HomeMy WebLinkAbout25 C3.0 Civil Details 02-12-2019 24
-- �'
_--- ---- 2" s.a"(D.45')
8---------------
3
NINUG GRANUWt FlLL
TOPSOIL
v (TYPJ .R /4"TO PER
MINUS I—E GRnvEE 1'SLOPE
coNPncreo suB-&SE j
CRUSHED GRAVEL / FOR HANDICAPPED PARKING 9.
DETECTABLE WARNING SURFACE
BASE-3"MIN. �. SPACES AND LOADING ZONES III (24"x WIDTH OF RAMP)
TYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE MIN
Sheet 4 of 5
C3.0 SCALE:NTS AS REQUIRED o -; }"STEEL EDGING.FLUSH
COMPACTED SUBGRADE
sx sWPE n ROM BUILDING � WITH SIDEWALK ELEV.
I77 � BEFORE DROP FOR RAMP
4'THICK P.D.0 51DE'MALIf 3/4" 1/SLOPPER 1/2"PER V rnN C m
SLOPE t 11II
MIN.3"OF 1'CRUSHED AGGREG4TE&SE �� M U C `� m m m
cp
m ------ ----------- - -x ---------_ C
.5»1 -- -- - ------- I ___
T m
cGNPADTED SUB-GRADE DROP CURB SPILL CURB > `O d
NOTES;1. UBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) CU7RBSIDEWALK 10R MAX 10A MAX SIDEWALK a
NOTES: 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF}"AND MINIMUM m 'P
WIDTH OF}". GUTTER ` c i
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'
MIN. INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 10 O DO
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND DETECTABLE WARNING SURFACE
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION 81'THE CITY ENGINEER OR HIS �rc m m�
BUILDINGS S LL (24"x WIDTH OF CURB RAMP)
3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. ; z C :9
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 4. CONCRETE SHALL BE CLASS M-4000. o N F 4 C `m -
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB 30 ID ` L
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
2 SIDEWALK CROSS-SECTION 3 CONCRETE CURB & GUTTER a HANDICAPPED ACCESSIBLE RAMP 5 HANDICAPPED ACCESSIBLE RAMP m o a
C3.0 SCALE:NTS C.0 SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NTS C3.0 SCALE:NTS W
EXISTING GRADE 4 3. q EXISTING GRADE O
1 1
ASPHALT/SIDEWALK
DEPTH PER CIVIL PLAN /D&L 1-4126(SOLID COVER)OR J-4227(GRATE)
TRENCH GRATING(OR APPROVED EQUAL)
8" 2'
(2)TYPICAL RETENTION POND SECTION EXPANSION w
COMPACTED TOPSOIL a C30 '8 JOINT
r SCALE:1•=5'
n /^1
BASE COURSE
4H:1V MAX
12"6x18"DEEP HOLE
FlLLED WITH CONCRETE z NOTES:
FLOW DEPTH � 1. CONCRETE SHALL BE M-4000 U
f 2. COVERS MUST BOLT DOWN TO FRAME
PROVIDE 6"COMPACTED J
TOPSOIL TO FLAW DEPTH 2,50'
6 SIGN POST SETTING DETAIL a SWALE CROSS SECTION DETAIL 9 CONCRETE STORM DRAINAGE CHASE
C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:NTS
®ARKMO
MITCO RT-e STREET SURFACE �Tl
(tYxt6) ® 3'-0" WHITE ON RED w
BACKGROUND
3 1/2" RED ON WHITE NG
BACKGROUND
1/2"PER 1'�� 12"x18" PARKING
SACITKGROUND
PBNIT TEWIRm 'W' S
/Im
2"x2"xl/8"SQUARE GALVANIZED STEEL TUBE F.
r
SET IN 18"OF CONCRETE(TYP.) 7• r
REINFORCE WITH4
REBAR SET IN 18"SQUARE STEEL TUBE O
NOTES:THE WIDTH ET THE INVERT VARIED SET IN 18"OF CONCRETE(T1'P.) O L�
FROM THE C.O.B.DETAIL TO SATISFY THE z
DESIGN REQUIREMENTS OF THIS APPLICATION.
FINISHED STREET SURFACE B BE 1TTE TO
1/4"ABOVE EDGES OF DOUBLE GUTTER.
NOTE:TO MOUNTED AT A HEIGHT SO AS NOT
TO BE OBSCURED BY A VEHICLE PARKED THE
SPACE.
A0
,Q H.C. PARKING SIGN „ 3' WIDE VALLEY GUTTER ,2 FIRE LANE NO-PARKING SIGN U
C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:NTS LrO
f�
w � U
zD'-G• D" W
Issue Date:211212019
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
,3 CONSTRUCTION DUMPSTER DETAIL ,q DETAIL NOT USED C3mO
C3.0 SCALE ITS K70=NTS
#181126