HomeMy WebLinkAboutTAC Submittal pg. 05 Site DetailsSEE GRADING
PLAN
FINISHED GRADE
COMPACTED BACKFILL
VERSA -LOK CAP UNIT
3WHx14 "Wx12 "D
INSTALL PER MANUF'S.
SPECS.
VERSA -LOK MOSAIC
PATTERN UNITS
INSTALL PER MANUF'S.
SPECS.
TOOLED CONTROL JTS.
1/8" WIDE, MIN.
1-1/8" DEPTH
APPLIED ANTI SPALLING
COMPOUND
1 /2" PREFORMED EXPANSION
JOINT WSELF- LEVELING
SEALANT IN TOP 1/2"
2" TOOL JOINT
EXPANSION JOINT
APPLIED ANTI SPALLING
COMPOUND
1" SAND LEVELING COURSE
2" TOOL JOINT
12" MIN.
DRAINAGE STONE
2 4" CONCRETE SLAB DETAIL
HEAVY DUTY
VARIES MANUFACTURES SPECIFICATIONS
24"x1/2" DIA. SMOOTH BAR
@18 "O.C. GREASE AND
DOWELL CAP W /BARSTOP
BOTH ENDS
GEOGRID WALL
REINFORCEMENT
SEE MANUFACTURERS
SPECIFICATIONS
REFER TO SITE LAYOUT AND
GRADING PLANS FOR EXACT
LOCATION AND LAYOUT
OF RETAINING WALLS.
4" DIA. PERF. DRAINAGE TUBING TO DAYLIGHT.
SAWCUT AND GROUT UNITS FOR PIPING AND DRAINAGE STRUCTURES
RETAINING WALL
4" CONC, SLAB W /6X6 10/10
W,W,F, W /BROOM FINISH, CONTROL
JTS, 10' -0" 0.0. MAX, EXP,
JTS, 40' -0" 0,0, MAX,
SEE DETAIL
NOTE: CONTROL JTS.
EXPANSION JTS, SPACING
MAY VARY, THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
EITHER INDICATED OR IMPLIED,
6" CONC, SLAB W/2 LAYERS OF
6X6 6/6 W.W.F. W /BROOM FINISH,
CONTROL JTS. 12'-0" O.C. MAX.
EXP. JTS. 40'-0" 0.0. MAX,
SEE DETAIL
NOTE: CONTROL JTS.
EXPANSION JTS, SPACING
MAY VARY, THE DIMENSIONS
ABOVE ARE MAXIMUM, SEE
ediggl I- I 1I�I- III -111- III- 111�111� PLANS FOR ANY VARIATIONS
111 111 1111 111 11 I III 11 11
11-- 111 111 111= 111 111 -111 111 111 1 1 1 1 i 1 111„111 111 1 I� EITHER INDICATED OR IMPLIED.
,111 =1 11-
6" CONCRETE SLAB DETAIL
LIGHT BROOM FINISH TYPICAL
UNLESS NOTED OTHERWISE
4" TOOL JOINT
CONTROL JOINT EDGE CONDITION
4 TYPICAL CONCRETE JOINT DETAILS
TACK COAT
PRIME COAT
1 1/2" SURFACE COURSE
3 1/2" BINDER COURSE
8" COMPACTED STONE BASE
ASPHALT PAVING
COMPACTED BACKFILL
2" TOOL JOINT
1/2"R. ROLL EDGE
6" WASHED RIVER GRAVEL
IN AREAS WHERE NEW R.O.W. PAVEMENT
ABUTTS EXISTING PAVEMENT, MILL DOWN
EXISTING PAVEMENT 1 1/2" DEEP BY 6' WIDE
AND RESURFACE
COMPACTED WELL
1�• I DRAINED SUBSOIL
II- III III -III
111 -111-1 I F4111
6 NEW PAVING EXISTING PVMT.
CLASS -A (O.
CONCRET
>1..
f /I /r
TOP SOIL
FILTER FABRIC
Ar Av
•n
5 "X5" X 1/2" WALL THICKNESS CONC.
