HomeMy WebLinkAboutC3.0 Details 03-22-2019 24°
9"
_ 2" 5.4"(0.45')
TOPSOIL 3/4"TO PER
1z -e NINus arsE cRnrEE < ) "Fl 1'SLOPE
coMPACTEo sue-BASE �9"
CRUSHED GRAVEL SIDEWALK MIN. FOR HANDICAPPED PARKING �� DETECTABLE WARNING SURFACE
BASE-3"MIN. SPACES AND LOADING ZONES (24'x WIDTH OF RAMP)
1 ROSS-SLO E
TYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE zx MAX sheet 3 of 4
sr NTS AS REQUIRED j9�a 1�4B
COMPACTED SUBGRADE 4'MIN. ON A. MAx WITH
STEEL EDGING.FLUSH
2R SLOPE AWAY FROM I.N.BU
jm
s'TRCK P.C.0 SDEWALK 3/4" 3/4"PER , 2°PER 1' x BEFORE DROP FOR RAMP. U
_ LEVEL LANDING C m m o
N.1'OF 1'CRUSHED AGGREGATE BASE 5" On pETECTABLE �o �� IU m U
WARNING SURFACE
COMPACTED SUB-GRADE $PILL CURB �W.., (24°x WIDTH OF o
DROP CURB CURB RPMP) y
NOTES; E
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) m
NOTES:
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF("AND MINIMUM co
'P
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" WIDTH IO K". GUTTER I
U c
MIN. 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S.CURB RETURNS AND AT NOT MORE THAN 300' E.
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 10 O` u
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS
BUILDING$AT 2X. m y
3. CONCRETE SHALL BE SHALL PSI®CE DAYS. CONCRETE
REPRESENTATIVE.
4. CONCRETE SHALL BE CUSS L MEET.
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' oo m '-
5. ACR NDSHEDGUT GRAVEL BASE SHALL MEET THE REQUIREMENTS E SECTION 02235 RAVEL.SPECS.,2003 ED.)FOR CURB h INTERVAL$,EXPANSION JOINTS AT 20'INTERVALS. AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. 30� c Yn
z SIDEWALK CROSS-SECTION 3 CONCRETE CURB 8 GUTTER 4 HANDICAPPED ACCESSIBLE RAMP
5 HANDICAPPED ACCESSIBLE RAMP w 02 '
SCALE:NTS SCALE:NTS C.O.B.STD.DWG.NO.02528-1 SCALE:NTS SCALE:NTS
8
s
8
4 3 q EXISTING GRADE
SIGN TYPE-A" SIGN TYPE'SC" SIGN TYPED'
EXISTING GRPDE ,r q �SpuD CorER
�1 1r—
_ES _ NO NO NO
DEPTH PER CIVIL PLAN PARKING PARKING PARKING
p a
i i ! '— 7 - 18"
FIRE LANE FIRE LANE FIRE LANE
COMPACTED TOPSOIL
TYPICAL RETENTION POND I— — — 10'
SCALE:r=s' 1 J _ I I I I I
,�"�1 I�ir� 1 —12'�I W
4H:1 V MAX A
12"0x18"DEEP HOLE
1'FIR BOARD
FILLED WITH CONCRETE FLOW DEPTH -
PROVIDE 6"COMPACTED
TOPSOIL TO FLOW DEPTH 2.50' exe.
NOTE:SIGN TO BE MOUNTED ATA A HEIGHT AND
LOCATION PER CITY OF BOZEMAR STANDARD
DRAWING NO.0 AND PER INTERNATIONAL
FIRE CODE,SECTIONTION D703.6
6 SIGN POST SETTING DETAIL B SWALE CROSS SECTION DETAIL 9 FIRE LANE SIGN
SCALE:NTS SCALE:NTS SCALE:NTS
fE— PARKENB �z
ha R)-8 PABKNB (� F�
pYneO 12*MC FOR
® ,%R 3'-0° STREET SURFACE COMPACT O
CAWB 3 1/2° .-...
my �2PE1'r ems' .."�Y.°
vAx AGLS�IE 1a t/z'f•:.�• FQy'
2k2'xt 8'SDVARE ..:5..:
2°x2"xi/8"$WARE dm<x .2'
GALVANIZED STEEL GALVPNI2ED NBE SET
TUBE SET N 18"OF IN 11'OF CONCRETE(TW.J "�
CONCRETE(TYP.) REINFORCE WITH#4
REBAR
II II NOTES:THE WIDTH OF THE INVERT VARIED
FROM THE C.O.B.DETAIL TO SATISFY THE
DESIGN REQUIREMENTS OF THIS APPLICATION.
FINISHED STREET SURFACE TO BE 1/8°TO � y/
1/4"ABOVE EDGES OF DOUBLE GUTTER.
NOTE:TO MOUNTED AT A HEIGHT SO AS NOT
TO BE OBSCURED BY A VEHICLE PARKED IN THE rT,
SPACE. ///•���''\�� �N+i
O
D PARKING SIGN DETAIL (HANDICAPPED AND COMPACT) „ 3' WIDE VALLEY GUTTER 12 CURB CHASE DETAIL
SCALE:NTS SCALE:NTS SCALE:NTS C.O.B.STD.DWG.NO.02529-14 T
U
20'-0" 0
V
Issue Date:312112019
Li
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
,3 CONSTRUCTION DUMPSTER DETAIL ,q DETAIL NOT USED C3m0
SCALE:NTS SCALE:NTS