HomeMy WebLinkAboutC1.2 DETAILS_05-10-19 SIDEWALK WIDTH PER PLAN
2-STEEL STAPLE
BICYCLE RACKS 3'
2%SLOPE GALVANIZED TUBING 3' 2 3/8'
`4'THICK P.C.0 SIDEWALK
ONCRETE WALK
MIN.3"OF 1"CRUSHED AGGREGATE BASE ip^
Sheet 3 of 3
COMPACTED SUB-GRADE COMPACTED SOIL 4^
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NOTE: 10. 10. m I� m
1. ONE RACK HAS THE CAPACITY TO HOLD 2 BIKES.
2. MAINTAIN 3'SPACING BETWEEN RACKS
NOTES: I TYPICAL BICYCLE RACK E a
` 1
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" C1.2
MIN. SCALE:
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND m o g
BUILDINGS AT 2%.
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3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. °' -
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4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 20'-0" c a
INTERVALS, EXPANSION JOINTS AT 20' INTERVALS. W o
TYPICAL SIDEWALK CROSS-SECTION
C1.2 SCALE:NTS e �
1/4°BELOW TOP OF
NEW PAVEMENT SURFACE
HEAVY DUTY MONUMENT BOX,SIMILAR TO CARD ENG.NO.50608-1
STREET PAVING&GRAVEL AS REQUIRED
SEAL JOINT WITH RAM-NEK
B"X 3'ROUND CONCRETE SLAB
•SUP HUB TO W
FROST THREADED ADAPTOR
EXPANSION A
SLEEVE THREADED PLUG
CLEANOUT PIPE NON SHRINK
�BACKFlLL
3'-0"MIN. 45' _ ..
1/8 BEND
END OF
TRENCH
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PIPE SIZE PER PLAN z
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END OF LINE EA O
IF REQUIRED USS PLUG E PLUG 30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP
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3 SANITARY AND STORM SEWER CLEANOUT 4 CONSTRUCTION DUMPSTER DETAIL A O
SANITARY
NTSNTS C1.2 SCALE:NTS r� 0
MCI 301 FRAME PROFILE VIEW W
NOTES. WITH D7 GRATE hfr+y
1. ALL COMPONENTS MANUFACTURED ADJUSTING RINGS
PER ASTM C 478. w 0
2. ALL DRYWELLS MUST BE
EQUIPPED WITH A LOCKABLE LID.
3. GRAVEL BEDDING EXTENEDED TO
MEET WELL DRAINING NATIVE
MATERIAL 24x48x4'—O"
CONE SECTION /�� z c)
PLAN VIEW 7 0
WASHED GRAVEL p rr//��
MIN. A 1v-11 U
C ROSS-SLOE
2% MAX
N 0.,4' MIN.8" I.D. 6 PVC IN x LfTwll
48" I.D. Q _ ® LEVEL LANDING
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5 3 DETECTABLE
WARNING SURFACE
(24" x WIDTH OF
CURB RAMP)
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GUTTER
48" I.D. SLOTTED BARREL SECTION 3 Issue Date:511012019
ROWS OF SLOTS LOCATED 0 90'
64" O.D. x 36" I.D. RING FOOTING z a o_
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o�?LL
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s EXISTING DRYWELL DETAIL HANDICAPPED ACCESSIBLE RAMP Clm2
Ci. NzS C1.2 SCALE:NTS
#190122