HomeMy WebLinkAboutVILLAGE AT ROHLING ROAD Map 218'-0' v SEE PLAN v 18'-0'
COMPACTED SUB —GRADE
95% M❑DIFIED PROCTOR
Note:
Pour all joints with acceptable
Bituminous Joint Filler.
9"
SEE PLAN
0' CURB AT THIS POINT
3' THICK, HOT MIX ASPHALTIC CURB TAPER AS 1/2' EXP. JOINT
SPECIFIED ON PLAN
CONCRETE WEARING SURFACE TYPE 2 DRIVEWAEXPY GRADE TO MATCH EX WALK
(TYPICAL JOINT
SLOPE VARIES
7' THICK COMPACTED
CRUSHED STONE BASE COURSE
TYPICAL SECTION PARKING LOT
1/2'
2- Nl
TYPE NO. 1 CURB AND GUTTER
POUR ALL J❑INTS WITH
ACCEPTABLE BITUMIN❑US
J❑INT FILLER,
A/..nl uTu nTn
PLAN
Place 4' nia. stools At Centerline
TYPE NO. 1 CURB AND GUTTER
of Inlet, Place Additional Stools
Equal Distance from Centerlln TOP OF C6
not to exceed 47,—\ 1/2' EXP. JT.
Note:
Use Spillout Curb on high side
of street without crown.
For dimensions not shown, refer to `Type No.1
Curb and Gutter Detail.'
9»
TYPE NO. 1 SPILLOUT CURB
Note:
Pour all joints with acceptable
Bituminous Joint Filler.
CONCRETE FLUME
1/2' EXP. JT,
w iilu LLIYU n
UNLESS NOTE
NOTED MIN, MIN,
j J
#6 @ 10' EACH WAY
FRONT ELEVATI❑N
FINISHED GRADE
(VARIES)
1/4' / FT
iT 6' EACH WAY
iNSION JOINT
vx
w
EX CONC WALK °o
a
4
a 4 a
8'THICK 3500 P,S,I, CONCRETE .
WITH 6ga.x6ga./6'x6' 4 4
a WELDED WIRE MESH
a %/ a v a
1 a.
a 4 a
4
1/2' EXP, JOINT 1/2' EXP. JOINT
DRIVEWAY TURN —OUT
SEE ENLARGED APRON DETAILS
SHEET 1 FOR PAVER INSERT ON APRON.
JJ v4&L 6' L 4'
CURB INLET STEP
_f6�_ SLOPE 1/4' PER. FT.
w
J
w
a
SECTI❑N 'A —A'
DIA. OF
STRUCTURE
WALL THICKNESS
DIA. OF
OUTLET
PIPE
4
FT.
I.D.
6'
12'
THRU
27'
5
FT.
I.D.
8'
30'
THRU
42'
6
FT.
I.D.
8'
48'
THRU
54'
8
FT.
I.D,
10'
60'
THRU
72'
CTION
GENERAL NOTES:
1. Provide steps 15' on center In curb Inlet box exceeds
4' In depth place ring and cover over steps.
2. Use double throat only where Inlets are at low point of
grade otherwise use one throat on upstream side of Inlet.
3. Reinforcing steel as shown.
4. Cut and finish all pipe flush with Inside of box,
5. Inlet throat to be beveled 45'
6. Costruct pipe so as to have a minimum of 6' clearance.
at structure.
7. For pipe diameters larger than 24' provide special detail
which shows accaurately the pipe arrangement In the structure.
8, Sub no. 6 bars and heavy ring and cover In top of ,Junction
boxes In traffic areasl,
9. Use two conc. stools If wing length Is greater then 3'-0',
CURB INLET & JUNCTION BOX DETAILS
EXPANSION JOINT
4' THICK, 3000 PSI
CONCRETE SIDEWALK
SIDEWALK AT BACK OF CURB
EX CONC WALK
Date 10-17-14
Sheet 2 of 2
Job No.