HomeMy WebLinkAboutC3.0 Civil Details 07-01-2019 24'
3'ASPHPLT 9"
6'-t•MINUS GRANUUR FlLL
TOPTypSOIL 3/q•TO PER
MINUS BASE Gruver v ( ) „R 1'SLOPE
COMPACTED SUB-- j
CRUSHED GRAVEL
BASE-3"MIN. FOR HANDICAPPED PARKING I\_rT-p �
+ TYPICAL ASPHALT CROSS-SECTION Sue-BASE COURSE SPACES AND LOADING ZONES
MIN 48"
C3.0 SCALE:NTS AS REQUIRED MAX u, Sheet 3 of 3
2x SLOPE Awnr FROM euuolNc COMPACTED SUBGRADE
'o "STEEL EDGING.FLUSH
n•THICK P.c.c soLWAuc 3/4"3 4"PER _ WITH SIDEWALK ELEV. \__
C m Eo
? 1/2"PER 1' BEFORE DROP FOR RAMP.
1'SLOP SLOPE guiCP LMIN.3.OF 1'CRUSHED AGGREGATE SASE 6.5� / oCOMPACTED sue-GRADE DROP CURB SPILL CURBoN1.OTE S�UBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) SIDEWALI( 10,5 MA% IDEWALK a
NOTES:
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3"AND MINIMUM m
WIDTH OF a'. GUTTER r U c
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300'
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND
MIN. INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GU DETECTABLE WARNING SURFACE
GLITTER. lD
o
BUILDINGS AT 2%. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS x� O7
3 CONCRETE SHALL BE 4,000 PSI O 28 DAYS. m
REPRESENTATIVE. 3 (24'x WIDTH OF CURB RAMP) � a
. o Uri
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 4. CONCRETE SHALL BE CLASS L 4000
MEEr. N w
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS E SECTION 02235 RAVEL.SPECS.,2003 ED.)FOR CURB 30 L
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
(a)SIDEWALK CROSS-SECTION c 1 v u
3 CONCRETE CURB 8 GUTTER a HANDICAPPED ACCESSIBLE RAMP IN SIDEWALK s HANDICAPPED ACCESSIBLE RAMP m o a
C3.0 SCALE;NITS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NTS C3.0 ALL;NTS W
8
EXISTING GRADE 4 3' q EXISTING GRADE
4 i-
1 1
DEPTH PER CIVIL PLAN
Mu c4 m�
eA�ea
YM�
MAINTAIN
PROPER
i S D
SETBACK PERZONING
REGULATIONS
COMPACTED TOPSOIL , TYPICAL RETENTION POND SECTION ""�""`mB1 Icy'
IMIT REWIRED l
C3.0 SCALE:1•=5 5'TRANSITION SECTION FROM 2"x2'xl/8'SW ARE GALVANIZEDPD
D STEEL TUBE rm DxE W
EXIS ING CURB TO DROP CURB: SET IN 18'OF CONCRETE(TYP.)
4H:1V MAX EXPANSION JOINTS COMPLETELY
LIJAROUND SIDEWALK SECTION
1 DEEP HOLE MAX.THROAT WIDTH
FILLED
LED WITH
H CONCRETE FLOW DEPTH 35'COMMERCIAL
/ 40'INDUSTRIAL CURB 1,APRON POURED MONOLITHIC NOTE:TO MOUNTED AT A HEIGHT SO AS NOT
PROVIDE 6"COMPACTED f UNLESS OTHERWISE APPROVED TO BE OBSCURED BY A VEHICLE PARKED IN THE
SPACE.
TOPSOIL TO FLOW DEPTH 2.5J'
CONTRACTION JOINT
EXPANSION JOINTS AT CURB RETURNS
6 SIGN POST SETTING DETAIL 6 SWALE CROSS SECTION DETAILMM
+ 9 H.C. PARKING SIGN
S C3.0 SE;NTS C3.0 SCALE:NTS SIDEWALK CONTRACTION JOINTS I BACK OF CURB C3.0 SCALE:NTS
SPACED AT 5'INTERVALS-MIN. FLOW LINE
DEPTH 1'. EXPANSION JOINTS
TO BE PLACED AT 25' EDGE OF GUTTER
INTERVALS.
VARLABLE
CONTRACTION JOINTS TO BE SPACED (5.5'TYP.) O
AT 10'INTERVALS IN CURB&GUTTER ,
ASPHALT/SIDEWALK
/D<HE CH GRATING
(SOLID COVER)PROVED
EQUAL) (GRATE) EXPANSION JOINT MATERIAL SHALL BE 1/2'THICK PRE-FORMED BITUMINOUS TREATED OTHERWISE
PROVE
TRENCH GRATING(OR APPROVED EQUAL) ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
3'-0' STREET SURFACE
GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
R MATCH EXISTING SIDEWALK GRADE
6' 2' SIDEWALK DRIVEWAY APRON 1t2PER 1'��
in S 1' •5'TYP. S. .: rr•'f
o (VARIES) v
• EXPANSION 2 1/4'PER FOOT SLOPE STREET SURFACE �CINT CONCRETE WPllf J }' .'.. ...REINFORCE WITH g4
`BASE COURSE COMPACTED SOIL REBAR /
_ zl 3"WASHED ROCK NOTES:THE WIDTH OF THE INVERT VARIED ~I
N CURB&GUTTER FROM THE C.O.B.DETAIL TO SATISFY THE
1. 6'THICK MIN.
1. ONE'U"RACK HAS CAPACITY TO HOLD 2 BIKES. M-4000 CONCRETE DESIGN REQUIREMENTS OF THIS APPLICATION.
NOTES: FINISHED STREET SURFACE B BE 1/E TO
1. CONCRETE SHALL BE M-4000 2. MAINTAIN 24"-FRO SPACING BETWEEN"U'RACKS. *OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 1/4"ABOVE EDGES OF DOUBLE GUTTER.
2. COVERS MUST BOLT DOWN TO FRAME 3. MAINTAIN 30"FROM ANY PARALLEL WALL W OBJECT.
4. MAINTAIN 30'FROM ANY PERPENDICULAR WALL OR OBJECT. � wN
O O
Q CONCRETE STORM DRAINAGE CHASE „ TYPICAL BICYCLE RACK ,2 NON-RESIDENTIAL APPROACH ,3 3' WIDE VALLEY GUTTER
C3.0 SCE;NTS C3.0 SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02529-12 C3.0 SCALE:NTS O
20'_0" 0' SLOTTED TOP
6GRATE WEIR
ELEV.=4B09.03 �T
17
V. OUTLET PIPE "12"W%16"T WINDOWW/OUTLET GUARD GRATINV_ININVOUT4808.95 4806.10
ONTRACTOR
q• O GROUT
SLAB 56"DIA (TYP)
BASE SLAB OUTLET PIPE
PLAN MEW Issue Date:71112019
SECTION VIEW
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
,q CONSTRUCTION DUMPSTER DETAIL ,5 DETENTION POND OUTLET STRUCTURE DETAIL NOT USED C3mO
,6
C3.0 sm-E.m ___ SCALE:NTS SCALE:NTS
#180662