HomeMy WebLinkAbout93-LS501SiteDetailsOWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS - AN ICON COMMUNITYSITE PLAN - PHASE 1BOZEMAN, MONTANANWX APARTMENTS LLC
1735 SOUTH 19TH AVE
SUITE B
BOZEMAN, MT 59718
OFFICE: 406.582.8100
FAX: 406.582.8108
GH, JSKS, RH10/29/21: SP 01
06/02/22: SP 02
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
SITE DETAILS
LS501
1
2 3 MONOLITHIC CONCRETE PLAYGROUND CURB
SCALE: 1 1/2" = 1'-0"
NOTES:
1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28
DAYS.
2.THE DEPTH OF THE CURB VARIES TO ADJUST FOR STEEP GRADES ADJACENT TO THE
PLAYGROUND PITS. IN NO CASE SHALL THE GRADE WITHIN THE PLAYGROUND PITS BE
GREATER THAN 2.5%, REFER TO LAYOUT PLAN.
3.SCORE JOINTS ON THE WALKS PERPENDICULAR TO THE CURB SHALL EXTEND THROUGH THE
ENTIRE DEPTH OF THE CURB.
4.SLOPE BOTTOM OF SAFETY SURFACE 2% MINIMUM TO DRAIN.
CONCRETE WALK
#4 REBAR 24" ON CENTER
1" DEEP CONTROL JOINT
(2) #4 REBAR 24" ON CENTER
CONCRETE CURB, 2" RADIUS
ON ALL EXPOSED EDGES,
SLOPE TOP 1/4" PER FOOT
TOWARD PLAYGROUND
ENGINEERED WOOD FIBAR
SAFETY SURFACE, REFER TO
MATERIAL SCHEDULE, SHEET
L-XXX
3/4" WASHED GRAVEL
GEOTEXTILE FILTER /
DRAINAGE MAT
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
1
2
3
4
5
6
7
8
9
1'-4"
MIN.
1'-2"
MIN.
2"
1'-0"
MIN.
2"MIN.
6" MAX.
1'-0"2'-0"
1 2 3 4 5
98
6
1/4"1'-0"
7
CONCRETE WALK
MONOLITHIC CONCRETE CURB,
REFER TO DETAIL 4, SHEET
L-15
2" RADIUS ON ALL EXPOSED
EDGES
(3) #4 REBAR
#4 REBAR 18" ON CENTER
PLAY SAFETY SURFACE
TOOLED SCORE JOINTS, 6"
APART
(2) #4 DOWELS 18" ON CENTER
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
1
2
3
4
5
6
7
8
9
PLAYGROUND RAMP
SCALE: 3/4" = 1'-0"
NOTES:
1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28 DAYS.
6'-0"4'-0"6'-0"
SECTION PLAN 12:1 MAX.12:1 MAX.12
:
1
M
A
X
.
6"
6'-0"
1'-0"
1'-4"
6"
2 4 5 6
8 9
3
2
1
3
6
7
3
12
1
ADJACENT LANDSCAPE, REFER TO
PLANS
6"X18" CONCRETE CURB, 1"
CHAMFER ON ALL EXPOSED
EDGES
ARTIFICIAL TURF, INSTALL AND
SECURE TO NAILER BOARD AS
RECOMMENDED BY
MANUFACTURER, REFER TO
MATERIAL SCHEDULE, SHEET L-12
4" DEPTH COMPACTED
AGGREGATE PER
MANUFACTURERS
RECOMMENDATIONS
FILTER FABRIC/WEED BARRIER
2"X6" PRESSURE TREATED WOOD
NAILER BOARD, HOLD DOWN 1/4"
FROM TOP OF CONCRETE CURB,
SECURE WITH TAPCON SCREWS
OR RAMSET NAILS
SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY
1
2
3
4
5
6
7
ARTIFICIAL TURF WITH CONCRETE CURB
SCALE: 1 1/2" = 1'-0"
NOTES:
1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT
28 DAYS.
2.SAW CUT SCORE JOINTS ON CONCRETE CURB AT 8'-0" ON CENTER.
1'-6"
1/4"
6"
21 3 4 5
6
7
4
5
6" MINIMUM
PLAY SAFETY SURFACE,
REFER TO DETAIL X, SHEET
L-XXX
3/4" WASHED GRAVEL TRENCH
WRAPPED IN FILTER FABRIC
10" DIAMETER ROUND
IRRIGATION BOX
4" DIAMETER PERFORATED
PVC DRAIN PIPE, SLOPE AT 1%
MINIMUM
4" 45 DEGREE PVC WYE
FITTING
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
THREADED WATER TIGHT CAP
4" PVC ELBOW
1
2
3
4
5
6
7
8
PLAYGROUND DRAIN CLEANOUT
SCALE: 1" = 1'-0"
312
4 5 6
8
7
1% SLOPE
NOTES:
1.CONFIRM FINAL GRADES PRIOR TO INSTALLATION.
