HomeMy WebLinkAbout05040009.1Q
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36" or per
local code .
10' -0" maximum
Center of post
Post Ball #120
The Lawler Line
Post (3" sq. tube,
12 gauge)
Finial #671 -AF The
Lawler Line
1 -500- 624 -9512
Top rails (1-1/
channel) 14 gal
typ.
Picket 3/4" sq.
tube (16 gauge)
space equally
and plug. Spot
weld to 1 -1/2 ".
Bottom rail (1 -'
hannel) 14 gauc
y
Metal picket is to extend
2" below bottom rail as
shown. Picket may be
field cut to permit grade
change.
Support post (1 -1/2" sq. post)
place square with bottom spaced
mid -way between line posts
J/" VIU. of UYGI
Base
I f ETAS P C<ET FENCE
Not to scale
Note:
Provide removable picket panel in
each length of fence for
maintenance access (min 48"
panel). Provide shop drawings for
Landscape Architects approval prior
to installation.
CONCRETE BASE W/ NIAXHIA WWF SET MIDWAY
CONCRETE UNIT PAVERS
CONCAVE MORTAR BED
CONCRETE UNIT PAVERS, SEE DETAIL 7
- AND FINISH SCHEDULE
� f
COMPACTED CRUSHED AGGREGATE BASE
COMPACTED 5UBGRADE
PAVER STEP IIA11 DETA
2 Not to scale
EXISTING BLDG
ATTACH TOP AND BOTTOM
_ RAIL TO BLDG W/ 314"
ANGLE BRACKET
- -.__'- SPOT WELD (TYP)
WOOD SCREW
BLDG/ FENCE CONNECTION
112' EXPANSION JOINT -- ,
SMOOTH DOWEL, 12" O.G
�c
m�
oc
12 "--1
1 -1/4 2 POST
1-114" O.D. HANDRAIL
11/2„ ON 3/4" BENT PLATE
ROD @ STAIRS ONLY,
WELD IN PLACE
HANDRAIL DETAIL
#3 REBAR IN EACH
STEP NOSING -- h
TYPICAL STEP NOSING DETAIL
HANDRAIL, SEE DETAIL
FINISH TO MATCH PICKET FENCE
METAL POSTS (2" SQ. TUBE, 14 GAUGE),
SEE FINISH SCHEDULE
UNIT PAVER, SEE FINISH SCHEDULE
3/411 CONCAVE MORTAR BED
' GROUT FILLED, CAULK TOP 1" (TYP.)
12' CONCRETE UNIT PAVERS, SEE DETAIL
1 AND FINISH SCHEDULE
—
#4 REBAR 12' O.C. B.W.
COMPACTED CRUSHED AGGREGATE BASE
CONCRETE FOOTING TO FROST DEPTH
o11211 COMPACTED SUBGRADE
PAVER STEP llSll DETA L.
3 Not to scale-
PICKETS, RAILS AND CAPS TO MATCH FENCE (TYP.) ZAA+ oLwNttN�.x
Varies, See Plans
INl H 0 MATCH FENCE POST SEE DETAIL - -- -
METAL POST 2 SQ, TUBE F 5 T
�— AT RIGHT rl CONCRETE BASE W1 WIAXW14 WWF
l
SET MIDWAY, THICKENED EDGE
GROUT FILLED 1
onvlo ono IV?) t ATTI/'C `- - -- r -i � � � �� 1 � —� I h - i- 1
s
�� -- BLDG COLUMN
L1211.
L
4- 24 "-I
CONCRETE FOOTER W/ tt4 BENT
REBAR, 12" O.C. B.W.
PAVER STOOP DETA I L.
5 Not to scale
t I
BRACKET (TYP.) -- - - -
I12" MITER ' I �
Plastic paver edging along paver
Lualk (refer to plans for concrete
edge locations).
Compacted Sub-grade
G" Crushed aggregate base
(compacted)
1 -112" clean concrete sand
(mason sand is not permitted)
Concrete unit paver - see
finish schedule for pattern
and blend
Note: all work shall comply
with the manufacturers
Specifications.
CONCRETE UN T PAVERS
7 Not to scale
NOTES:
1. ALL FASTENERS SHALL BE
GALVANIZED SCREWS OR TWIST NAILS.
