HomeMy WebLinkAboutDecision 3769 - I - Paving DetailsEXTEND BARS THROUGH JOINT AT RANDOM
LENGTHS - LAP BARS 18" MIN.
#3 BARS - 18" O.C. EACH
WAY ON CHAIRS 1/4" RADIUS �
BOTH SIDES iv
1 1/2"
a a .d a ° e
3" SAND 77
1-1/2" to 3"
5/8" MIN. 18" MIN.
�� CONSTRUCTION/CONTROL JOINT
2' ONTO
UNDISTURBED
ASPHALT PAVING SOIL
(TYPICAL)
3" SAND
SUBGRADE
#3 BARS 18-
15' MAX. ON
KEYED JOINT
- #
TANK HOLE WIDTH VARIES
SECTION THRU TANK SLAB FOR ASPHALT PAVING
ASPHALT PAVING
6"
NOTE: DO NOT PLACE SAND
OVER PEA GRAVEL
SUBGRADE
THICKENED SLAB
3/4" RADIUS
GUTTER LINE
CONCRETE RAMP ISOLATION x
JOINT N¢
�C
#3 BARS - 18" O.C. ° ° e e
ed.
EACH WAY e '
e" EXISTING CONCRETE STREET
SAWCUT
3" SAND FILL °
CONCRETE RAMP
TOOLED 3/4" RADIUS G. C. TO BACKFILL
EACH SIDE 2^ BEHIND ALL CURBS.
FIN, GRADE
ev
2-03 BARS (CONT)
#3 BARS 18" O.C.
N PROVIDE JOINTS AT
15' MAX.
"X16" CONCRETE CURB
DECORATIVE FINISH - "RAINBOW"
AGGREGATE OR APPROVED ALTERNATE
(3/8" TO 3/4" SIZE)
MIN LOPE OF SURFACE= V4" PER p'-0" j
I
7 7
3" SAND 1" TREATED REDWOOD,
CYPRESS, OR CEDAR
C EXPOSED AGGREGATE
GUTTER
#3 BARS 18" O.0 E.W. LINE J SOLATION JOINT 7 J J7
3/4" RADIUS / ASPHALT SURFACE COURSE 'R
NOTE: SET DISPENSER FRAME 1/4" ABOVE OUTSIDE EDGE
OF ISLAND FORM AND LEVEL BOTH WAYS. POUR CONCRETE
FLUSH WITH TOP OF DISPENSER BOX '' ' . < , a' :d
EXISTING CONCRETE STREET ASPHALT BASE COURSE N
—2' ONTO UN ISTURSED ` °
SOICL ELEVATION SHOWN ON ?, a o ;.a -SAWCUT zm 0I-
GRADING PLAN o LLJ v 0 w
4. 3" SAND FILL ° '°_ a Ll
c zo Qww
13' HIGH METAL
SLAND FORM " - -
SCORE JOINT SLOPE SLOPE —� Z 0 _ ~
3/8"R - 1' DEEP d, w�
ROCK BASE ) > 0-m zm 0
VARIES - SEE GRADING PLAN ow
d OMIT HAUNCH IF STREET IS
• • • • : d • ° ' d • • . . . NOT CONCRETE (TYP.) /j/j� j GEOTEXTILE FABRIC
3_
e
GRPER
AVEL /j\ \�\\\\/%\//
SUBJECT CT TO
0' 6'
FROST EFFECT)
SAND PREPARED SUBGRADE \ ��
`.• / \ DA AAD 11 INI(`Tlnkl IAIITU CT0E-C-T /�\• \/�\//�i
3" SAND
PRODUCT PIPING NOTE: DO NOT PLACE SAND
OVER PEA GRAVEL CANOPY DRAIN OR OTHER
UTILITY (TYP.)
CSECTION THRU PUMP ISLAND
3/4" RADIU
(TYP
171a
N
2' MIN.—
* MAY VARY (SEE
GRADING PLAN)
(2)#3 BAR (CONT)
#3 BAR 18' O. C.
D I r-WAYBON CHARS O.C. EACH
—J JMIVV
��INTEGRAL CURB
3/4' RADIUS
FIN. GRADE
(3) 43 BAR (CONT)
MATCH EXISTING CURB SHAPE
6-
114' RADIUS
h'
e e
J e
d a .
d a
° e
a e .e d° a ..
ty '
66
3" SAND
CURB AND GUTTER AT STREET
ISOLATION JOINT
SAWCUT
EXISTIING
NCRECOSTREE
#3 BAR 18' 0. C.
3/4" RAD.
(TYP) 6"L '-4" 2'-6' MINIMUM
4" RADIUS 0
FIN. GRADE (TYP.) • _ #3 BAR - 18" O.C. RTPP) 1/2' (TYP)
It N CONCRETE (TYP.)
° d co
as
=e 'e °. a° d ..
N .e e1 a am' e . •l. d
(3) #3 BAR (CONT) L(D
° Q ASPHALT PAVING °d -e e e e
tl • (L. e ° e
3" SAND #3 BARS - 18" O.C. 3` SAND
EACH WAY
CURB AND GUTTER ��� CONCRETE VALLEY GUTTER
3" SAND
GEOTEXTILE FABRIC
7
FILL MATERIAL -
ASPHALT (TYP.)
ASPHALT SECTION
\ 12" 3^2. .
TYP. SAND
GEOTEXTILE
FABRIC 0
TRENCH TANKHOLE
FILTER FABRIC INSTALLATION FOR UNSTABLE SOIL
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#4 BARS - 18" O.C.
13 BARS -
18" O.C. EACH
WAY ON CHAIRS
I
N
EXISTING CONCRETE NEW
CONCRETE
e
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A e
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•.
3" SAND
5" MIN.
18" MIN.
DOWELING
CONCRETE PATCHES
INTO EXISTING
CONCRETE
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