I. CONCRETE
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
SLOPE TOP OF FOOTING,
FINISH WITH MEDIUM
BROOM
FINISH GRADE
3500 P.S.I. CONCRETE
FOOTING AT LINE POSTS,
SLOPE TOP OF FOOTING TO
DRAIN
3500 P.S.I. CONCRETE
FOOTING AT TERMINAL/
PULL/ END POSTS, GATE
POSTS, SLOPE TOP OF
FOOTING TO DRAIN
18" DIA.
FINISHED GRADE
FENCE POST AT CONCRETE
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
SLOPE TOP OF FOOTING,
FINISH WITH MEDIUM
BROOM
FINISH GRADE
3500 P.S.I. CONCRETE
FOOTING AT LINE POSTS,
SLOPE TOP OF FOOTING TO
DRAIN
3500 P.S.I. CONCRETE
FOOTING AT TERMINAL/
PULL/ END POSTS, GATE
POSTS, SLOPE TOP OF
FOOTING TO DRAIN
18" DIA.
FINISHED GRADE
FENCE POST AT CONCRETE
4"
HOLD FOOTING BELOW
CONCRETE, EXTEND PAVING TO
POST, SEE LAYOUT PLAN FOR
JOINTING
EXPANSION JOINT
FENCE POST AT LAWN
4" CONCRETE PAVING
FENCE POST FOOTING
NOTES:
1. FENCE IS TO BE BLACK PVC COATED
2. FENCE SHALL BE GROUNDED PER NEC
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.
5. FENCE SHALL BE GROUNDED PER NEC
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
CONCRETE FOOTING, SEE
SPECS.
COMPACTED SUBGRADE
#6 REBAR, 12" O.C.
HORIZONTAL AND 6 TOTAL
VERTICAL, TIE WITH 6"
OVERLAP WHERE PIECES
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
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
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
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
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
3500 P.S.I. CONCRETE
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
SLOPE TOP OF FOOTING,
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
3. FENCE SHALL BE GROUNDED PER NEC
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.
2. FENCE SHALL BE GROUNDED PER NEC
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'
CHAINLINK FENCE - 4' HEIGHT
TOP RAIL
9 GA. FABRIC
1'
1'
2. PVC COATED FABRIC AND POSTS
3. FENCE SHALL BE GROUNDED PER NEC
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.
2. FENCE SHALL BE GROUNDED PER NEC
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
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
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 .
6. FENCE SHALL BE GROUNDED PER NEC
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.
3. FENCE SHALL BE GROUNDED PER NEC
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:
TUBE: ASTM A500 GRADE B
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.
4. FENCE SHALL BE GROUNDED PER NEC
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
Fence Details
7.13
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
1
SCALE:
Chainlink Fence - Dugout
1/2" = 1'-0" d-fence-dugout_24.dwg
NOTES:
1. FENCE IS TO BE BLACK PVC COATED
2. CHAINLINK FABRIC ON FIELD SIDE / OUTSIDE OF DUGOUT ON ALL SIDES
3. FENCE SHALL BE GROUNDED PER NEC
FINISHED GRADE
FENCE POST AT CONCRETE
4"
HOLD FOOTING BELOW
CONCRETE, EXTEND PAVING TO
POST, SEE LAYOUT PLAN FOR
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
CHAINLINK FENCE - 10' HEIGHT
CHAINLINK FENCE - 10' 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
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:
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,
CONTINUOUS, 2" CLEAR,
OVERLAP 12" MINIMUM AT
SPLICES. DOWEL AT
EXPANSION JOINTS.
CONCRETE CURB, 3500 PSI
3"
5"
6"
COMPACTED CA-6 GRAVEL
1"
SCALE:
Basketball Goal
1/4"=1'-0" d-bball-goal_48
BASKETBALL GOAL, NET
AND POST, SEE PLANS
3500 P.S.I. CONCRETE
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
"
ASPHALT - HARD COURT
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
ASPHALT - HARD COURT
PAVEMENT
1'-6" DIA.
3'-6
"
GROUND ANCHOR, SEE
PLANS FOR MODEL
INFORMATION
SLOPE TOP OF FOOTING TO
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
ASPHALT - HARD COURT
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'
3500 P.S.I. CONCRETE
FOOTING
TOP OF FOOTING 3 1/2"
BELOW FINISH GRADE
FINISH GRADE
SLOPE TOP OF FOOTING,
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
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:
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
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:
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
top related