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Diagram 3: Bicycle Parking Location and Design (top view).
Article 6: Development standards Page5�37
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BICYCLE PARKING DETAIL
NOT To SCALE C6
CONTRACTOR TO VERIFY THE MIN.
DEPTH OF THE SURFACE COURSE
.5" HOT ASPHALTIC CONC.
URFACE COURSE
TAC COAT
L5" HOT ASPHALTIC GONG.
31NOER COURSE
0 STONE BASE
ED. WELL DRAINED
IE
LIGHT DUTY ASPHALT PAVEMENT SECTION 2
NOT TO SCALE C6
3 4' . 8" EXPANSION
JOINT SEALANT —
NOT THIS JOINT TO BE USED AT
ALL INTERSECTIONS AND ENDS OF DAILY 'POURS'
EXPANSION CAP MAXIMUM SPACING SHALL BE 240'
% %J %.,�%
v r I
I' ' SMOOTH DOWEL 1 -6" LONG O
1'-0" o.c. - GREASE HALF OF DOWEL
OR USE CUT-BAK ASPHALT
EXPANSION JOINT DETAIL a
RELEASED FOR CONSTRUCTION ce
Subject to compliance wall regulations
of State and local Codes
City
OF Cam�e�l
�VT�Vt�D*VAWML
DATE: 09/24/19
JOINT SEALANT
REINFORCING 1
/4'�
MESH
D/3
EO
x x x x —x D
p E0
CONTROL JOINT DETAIL a
NOT TO SCALE C6
6a6-10/10 W.W.F. CONTROL JOINT Di
4" CONC. SLAB WITH
BROOM FINISH 6"
ASPHALT PAVEMENT
4' GRANULAR FILL J I of
x
CONTRACTOR MAY SUB- I ry
STRUTS 'NYLON' FIBER
REINFORCING MIX DESIGN
TO BE FORWARDED i0
ENGINEER FOR APPROVAL
CONCRETE WALK/STOOP/PATIO DETAIL
NOT TO SCALE
NOTES:
NOTE; THIS JOINT TO BE
SPACED AT A MAXIMUM OF
15-0" GRID
3/4' R.
I. TRANSVERSE JOINTS SHALL BE CUT WON A JOINTER HAVING A RADIUS OF 1/4' AT 61 SPACING AND
48'-0" BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY)
2. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS.
3. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE
FILLED WITH SUITABLE MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO
EXCEED 6'.
4. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS
SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY d4 DEFORMED RE -BAR AT 3'-0" o.c. IF NO CONCRETE
PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHALL BE
PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100. CONTRACTION JOINTS
SHALL BE PLACED AT 20' ox.
OVERFLOW
VELCRO
CWSURE
DANDY BAG
LIFTING
STRAPS
INSTALLATION:
STORM DANDY BAGS
SEWER
GRATE
DANDY CURB BAG' ,®ANNW,
OVERFLOW
GAP
\ CURB AND GUTTER
INLET
"®A®®ir•
CURB OR APPROVED
FILTER EQUAL
PROFILE WITH GUTTER
I SAFETY AND CURB
APPEAL
L PLACE THE EMPTY CANDY CURB BAGI UNIT OVER THE GRATE AS THE GRATE STANDS ON END. 2. FOR OIL AND SEDIMENT
MODEL: TO INSTALL OR REPLACE ABSORBENT, PLACE ABSORBENT PILLOW IN MUCH. ON THE BOTTOM (BELOW -GRADE SIDE)
CL THE UNIT.
3, TUCK THE ENCLOSURE FEAR INSIDE TO COMPLETELY ENCLOSE THE GRATE.
4. HOLDING THE LIFTING DEVICES. BEING CAREFUL NOT TO DAMAGE THE SEWN FABRIC UNIT, INSERT THE GRATE INTO ITS
PRIME, STREET SIDE EDGE FIRST, THEN LOWER BACK EWE WITH CYLINDRICAL TUBE INTO PLACE. THE CYONDnCAL TUBE
SHOULD BE PARTIALLY BLOCKING THE CURB FROOD OPENING WHEN INSTALLED PROPERLY.
MNNTENWCE:
I. THE CONTRACTOR SKILL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND NCINIIY OF UNIT AFTER
EACH RAIN EVENT OR AS DIRECTED BY ENONEER/INSPECTOR. DISPOSE OF UNIT NO LONGER IN USE AT AN APPROPRIATE
RECYCLING OR SOLID WASTE FACILITY.
B. FOR OIL AND SEDIMENT MODEL: REMOVE AND REPLACE ABSORBENT WHEN NEAR SATVRAaON.
TEMPORARY DANDY CURB BAG DETAIL TO SCALE e
ce SITE DETAILS
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DRAWN BY: TEN
CHECKED BY: ALD
PROJECT No.
1805-008
SHEET No.
C6