HomeMy WebLinkAbout004 C3.0 Civil Detail 5-19-20 24'
f712C
SPNLLT- 9" TqN
GRnNUWt Flu 2" 5.4'(0.45')
TOPSOIL
•R 3/4"TO PER MARK A.
INUS WE cruvu 1'SLOPE
CHANDLoMPACTm sue-&5E � � j RaeeNvm Z No. 9518o S o
/ 0rna•,T e ® 9�f'�I DNEER PN��P
CRUSHED GRAVEL
BASE-3"MIN. 48"
+ TYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE MIN Sheet 3 of 3
C3.0 AS REQUIRED vnry nccEneEE
SCALE:NTS PERMITaEaulRlo
zx SLOPE Awnr MOM eulEOlNc COMPACTED SUBGRADE 2"&0/8'SQUARE GALVANIZED STEEL TUBE floo PrvE
SET IN 18'OF CONCRETE(TYPJ C m E
a'TNIDK PC'
SIDevAuc 3/4" /SLOPR `�� N m e
SLOPE g n m
MIN.3.Of 1•CRUSHED AGGREGATE WE m
Equessm-
.5%f 'T n c
coMPACTm sue-cRPDE SPILL CURB c a t DROP CURB
NOTES; SIDEWALK 10R MAX 10R MA% SIDEWALK - J o 8 @1
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) (n m
NOTES: 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3"AND MINIMUM r(lj:
-Q
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" WIDTH OF b". GUTTER NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT [ o
MIN. 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300' TO BE OBSCURED BY A VEHICLE PARKED IN THE !D p`
INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. SPACE.
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND DETACHABLE WARNING SURFACE Ol m @
BUILDINGS AT 2%. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS (24"x WIDTH OF CURB RAMP)
3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. o '� 6.-.c
4. CONCRETE SHALL BE CLASS M-4000. pp
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 3
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
z SIDEWALK CROSS-SECTION 3 CONCRETE CURB & GUTTER 4 HANDICAPPED ACCESSIBLE RAMP 5 H.C. PARKING SIGN c a
C3.0 SCALE;NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE;NTS C3.0 SCALE:NTS
8
s o y
4 3' 4 EXISTING GRADE 8
EXISTING GRADE ,� 4
1r-
DEPTH PER CIVIL PLAN
MAINTAIN
PROPER
SE
SETBACK- _ SETBACK
PER
ZONING r
" TYPICAL RETENTION POND SECTION ZONINGTONS I rl
COMPACTED TOPSOIL C3 0 �5'TRANSRION SECTION FROM
W
r SCALE:1'=5' EXISTING CURB TO DROP CURB:
a -L74
4H:1V MAX EXPANSION JOINTS COMPLETELY
AROUND SIDEWALK SECTION
12"6z18"DEEP HOLE MAX.THROAT WIDTH r`
FILLED WITH CONCRETE FLOW DEPTH 35'COMMERCIAL
------------
40'INDUSTRIAL CURB 1,APRON POURED MONOLITHIC
PROVIDE 6"COMPACTED UNLESS OTHERWISE APPROVED
TOPSOIL TO FLOW DEPTH 2.50'
CONTRACTION JOINT
EXPANSION JOINTS AT CURB RETURNS
6 SIGN POST SETTING DETAIL 6 SWALE CROSS SECTION DETAIL
C3.0 SSE:NTS C3.0 SCALE:NTS SIDEWALK CONTRACTION JOINTS I C3.0 DSCALE:ETAISL NOT USED
BACK OF CURB
SPACED AT 5'INTERVALS-MIN. FLOW LINE
DEPTH 1'. EXPANSION JOINTS
TO BE PLACED AT 25' EDGE OF GUTTER
INTERVALS. & VARIABLE
CONTRACTION JOINTS TO BE SPACED (5.5'TYP.)
AT 10'INTERVALS IN CURB&GUTTER
EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
R 7TING SIDEWALK GRADE
SIDEWALK DRIVEWAY APRON
1' •5'TYP. 5.5'TYP.
VARIES)
w 1/4'PER FOOT SLOPE STREET SURFACEo
/A
GA 0
3"WASHED ROCK 1�1
MIN.6"THICK CURB&CUTTER 5
M-4000 CONCRETE
"OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
V
,Q DETAIL NOT USED „ DETAIL NOT USED ,2 NON-RESIDENTIAL APPROACH DETAIL NOT USED„
C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02529-12 C3.0 SCALE:NTS
A °Ou
20'-0" 0'
Issue Date:5/22/2020
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
1a ,5 DETAIL NOT USED CIO
___)CONSTRUCTION DUMPSTER DETAIL sc F.NTS C3.0 SCALE:NTS
#200029