2. ALL TRIM SHALL BE ROUGH SAWN
CEDAR SMOOTH 51DE OUT UNLESS
OTHERWISE NOTED.
3. ALL PRESSURE TREATED (PT) WOOD
SHALL BE TREATED .40LB /SF.
PERGOLA DETAIL.
Not to scale
TURF
NDS TUFFTRACK PAVER
MODEL #TT -24
1- 800 -726 - 1994
PLANTING BASE
GRASS ROOT
ESTABLISHMENT AREA
EXISTING SUB -BASE
�I 1
�011
, I;
� I I lily �rl r
a TURFGR D DE-'A L.
Not to scale
SOD LEVEL
GRADE 1 /8 "R -
Existing pavement
3/4" ALL THREAD ROD
I
SUPPORT POST, SET MIDWAY
BETWEEN POST (TYP.)
Sawcut and remove existing pavement
as required for pavement band
Seal joint between existing
pavement and concrete band
class 'C' concrete band w14
#5 continuous #3 ties @ 24" OC
Butt joints
Precast concrete pavers
See finish schedule
1 -1/2"
_1
�v -
-1IO I -1 =1f1 11I-
Sand leveling course ASTM C33
(contractor to certify conformance)
12" Existing aggregate base (compacted)
Existing subgrade
PRECAST PAVERS
CONCRETE SANDS
1/2" EXPANSION JOINT—
SMOOTH DOWEL, 12" O.C:
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F-- 12 "--I
SLOPE
1/4 "/ 12"
- SLOPE
-! 1 14V 12"
SLOPE VARIES
- 114 "112' MIN, 1/2 "/ 12" MAX
STOOP STEPS WALK-
TYP STOOP GRADING SCHEMATIC
HANDRAIL, SEE HANDRAIL DETAIL
AND FINISH SCHEDULE
NEW PAVER ROWLOCK CAP
MODIFY EXISTING WALL
ff METAL P05TS (2 SQ. TUBE, 14 GAUGE),
-SEE FIN15H SCHEDULE
/ UNIT PAVER STEP
3/4" CONCAVE MORTAR BED
GROUT FILLED
CONCRETE UNIT PAVERS, SEE DETAIL 7
tt4 REBAR 12" O.C. B.W.
COMPACTED CRUSHED AGGREGATE BASE
CONCRETE FOOTING
COMPACTED SUBGRADE
PAVER STEP IICII DETA L_
Not to scale
—6 _OIL
1X2
1X2
DOUBLE 2X8 JOISTS
2X10 BEAM
2 -3 /8" CARRIAGE BOLTS.
COUNTERSINK NUT AND WASHER PLUG
I
2X8 WRAP
1X ROUGH SAWN CEDAR WRAP
SMOOTH `^ /IDE OUT, SEE FINISH SCHEDULE
i
4X4 S. YELLOW PINE P.T. (4)
2X8 TRIM
SIMPSON ELEVATED POST BASE
SET 6" IN FOOTER AND
1/2" ABOVE CONCRETE
SET TRIM BASE 112" ABOVE
GRADE
m -- SLOPE 1 14 " /i' -0" TO DRAIN
- CONCRETE FOOT PER LOCAL CODE
- 6" DENSE AGGREGATE
COMPACTED SUBGRADE
L12"�
Note: Sawcut and remove existing pavement
All work shall comply with the as required for pavement band C%
current edition of the state
department of transportation Seal point between existing
pavement and concrete band -6 (_.D `•
construction 4 material
specifications. I' -0 "x1'" class 'C' concrete band w/4
#5 continuous E 93 ties @ 24" OC
Butt joints
Precast concrete pavers
See finish schedule
1/a R
- -
—
Existing pavement
• �— Sand leveling course
Reinforced concete base
6
95 bars, 6" O.C., B.W.
1/2" Weep holes @ 36" O.C.
III -, =III O i1= 1111' = = -I _ (Formed or drilled) cover w/ filter fabric
12 4" aggregate base (compacted)
Compacted subgrade
PRECAST PAVERS 1$
10 CONCRETE SANDS
C 0 N S U L I I N t
SCALE:
PROJ. NO:
6570.01
FILE NAI'1E-
-- -
DRAIAN Br
FIBS
CHECKED BY:
D R K
DATE ISSUED:
- 04 -01 -05
REVISED:
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