2.MARK CLEANOUT LOCATION ON ADJACENT PLAYGROUND CURB WITH CO.
3.COORDINATE OUTFLOW PIPE CONNECTIONS WITH CIVIL OR DAYLIGHT LOCATION.
4.IF PLAYGROUND SURFACE IS POURED-IN-PLACE, SUPPLY PLUG FOR IRRIGATION BOX
ACCESS.
PLAY SAFETY SURFACE, RE:
MATERIAL SCHEDULE, SHEET
L1.00
3/4" WASHED GRAVEL
MIRIFI 140N FILTER FABRIC OR
EQUIVALENT, OVERLAP
ALL JOINTS MINIMUM 10" AND
STAPLE, FILTER CLOTH MUST
WRAP BOTH THE PIPE AND
THE ENTIRE TRENCH
3/4" WASHED GRAVEL IN
TRENCH
4'' PERFORATED PVC PIPE, 1%
MINIMUM SLOPE
SUBGRADE COMPACTED TO
95% STANDARD PROXY
DENSITY
1
2
3
4
5
6
PLAYGROUND DRAIN
SCALE: 1 1/2" = 1'-0"
NOTES:
1.SLOPE SAFETY SURFACE AND WASHED GRAVEL 2% MINIMUM TO DRAIN.
2.CONFIRM FINAL GRADES PRIOR TO INSTALLATION.
VARIES
1'-0"
1
3
4
5
6
2
1/2" GALVANIZED LOCK NUT WITH
WASHER, ZINC FINISH
1/2" HOT DIPPED GALVANIZED DROP
FORGED EYE BOLT
CONTRACTOR TO USE STEEL SCREW
LOCKING CARABINER TO LINK
LIGHTING TO METAL RING
4" ROUND TUBE POST, TO BE PRIMED
AND POWDERCOATED COLOR: BLACK.
RE: DETAIL 7/L-17 DEPENDING ON
LOCATION, FOR COORDINATION
CRIMPED ALUMINUM WIRE ROPE
SWAGE SLEEVE
FESTOON LIGHT STRANDS WITH
TAUGHT 11 GAUGE STEEL CABLE
SUPPORT, REFER TO ELECTRIC PLANS
TYPICAL JUNCTION BOX LOCATION
FESTOON LIGHT, TYP.
1
2
3
4
5
6
7
8
FESTOON LIGHT POLE CONNECTION
SCALE: 3" = 1'-0"
NOTES:
1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION.
2.THIS DETAIL SHOWS DESIGN INTENT ONLY. ENGINEERING SHALL BE DESIGNED BY A
LOCALLY LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR PERMITTING .
3.CONTRACTOR SHALL MEET ALL APPLICABLE CODES.
4.ALL METAL HARDWARE SHALL BE ZINC PLATED.
5.ELECTRICAL CONDUIT SHALL BE RECESSED THROUGH TUBE STEEL POST INTO
JUNCTION BOX
4"
1
2
4
3
1"
6
5
7
8
10'-0"
2
FESTOON LIGHTING, RE:
ELECTRICAL
4" POWDERCOATED ROUND 3/16"
TUBE STEEL POST, 10'-0" HT.
ABOVE GRADE, WELD OPEN TOP
SHUT, COLOR: BLACK
FESTOON LIGHTING JUNCTION
BOX, RE: ELECTRIC PLANS
FINISH GRADE, REFER TO PLANS
FOR SURFACE TYPE
9" DIA.,1/2" THICK BASE PLATE,
FULLY WELDED
1 1
2" NON-SHRINK, NON-METALLIC
GROUT
1
2
3
4
5
6
NOTES:
1.CONTRACTOR SHALL COORDINATE WIRING WITHIN TUBE STEEL POSTS
FOR BISTRO LIGHTING WITH ELECTRICAL.
2.FINAL ENGINEERING SHALL BE SIGNED AND SEALED BY A LOCALLY
LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR PERMITTING.
3.CONTRACTOR SHALL MEET ALL APPLICABLE CODES.
4.ALL METAL HARDWARE SHALL BE GALVANIZED.
1
L-17
8
4
3
3'-6"
1'-6"
6"
5
9
10
7
12
11
6"
3" CLEAR
3" CLEAR
6
8
(3) #3 TIES AT 3" ON CENTER. AT
TOP
CAST IN PLACE CONCRETE
FOOTING
(4) 3
4" DIA. X 18" ALL-THREAD
BOLT, WITH DOUBLE HEX NUT
AND WASHER AT BOTTOM
#3 TIES AT 12" ON CENTER
(6) #5 VERTICAL
CONDUIT SLEEVE, RE:
ELECTRICAL
COMPACTED AGGREGATE BASE
WITH 95% PROCTOR DENSITY
COMPACTED SUBGRADE
7
8
9
10
11
12
13
13
FESTOON LIGHT POLE
SCALE: 1/2" = 1'-0"6 7