HomeMy WebLinkAboutC4.0 Details 10-01-2019 24'
9'
-1•MINUS GRANULAR Ru 2' S.4'(0.45')
TOPSOIL 3/q•TO PER
-US ESE GRAVEL �P) R 1'SLOPE
coMPACTEo suB—BasE �9
S SLOPE
CRUSHED GRAVEL HLIDEWALOIMIN. FOR HANDICAPPEDPARKINGDETECTABLE WARNING SURFACE
BASE—3"MIN. SPACES AND LOADING ZONES (24"x WIDTH A RAMP)
ETYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE sheet 5 0
SCALE:NTS AS REQUIRED r 1�48 f 7
COMPACTED SUBGRADE 4'MIN. 0� MAx i"STEEL EDGING.FLUSH
2%SLOPE AWAY FROM BUIUDIND
m WITH SIDEWALK ELEV.FL
e—K P.C.O SIDEVIAUC 3/4" 3/4"PER , 2'PER 1' LEVEL LANDING BEFORE DROP FOR RAMP.
U m E
" LOPE SLOPE C
3'OF 1'CRUSHED AGGREGATE BASE DETECTABLE
WARNING SURFACE
COMPACTED SUB-GRADE DROP CURB �P,., (24"K WIDTH OF
SPILL CURB NOTES; CURB RAMP) a t
E
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) ] m x
NOTE 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J"AND MINIMUM
S:1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" WIDTH OF 1". GUTTER r o
MIN. 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.T CURB RETURNS AND AT NOT MORE THAN 300'
INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THEHE FULL DEPTH OF THE CURB AND GUTTER. f0
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS
BUILDINGS AT 2%. O7 m�
3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. '�aa C 'a umi m
4. CONCRETE SHALL BE CLASS M-4000. 3
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' o .(D d"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 r 4 N
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. 3o N t
(a)SIDEWALK CROSS-SECTION C s m
3 CONCRETE CURB & GUTTER a HANDICAPPED ACCESSIBLE RAMP 5 HANDICAPPED ACCESSIBLE RAMP �g a
SCALE:NTS SCALE:NTS C.O.B.STD.DWG.NO.02528-1 SCALE:NTS SCALE:HIS W
8
8 V
FINISH GRADE TO BE SODDED OR PLANTED 8 �
—E} iii t� ���III
4N:iV I 4N:1V MAX
0.5,APPROX.
- �II 111 I II I 1 11 111
STORM SWALE DETAIL roasolL
COMPACTED TOPSOIL
SCALE:NTS
A
12"0x18"DEEP HOLE ---
FILLED WITH CONCRETE
6 SIGN POST SETTING DETAIL B DETAIL NOT USED 9 DETAIL NOT USED ,D DETAIL NOT USED
SCALE:NTS SCALE:NITS SCALE:NTS SCALE:NTS
NDD�NN�® z
PBRNIdO FANK649 00
L2!.B') 12.IB'-g ® ' FOG I
®CARS
CARS
*HLV
VAN ACCESSIBLE
AM
PFRMT%.DE'RED
2"x2"x1/8"SQUARE HDD R"E 2.2'.1/8'SQUARE
GALVANIZED STEEL CvYARI2ED STEEL TUBE SET
TUBEBE SET IN 18'OF ;
N B'OF CONCRETE GYP.)
CONCRETE(TYP.)
NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT
TO BE OBSCURED BY A VEHICLE PARKED IN THE
SPACE.
0
(2)PARKING SIGN DETAIL (HANDICAPPED AND COMPACT) 2 DETAIL NOT USED rl
SCALE:NTS SCALE:NTS
,4 DETAIL NOT USED 5 DETAIL NOT USED
SCALE:NTS SCALE:NTS r V
20.-0.. 0
i
Issue Date:101112019
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
(2)CONSTRUCTION DUMPSTER DETAIL ,6 DETAIL NOT USED C4mO
SCALE:NTS SCALE:NTS
#190360