FILLED SQ. STEEL POST
2 "X2 "X3/16" STEEL GATE FRAME
RICHARDS WILCOX INDUSTRIAL STRAP HINGE
434- FW -BB- 1/2"X4 "X24" AND j434 -P926 HINGE BACKPLATE
WELD HINGE TO STEEL BLOCKING AND POST AND BOLT TO GATE.
2 1/2"± GAP
A SERVICE YARD GATES
PLACE 1/2" BIT. EXP. JT.
MAX. 30 O.C. IN CURB AND
CONTROL JTS. 10' O.C. MAX.
1
6X6 PRESSURE
TREATED
FENCE POST
FINISHED GRADE
INSTALL ASPHALT LEVELING COURSE
AND PROTECTIVE MEMBRANE "PETROMAT"
SYSTEM PER MANUFACTURERS SPECS,
MANUFACTURED BY BP AMOCO FABRICS
AND FIBERS COMP.
1 -1/2" SURF.
COURSE
1 "X 6" TREATED SIDING ATTACHED TO
2X4 RAIL WITH GALV. DECK SCREWS
6' CENTER TO CENTER POSTS
(MAXIMUM)
2x6 TREATED CAP (SLOPE 1/4
1x4 TREATED TRIM BOARD
OPENINGS ARE TO BE
EQUAL(2 1/2"±)
l V11
COMPACTED SUBGRADE
OR AGGREGATE BASE
CONCRETE ROLL CURB
0 0 0 0
9 GATE POST DETAIL
III III III III III -I I r 1 1
111 -1 11 -m=i i i =mai.
I I I -I I I- 111 111 I
I I I-I I I I (I. aI -I
111 =111 II :II
I GALVANIZED I6d NAIL I
III —III .I I I-
I I I I IS 1_ I I III -1 NOTE: ALL EXPOSED W000 TO -r- I I I f I I-
—I I BE STAINED.COLOR TO BE I I
SELECTED BY ARCHITECT. ALL
COMPONANTS TO BE ATTACHED
WITH GALVANIZED, COATED
DECK SCREWS.
NEW PAVING
COMP, AGGREGATE BASE
2X4
PRESSURE
TREATED
RAIL.
TOP,
BOTTOM,
MIDDLE
2 I /2 "t GAP
10 WOOD FENCE DETAIL
6" CURB
NTS
1X4 PRESSURE
TREATED TRIM
BOARDS TOP
BOTTOM
1x4 PRESSURE
TREATED TRIM
W/ 1/2"
CHAMFER
BACK OF 1x6(STAINED)
2x-1 PRESSURE TREATED RAIL
2x6 PRESSURE TREA
2x6 PRESSURE TREA
1x6 TREATED
—SLOPE TOP OF CONCRETE FOOTING
1x6 TREATED
2x4 TREATED RAIL
1x4 TREATED
(1/2" CHAMFER)
FINISHED GRADE
NSET 2x4 RAIL
INTO 6x6
POST DETAIL
16d NAILS
BOTTOM RAIL DETAIL
RAMP TO HAVE DETECTABLE
WARNING SURFACE ON LOWER 2'
OF RAMP, SEE DETAIL 12 G4,1
4" OR
SEE PLAN
6" COMP. SUB -BASE
#5 BAR CONTINUOUS
2x4 TREATED RAI
1x6 TREATE
TRUNCATED DOME
SURFACE PATTERN
EXIST.
WALK
CAP DETAIL
NTS
ACCESSIBLE RAMP
NTS
TRUNCATED DOME DETAIL
NEW
WALK
6X6 TREATED POST BEYOND
SEE pL AN
1 •R
12 DETECTABLE WARNING SURFACE
6X6 W2.9 X W2.9
13 NEW WALK TO EXIST.WALK
ALL COLDPATCH WEDGES ADJACENT TO EXISTING
CONCRETE SURFACES TO BE REMOVED DURING
PHASE 2 FINAL PAVING
c
SURFACE COURSE
BINDER
COURSE
SEE PLAN
ASPHALT BASE
COMPACTED STONE BASE
14 CONCRETE SLAB ASPHALT PVMT.
N.T.S.
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