HomeMy WebLinkAbout020 - Civil Details5'-0"9'-0"
TYP.7'9'-0"9'-0"
Disabled PermitHolders Only
ReservedParking
18'-0" DEPTH, TYP.6"STANDARD PARKING
STALL STRIPING
ADA ACCESSIBLE SYMBOL
ADA PARKING STRIPING
ADA PARKING SIGN (MDT R7-8E)
FOR SIGN POST INSTALLATION,
REFER TO DETAIL C SHEET 12
ADA CAR SPACEADA VAN SPACE
ADA PARKING
ACCESS AISLE
STRIPING
6" CURB WALL, SEE SITE PLAN FOR LOCATIONS
Disabled PermitHolders Only
ReservedParking
VANACCESSIBLE
VAN ACCESSIBLE SIGN (MUTCD D9-6P)
VANACCESSIBLE
&
ENGINEERS
PLANNERS
SURVEYORS
DESIGNER
DRAWN
CHECKED
PROJ. NO.
DATE
SURVEYED
DESCRIPTIONDATEREVISION SHEET
OF
2/26/24 12:39 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\09 - CIVIL CONSTRUCTION DETAILS.DWG;2211
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DJ&A, P.C.
01/16/2024
7348
MR
BZ
BZ
CIVIL CONSTRUCTION DETAILS
BOZEMAN, MT
PROJECT ECHO
NORTH PARK WYNDHAM HOTEL18' TYP.9' TYP.
4" WHITE
EPOXY
N
NPSSROFE
OI
NOM AT A
AL E EEN G INRMICHAEL T.
RUSSELL
No. 59647PE
18' TYP.
REFER TO PLAN
9' TYP.REFER TO SITE PLAN39"34"
WHITE,
EPOXY
4" WHITE,
EPOXY
B
11 N.T.S
PAVEMENT MARKINGS
C
11 N.T.S
ADA PARKING STALL DETAIL
1.MINIMUM OF FOUR (4") INCHES (COMPACTED DEPTH) OF
CRUSHED AGGREGATE BASE COURSE SHALL BE COMPACTED
TO 95% PROCTOR DENSITY PER THE PROJECT SPECIFICATIONS.
2.CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS
NEAR A SQUARE PANEL AS POSSIBLE, NO SINGLE PANEL SHALL
EXCEED FIVE (5') FEET ON ANY SIDE.
3.CONTRACTION JOINTS SHALL BE A MINIMUM 1 INCH DEPTH.
4.EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC
MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS:
4.1.EVERY FIFTY (25') FEET OF UNINTERRUPTED SIDEWALK.
4.2.GRADE BREAKS.
4.3.ALONG BUILDING & SIDEWALK INTERFACE
5. FINISHED SIDEWALK SURFACE SHALL HAVE AN EXPOSED
AGGREGATE FINISH.
6. NO SIDEWALK SHALL BE POURED WITHOUT AN INSPECTION AND
APPROVAL OF FORM PLACEMENT BY THE CITY ENGINEER'S
OFFICE (406) 582-2280.
SIDEWALK
PANELS SHALL
BE AS SQUARE
AS POSSIBLE
SEE SHEET 5 4"6x6 - W1.4xW1.4
WELDED WIRE FABRIC (WWF)
REINFORCING AT CONCRETE
MID-DEPTH
CONCRETE SIDEWALK
SUBGRADE (COMPACT
TOP 4" TO 95% OF
PROCTOR DENSITY
PER THE PROJECT
SPECS.
AGGREGATE BASE
COURSE (4"
COMPACTED DEPTH,
COMPACT TO 95% OF
PROCTOR DENSITY
PER THE PROJECT
SPECS.SEESHEET 5EXPANSION JOINT,
SEE NOTES
CONTRACTION JOINT,
SEE NOTES
A
11 N.T.S
SIDEWALK SECTION DETAIL EXISTING GROUND
MIN. 2 FT.
EMBEDMENT
POST TO BE
2" X 2" WOODSYNTHETIC FILTER
FABRIC, E.O.S.=100
TO 50, SECURED
TO POSTS
MIN. 4" DEEP
TRENCH FOR FABRIC
EMBEDMENT
MIN. 2 FT.
HIGH
FLOW
E
11 N.T.S
SILT FENCE DETAILD
11 N.T.S
ROLL-OFF DUMPSTER DETAIL
23'-1"7'-9"8'-3"