HomeMy WebLinkAboutC3.0 Details 05-14-2019 24'
9'
-1•MINUS GRANUux Bu 2' S.4'(0.45')
TOPSOIL 3/q•TO PER
,s -s•MINUS BASE GRAVEL (7YP) R 1'SLOPE
coMPACTEo suB-BASE �9
CRUSHED GRAVEL
BASE-3"MIN.
+ TYPICAL ASPHALT CROSS-SECTION SUBBASQUIREDSE sheet 4 of s
SCALE:NTS
COMPACTED SUBGRADE
2%SLOPE AWAY FROM BONDING
e THK:K P.G.o SIDGRATX 3/4' 3/4'PER 1 2'PER 1
U
E LOPE °
" SLOPE C m
rMIN,3.OF 1•CRUSHED AGGREGATE BASE m
COMPACTED SUB-GRADE T W
DROP CURB SPILL CURB j c o L
NOTES; L E a
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS'
1996 ED.) a
2. CONTRACTION JOINTS SHALL BE PLACED AT 10•INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J'AND MINIMUM U) m
NOTES: WIDTH OF
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 DO
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND ❑ M
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CRY ENGINEER OR HIS
3. BUILDINGS AT 2%.CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. a `m
4. CONCRETE SHALL BE CLASS M-4000.
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' L
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
AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. N t
C a
(a)SIDEWALK CROSS-SECTION 3 CONCRETE CURB & GUTTER a DETAIL NOT USED (2)DETAIL NOT USED rn o a
SCALE:HIS SCALE:NTS C.O.B.STD.DWG.NO.02528-1 SCALE:TUTS SCALE:TUTS W
8
s
8
CROWN ASPHALT AT 3%,
TO FACILITATE DRAINAGE
16'WIDTH Q2.
DETAIL NOT USED
COMPACTED TOPSOIL rvcRETE wux
SCALE:NTS
_ ------ 3•----T
MINUS GRANUW2 FILL AS NEEDED BASE GRAVEL NOTES: lii ,",=i, I JI�,�•�
1. ONE"U"RACK HAS CAPACITY TO HOLD 2 BIKES.
2. MAINTAIN 24"-30"SPACING BETWEEN"U"RACKS.
12"0x18'DEEP HOLE --- EXISTING coMPACTED.-BASE 3. MAINTAIN 24'FROM ANY PARALLEL WALL OR OBJECT.
FILLED WITH CONCRETE 4. MAINTAIN 54"FROM ANY PERPENDICULAR WALL OR OBJECT.
6 SIGN POST SETTING DETAIL B DETAIL NOT USED 2 A Y P VE N E L PI L E C
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS TIr�w�T
4-INCH IRON DRAIN GROUND SURFACE 1- 12• `T
1X4 CEDAR 12-R ICI
3/4" HORIZONTAL SLATS yi�•'T�I
RBslswr€® 6
PARNIdO PAM(Rd R O O y TrEITAFyl
It, FLAB
G®�v3a�u
5, HORIZONTAL
-CEDAR r IL rl
CARS HORIZONTAL SLATS --
®MaN 11
VAN ACCESSIBLE 6'PERFORATED PVC 9• 1 �...ESS CURB CURB O THIS I•+T•!1 II��OT`T`
PFRMi REOCIRED PIPE 10"R 'J
2"x2"x1 8"SQUARE FI0°Fl"E OP
z•xz•x,/e•souARE - 6X6 CEDAR POSTS
GALVANIZED STEEL OOLUu+IZED STEEL TUBE SET 4.0 FEET �O 3y/l
TUBE SET IN 18'OF N 8.OF CONCRETE(IYP.)
CONCRETE(TYP.) _ O CRUSHED GRAVEL
GRADE BASE 3'MIN
6'CRUSHED GRAVEL .. Oo 000o 0000000000
- O � SUB-BASE GORSE
_ AS REQUIRED 'lr
�jy / ��
NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT GEOTEXTILE FILTER /\
FABRIC \\\\\\\\\\\/\\j\\j ,• \ POURED IN PLACE COMPACTED weGRADE
TO BE OBSCURED BY A VEHICLE PARKED IN THE �, // // /////// Lj / NmES,
SPACE. \y\\\y\\\i\ / CONCRETE FOOTING, 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 022W(M.P.W.SPECS..1996 ED.)
//�//�//�// // 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4•AND J
/\j\//\\/ �\ WATER PROOF POST MINIMUM WIDTH OF 1/6•.
5.0 FEET \/ \/\�\\/\ \ EXPOSED TO MOISTURE 3. 1/2•EXPANSION JOINT MATERML SHALL BE PLACED AT ALL P.C.S.P.T.S,CURB RETURNS AND AT NOT MORE THAN
\ /�\l�\�/�\��\�// • .-•/// 300 INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. AyOAAA�A
4. NO CURB AND GUTTER SHAH BE PLACED WRHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS 1�
REPRESENTATIVE.
\\y\/ /y 5. CONCRETE SHALL BE CUSS M-4000. rT
,Q PARKING SIGN DETAIL (HANDICAPPED AND COMPACT) „ LANDSCAPE DRYWELL �/i /i\\ 6. CRUSHED GRAVEL E BASE ASS L MEET THE REQUIREMENTS Of SECTION 02235(MPW SPECS,1996 ED.) OR CURB +y
AND GUTTER REPLACEMENT PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL WE. _` O
SCALE:HIS SCALE:NTS (�VrJj
,q FENCE DETAIL ,5 ROLLOVER CURB
SCALE:NTS SCALE:NTS
20' 0" 0 •.. rT
Issue Date:511412019
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
„ CONSTRUCTION DUMPSTER DETAIL (2)DETAIL NOT USED C3m0
SCALE:NTS SCALE:NTS
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