HomeMy WebLinkAboutC3.0 Civil Details 02-22-2019 ru
S-I'MINUS GRANUWi FILL
If-If MINUS BASE GRAVEL
WEBf:WYFII
COMPACTED SUB-&SE
YUICO RI-B PAM.W
(tx MB')
FOR HANDICAPPED PARKING DETECTABLE WARNING SURFACE IC
SPACES AND LOADING ZONES Y
(24'x WIDTH OF RAMP) 48`
MIN 46" YWI -CONCRETE
Sheet 3 of 4
TYPICAL ASPHALT CROSS-SECTION MAX PFAMIT REp WEp
C3.0 SCALE:NTS o fIDO RNE}'STEEL EDGING.FLUSH YLVANIZ'SQUARE
A. COMPACTED SOIL
2%SLOPE Awnv FRDM auILDlrvc WITH SIDEWALK OR GALVANIZE STEEL TUBE
BEFORE DROP FOR RAMP. IN 18Y OF CONCRETE E
4"YNICK P.C.0 SIDEW" 3 rc N NOTEti' C m o
MIN.Y OF 1"CRUSHED AGGREGATE BASE ^
I $p oM 1. ONE`lf RACK HAS CAPACITY i0 HOLD 2 umi
"'Ill BIKES. C
COMPACTED sue-GRADE 2. MAINTAIN 24'-30'SPACING BETWEEN'Lf --SIDEWALK 10%MAX 10x MAX SIDEWALK -III- RACKS. p d
3. MAINTAIN 24'FROM ANY PARALLEL WALL �u
OR OBJECT. � m
NOTES: 4. MAINTAIN 30"FROM ANY PERPENDICULAR +
GUTTER NOTE:TO BE MOUNTED AT A HEIGHT 50 AS NOT WALL OR OBJECT.
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" TO BE OBSCURED TE A VEHICLE PARKED S THE 'o ; i MIN. SPACE. lD 0 C
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES ANDS DETACHABLE WARNING SURFACE
BUILDINGS AT 2%. m
3. CONCRETE SHALL BE 4,G00 PSI®28 DAYS. 3 (24 x WIDTH OF CURB RAMP) c .a
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' Oo K€cA L m 0 ID
-
INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. 3 N �
z SIDEWALK CROSS-SECTION 3 HANDICAPPED ACCESSIBLE RAMP 4 HANDICAPPED ACCESSIBLE RAMP C v u
c3.o SCALE:NTS c3.0 SCALE:NTS C3.0 SCALE;NTS C3.0 SCALE: PARKING SIGN c3.o TYPIAL BICYCLE RACK SCALE:NITS Loa
3•_p• �STREET SURFACE a
a
3 1/7
0
1/2'PER 1'��
•°_B.,'„,T .•a ASPHALT/SIDEWALK
TJ /D&L J-4126(SOLID COVER)OR J-4227(GRATE)
TRENCH GRATING(OR APPROVED EQUAL)
NOTES:THE WIDTH OF THE INVERT SATIS VARIED REINFORCE WITH/4
FROM THE C.O.B. NTS TO ISTI P THE REBAR MAINTAIN
o IL DESIGN REQUIREMENTS OF THIS E I/Sr ITON. PROPER
w FINISHED STREET SURFACE TO BE 1/E'TO SIDEYARD
LL _ 1/4 ABOVE EDGES OF DOUBLE GUTTER. SETBACK PER
ZONING
B REGULATIONS I 6" 2' W
COMPACTED TOPSOIL a C3.03' WIDE VALLEY GUTTER 5'TRANSITION SECTION FROM
SCALE 1'=5' EXISTING CURB TO DROP CURB: EXPANSION
aJOINT
4H:iV MAX EXPANSION JOINTS COMPLETELY x `BASE COURSE
AROUND SIDEWALK SECTION
12'nx11f DEEP HOLE MAX.THROAT WIDTH
FILLED WITH CONCRETE FLOW DEPTH - 35'COMMERCIAL
40'INDUSTRIAL NOTES:
cl CURB 1,APRON POURED MONOLITHIC NOTE
CONCRETE SHALL BE M-4000
PROVIDE 6'COMPACTED UNLESS OTHERWISE APPROVED 2. COVERS MUST BOLT DOWN TO FRAME
TOPSOIL TO FLOW DEPTH 2.50'
CONTRACTION JOIM
EXPANSION JOINTS AT CURB RETURNS
SIGN POST SETTING DETAIL 9 SWALE CROSS SECTION DETAIL
c3.o SCALE:NTS C3.0 SCA E:NITS ALE:NITS
SIDEWALK CON TRACTION JOINTS I c3 o CcONCRETE STORM DRAINAGE CHASE
BACK OF CURB
SPACED AT 5'INTERVALS-MIN. FLOW LINE
24" DEPTH 1". EXPANSION JOINTS
g. TO BE PLACED AT 25' EDGE OF GUTTER
INTERVALS. p
GROUND SURFACE r 5.4' (0.45') CONTRACTION JOINTS TO BE SPACED VARIABLE (5.5'TYP.)
4-INCH IRON DRAIN TOPSOIL "�} 3/4"TO PER 1G AT 10'INTERVALS IN CURB&GUTTER n
5< �') R 1'SLOPE
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.
b °n
oOO �9 GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB a
CRUSHED GRAVEL R MATCH EXISTING SIDEWALK GRADE
BASE-3` MIN. SIDEWALK DRIVEWAY APRONDO
+ 5.5'TYP. W `AVi
SUB-BASE COURSE 1' S' (VARIES)
AS REQUIRED W 4 _
d 8" PERFORATED PVC COMPACTED SUBGRADE 7/•PER FOOT SLOPE STREET SURFACE
PIPE ? �+. •
4.0 FEET O 3/4' PE
j.S.�OPE SLOPEPER 1'
WASHED ROCK
Q
6•CRUSHED GRAVEL 3" CURB&GUTTER
DROP CURB SPILL CURB \,MIN.6"THICK ""
NOTES; M-4000 CONCRETE
OO 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPEC5.1996 ED.) +OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH w
p 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF r AND MINIMUM
GEOTEXTILE FILTER WIDTH IO r. O w
FABRIC 3. EXPANSION JOINT MATERIAL SHALL L PLACED EXTEND
ALL THROUGH
P.T.S.CURB RETURNS AND AT NOT MORE THAN 300' r - 11/��T•
INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. LY�1•
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS O
REPRESENTATIVE.
4. CONCRETE SHALL BE CLASS .
5.0 FEET 5. CRUSHED GRAVEL BASE SHALLL MEET MEET THE REQUIREMENTS SECTION 02235 .SPECS.,2003 ED.)FOR CURB O ��
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BEE USED FOR THE GRAVEL BASE. w
(2)LANDSCAPE DRYWELL 1+ CONCRETE CURB & GUTTER ,2 NON-RESIDENTIAL APPROACH r,. DETAIL NOT USED O
C3.0 SCALE:NTS C3.0 SCASEAINTSNTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02529-12 C3.0 SCALE:NTS
� � U
20'-Cl 0
w �
Issue Date:211912019
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
(2)CONSTRUCTION DUMPSTER DETAIL ,6 DETAIL NOT USED C3mO
„ DETAIL NOT USED
C3.0 SCALE;NTS C3.0 SCALE:NTS C3.0 SCALE:NTS
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