HomeMy WebLinkAboutMisc. Details 031924STANDARD STATEAPPROVED
HANDICAPPED SIGNAGE INSTALLED
DNA METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
`PROVIDEADDITIONAL SIGNAGE
BELOW THE HANDICAPPED SIGN AS
REQUIRED PER REGULATIONS.
SOL TSIGNS TO GAL VANIZED
METAL PIPE COLUMN
2
II
g
6"DIAMETER CONCRETE FILLED
STEEL PIPE BOLLARD, PAINTED
0
o
YELLOW
a
II
CONCRETE SURROUND
AROUND PIPE COLUMN
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III
—
—,
Lj
MIN,
HANDICAP SIGN DETAIL
6"DIAMETER CONCRETE FILLED
STEEL PIPE BOLLARD, PAINTED
YELLOW
CONCRETESURROUND
AROUND PIPE COLUMN
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BOLLARD DETAIL
* NOTES
1. PORTLAND CEMENT CONCRETE 3000 PSL MIN.
2, USE W7.4 X W1.4 (6" X 6') WWF SHEET REINFORCEMENT
CUT j THE WIRES AT CONTROL JOINTS.
J. CONCRETE TO CONTAIN 3-57 AIR ENTRAINMENT.
4. FINISH TO BE BROOM FINISH.
5. 5'-0" MAX. DISTANCE BETWEEN CONTROL JOINTS. (SEE DETAIL THIS SHEET)
4" THICK
CONCRETE SWALE.
Wl.4XW7.4(6"X6)WWF
RAIL/FENCE
TW—TOP OF WALL
RETAINING WALL DESIGN AND
SPECIFICATIONS BY OTHER.
RE: SITE PLAN FOR SPECIFIED WIDTH
EJ z
EXPANSION 4
r _
JOINT z ;t
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CJ W
z
Q
JOINTROL w TYPICAL CONTROL JOINT (CJ)
LJ; " '_ w 1/2"
W SELF LEVELING SEALANT
w
-- W
DO
CJ W
z
(n
p 1/2" EXPANSION JOINT
_ MATERIAL W/
EXPANSION—'- REMOVABLE PLASTIC
JOINT o CAP FOR SEALANT FILL
o TYPICAL EXPANSION JOINT (EJ)
PLAN
NOTE:
PROVIDE 1/2" EXPANSION JOINT
AND SEALANT AS NOTED AND
WHERE SIDEWALK ABUTS
STRUCTURES OR OTHER
SIDEWALKS.
CONC. WALK/CONCRETE SWALE CONTROL JOINT DETAILS
NTS
BW—BOTTOM OF WALL
FINISH GRADE
TOP OF WALL FOOTING TO BE
6" MIN BELOW FINISH GRADE
(BW) AT WALL TOE. REFER TO
GRADING PLAN. } PREPARED SUBGRADE COMPACT TO 957
L STANDARD PROCTOR ASTM D698
(UNLESS OTHERWISE SPECIFIED) Use
Here
RETAINING WALL & CONCRETE SWALE DETAIL
N. T. S.
El
VARIES (SEE PLANS)
CROSS SLOPE (27 MAX.)
PREPARED SUBGRADE COMPACT TO 957 \--W7.4 X W1.4 (6" X 60) WWF
STANDARD PROCTOR ASTM D698
(UNLESS OTHERWISE SPECIFIED)
* NOTES:
1. PORTLAND CEMENT CONCRETE 3000 PSI. MIN.
2. USE W1.4 X W7.4 (6" X 6) WWF SHEET REINFORCEMENT.
CUT � THE WIRES AT CONTROL JOINTS.
J. CONCRETE TO CONTAIN 3-57 AIR ENTRAINMENT.
4. FINISH TO BE BROOM FINISH.
5. DETECTABLE WARNING DEVICES TO BE INSTALLED AT
RAMPS PER ADA REQUIREMENTS.
6. MAX CROSS SLOPE 27. MAX LONGITUDINAL SLOPE 1: 12.
7. CONTROL JOINTS PER CONC. WALK CONTROL JOINT DETAIL.
CONCRETE SIDEWALK SPECIFICATIONS
NTS
40' R. ( NORMAL) 40' R. ( NORMAL I
NOTE'
REFER TO PLAN SHEETS \:\0\09—
FOR WIDTH OF COUNTY ROAD.
- - - CONSTRUCTION LIMITS
DETAIL FOR COUNTY ROAD TURNOUTS
OPEN SHOULDER SECTION
CONC. COMB. / GUTTER
CURB W GUTTER LINE
(TYPE A)
VARIABLE RADIUS
SEE PLANS)
d/
NOTE. TURNOUTS SHALL BE MODIFIED
WHERE NECESSARY TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGI PEER.
®ACHM SURFACE COURSE 11/2' )
(220 LBS. PER SQ. YO.) AND
AGGREGATE BASE COURSE (CLASS 7)
7- COMP. DEPTH, UNLESS OTHERWISE
SPECIFIED IN PLANS.
VARIABLE RADIUS
(SEE PLANS)
D
NOTE,
PAVEMENT STRUCTURE FOR STATE HIGHWAYS. CITY STREETS.
M COUNTY ROADS TO BE SAME AS MAIN LANES.
DETAIL OF TURNOUTS, ASPHALT STREETS,
COUNTY ROADS & STATE HIGHWAYS
CURB & GUTTER SECTION
0
3 20' R. [ NC
PROPOSED R/W OR TIE
TO EXISTING DRIVEWAY,
WHICHEVER IS FURTHER.
DETAIL FOR DRIVEWAY TURNOUTS
OPEN SHOULDER SECTION
(ARTERIALS)
NOTE$ TURNOUTS AND PRIVATE DRIVES
SHALL BE MODIFIED WHERE NECESSARY
TO MEET LOCAL CONDITIONS AS DIRECTED
BY THE ENGINEER.
®ACHM SURFACE COURSE 11/2-1
(220 LBS. PER SQ. YD.) AND
AGGREGATE BASE COURSE (CLASS 7)
7' COMP. DEPTH IF ASPHALT OR
GRAVEL DRIVE EXISTING, OR 6'
CONCRETE IF CONCRETE DRIVE
EXISTING.
CIF SHLOR.
NOTE. TURNOUTS AND PRIVATE DRIVES
SHALL BE MODIFIED WHERE NECESSARY
TO MEET LOCAL CONDITIONS AS DIRECTED
BY THE ENGINEER.
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---- I_-- CONSTRUCTION LIMITS
ASPHALT CONCRETE HOT MIX SURFACE
COURSE (220 LBS. PER SQ. YD. )
AGGREGATE BASE COURSE (CLASS 7)
7' COMP. DEPTH IF ASPHALT DRIVE EXIST OR
6' CONCRETE IF CONCRETE DRIVE EXIST. 0
BASE
(CL
® 90 EXMGSTENGPTH OR ON ORM ]I
DETAIL FOR DRIVEWAY TURNOUTS
(COLLECTORS)
6
100