HomeMy WebLinkAboutC5.0 DETAILS 02-22-2021 INTERNATIONAL SYMBOL OF RESERVED
5.4" (0.45') ACCESSIBILITY, PAINTED BLUE WITH PQRC3VbC�
4" SOLID WHITE LINES. CENTER
24 SYMBOL IN PARKING SPACE.
9'
2" 9' o F&I Sheet 5 of 7
3W MUTCO R7-8a TO BE USED WHERE PERWREQUIRM
° o VAN ACCESSIBLE PARKING SPACE IS 4100Rm
CALLED OUT. SEE SHEET C2.0
TOPSOIL a _
4" 3"R 4" WIDE SOLID YELLOW LINES AT m m a
1 (TYP•) �l 4" 5 VAN ACCESSIBLE a
d 45 DEGREES, 2' ON CENTER 1 2"x2"x1�8" SQUARE GALVANIZED _0
J— 18 1 STEEL TUBE SET IN 18" OF E6E s
\ �� 3/4"TO PER 1 SLOPE 6' RAMP CONCRETE (TYP.) !n m
\ 4" WIDE SOLID
TO BE OMITTED FOR WALL MOUNTED a
12" �/N �•°' ' n a d YELLOW LINES 2% � AT
° A 'd ° a 44.1 (TYP.) 9 s ;IN. MAX. 12:1 SIGNS. o m
�\ 6" �- SLOPE "
7•5" MAXIMUM 2% CROSS SLOPE
FOR HANDICAPPED PARKING N m
4, a ° n: SPACES AND LOADING 5 m 2
O O O O O ZONES o W P a
z
0 O O O O 0 O O O O O O O O O O SIDEWALK DEPRESSED TO a o Q - a o y
O O O O O O O O O O O O O O O DO
CRUSHED GRAVEL O O O O O O O O O O O O O O O O PAVEMENT ELEVATION n 3 s F
BASE - 3" MIN. 0000000000000000000000000000000 (LANDING TO HAVE
MAXIMUM SLOPE OF 2% IN
ANY DIRECTION) NOTE: TO BE MOUNTED AT A HEIGHT SO AS NOT TO BE
SUB-BASE COURSE PEDESTRIAN DROP CURB OBSCURED BY A VEHICLE PARKED IN THE SPACE.
AS REQUIRED ACROSS LANDING WALL MOUNTED SIGNS TO MAINTAIN SAME VERTICAL
HEIGHT.
COMPACTED SUBGRADE z HANDICAPPED ACCESSIBLE RAMP AND STRIPING H.C.PARKWG SIGN(POLE MOUNTED)
C5.0 SCALE:MS C5.0 SCALE:I•RS COB FIGURE:38.25.040.0
0.5" 1.I5" 3/4„ H
+ 3/4" PER 1' SLOPE j 3/4" PER 1' SLOPE A
_ --- /2" PER 1' SLOPE
6"
9. 9.5�
CROSS SECTION
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB VARIES
3'-0" MIN.
U
NOTES; N
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS.1996 ED.) SLOPE 1/2"/FOOT ASPHALT SURFACE
N
COMPACTED TOPSOIL
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J" AND MINIMUM WIDTH OF
3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE m a a
EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. v
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.
4. CONCRETE SHALL BE CLASS M-4000. a
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. SPECS., 2003 ED.) FOR CURB AND GUTTER
EXPANSION PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. 12"008" DEEP HOLE �+
FILLED WITH CONCRETE
INTEGRAL CURB AND GUTTER 5 VALLEY GUTTER DETAIL
C5.0 SCALE:MS COB DETAIL:02528-1,REV.MARCH 2O06 C5.0 SCALE:MS c�1 ScGN RP� SETTING DETAIL POST 0
V
0
1/4"RADIUS \/
(ROUND ALL CORNERS)
0---------------------
W
---------------------3" ASPHALT V'1
00 0000 °oo° -o _
21l•-0" X -c' O000°o0°0 6"— 1" MINUS GRANULAR FILL N
18" — 6" MINUS BASE GRAVEL
STANDARD CURB A
12"MAX. 12"MAX. EMBED CENTER OF 1�1
COMPACTED SUB-BASE WALL MIN 6"DROP
MIRAFI 50OX WOVEN
F x
GEOTEXTILE OR
APPROVED EQUAL
Issue Date: 0212212021
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP L MOUNTABLE CURB
(OPTIONAL)
4 CONSTRUCTION DUMPSTER DETAIL TYPICAL ASPHALT CROSS-SECTION K-,-\HANDRAIL c5mo
C5.0 SCALE:MS C5.0 SCALE:MS C5.0 SCALE:NOS
#201192