HomeMy WebLinkAbout17-L4_ASI #1.pdfDATEREVISION
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SL-1203
December 12, 2012
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1Addendum #112/24/2012
2ASI #11/14/2013
L4
DETAILS
2 RAISED PLANTER WALL - PLAN
7 CONCRETE WALK
1 RAISED PLANTER WALL - SECTION
5 STONE VENEERED SEATWALL
6 EXPOSED AGGREGATE-SAMPLE IMAGE3STRUCTURAL STEEL PLATE - PLAN
4 RAISED PLANTER WALL - SECTION
8 CONCRETE EXPANSION JOINT
9 'V' GROOVE CONCRETE CONTROL JOINT
10 GREASED DOWEL @ EXPANSION JOINT
FLEX SEAL INFORMATION
DIRECTIONS:
SHAKE WELL. SHAKE WELL AND SPRAY ON A CLEAN DRY SURFACE USING A SWEEPING MOTION FROM A DISTANCE
OF 12 TO 14 INCHES. FOR BEST RESULTS, APPLY SEVERAL COATS RATHER THAN ONE THICK COAT AND USE AT
CAN-TEMPERATURES ABOVE 60°F. SPRAY A LARGER AREA THAN WHERE LEAK HAS OCCURRED AND FEATHER
EDGES.NOTE: AFTER EACH USE, INVERT CAN AND APPLY A SHORT BURST TO CLEAR NOZZLE.
COVERAGE:
ONE LARGE CAN TREATS 2 TO 8 SQUARE FEET DEPENDING ON COATING THICKNESS.
ONE JUMBO CAN TREATS 2 TO 12 SQUARE FEET DEPENDING ON COATING THICKNESS
AGGREGATE: NATIVE RIVER ROCK. SIZE TBD
INTEGRAL COLOR: CHESTNUT
V-GROOVE TOOL JOINT
12 FOOT BRIDGE - CROSS SECTION
11 FUTURE TREE STUMP ILLUSTRATIVE VIEW
14 FOOT BRIDGE - PLAN
13 FOOT BRIDGE - LONG. SECTION
2'-10"
3'-8"
2'-3"
7"
2'-8"
1'-7"
CAULK CAP/STEEL JOINT (TYP.)
SS DOWEL (2 PER CAP). TACK WELD
TO STEEL PLATE AND GALVANIZE
CULTURED STONE VENEER TO MATCH
ARCHITECTURE. COBBLESTONE PATTERN
6" CMU BLOCK
#4 REBAR @ 16" O.C., EA. FACE
2/1/2" CAST STONE CAP
APPLY SPRAY-ON RUBBERWATERPROOFING LINER (FLEX SEAL OR
EQUAL) SEE DIRECTIONS THIS SHEET.
#5 DOWEL, EMBED 12"
TACK WELD TO STEEL PLATE IN FIELD
AND FINISH WITH GALV. PAINT
HOT DIPPED GALV.
STEEL PLATE
STUCCO FINISH
COLOR TO MATCH
ARCH.EDGE OF WALL(BEYOND)
3'-11"
THICKENED SLABFOUNDATION
18" DIA. SONOTUBE
FOOTING (BEYOND),
5' O.C., MIN.
CARRY TO FROSTLINE.
4" DRAIN TILE. GROUT BOTTOM/SIDES IN
PLACE TO LEVEL OF PIPE PERFORATIONS.
SLOPE TO DRAIN AT EITHER END OF
PLANTER & TIE-IN TO STORM SYSTEM
1'-6"
GREASED DOWEL
8"
2'-1"
2-1/2"" CAST STONE CAP
DRIP EDGE
EASE EDGES,
TYP EA. SIDE
1" CHAMFER,
EA SIDE
112"
1"
112"
712"712"
APPLY SPRAY-ON RUBBER
WATERPROOFING LINER (FLEX SEAL OR
EQUAL) SEE DIRECTIONS THIS SHEET.
FILL VOID W/ CLEAN WASHED GRAVEL
FOR DRAINAGE
HERB GARDEN
CAULK
4" CMU BLOCK
SLOPE GROUT TO DRAIN TILE
FILTER FABRIC
FILTER FABRIC (PLACE WIRE MESHBENEATH FILTER FABRIC AT ALL HOLES
712" WIDE x 2.5" TH.CAST STONE CAP
PERGOLA FOOTING.
CARRY TO GROUND,
W/ 36" DEEP FROST FOOTING
OPEN AREA
BELOW PLANTER
STONE VENEERED WALLW/ CMU CORE
STUCCO VENEER PORTIONS
BELOW OPENING
18" DIA. FROST FOOTINGS, TYP.SPACE EVERY 5', MAX
LIMITS OF HOT DIPPED
GALV. 3/8" STEEL PLATE
SEE DETAIL THIS SHEET
FACE OF WALL
FACE OF WALL
3'-8"
R5'-4"
R9'
17'-11 516"
30'-3 516"
EDGE OF CAP
13'-11 316"
10'-81516"
1'-7"
4
L104
1
L104
DRAIN TILE AT BASE OF PLANTER (BELOW).
CONNECT TO DRAIN AT EITHER END OF
PLANTER AND CONNECT TO STORM SYSTEM.
(SEE SHEET L102 FOR STORM LAYOUT)
1'
-
8
"
8"
2'
-
4
"
1'
1/2" SS DOWEL (2 PER CAP)
CULTURED STONE
VENEER TO MATCH
ARCHITECTURE.
COBBLESTON PATTERN
10" CMU CORE
#4 REBAR @ 16" O.C.,
EA. FACE
2-1/2"" CAST STONE CAP
THICKENED SLAB
FOUNDATION
12" DIA. SONOTUBEFOOTING (BEYOND),
5' O.C., MIN.
CARRY TO FROSTLINE.
REINFORCE W/ #4 BARS,
4 VERT. STICKS
PER FOOTING.
1/4" PER FOOT
1'-6"
1'-3"
2-1/2"" CAST STONE CAP
DRIP EDGE
EASE EDGES,
TYP EA. SIDE
1" CHAMFER,
EA SIDE
112"
1"
112"
4" TH. CONCRETE SLAB
w/ EXPOSED AGGREGATE FINISH
#4 REBAR @ 16" O.C., E.W.
4" AB3 BASE
PREPARED SUBGRADE
3/8" TH. HOT DIPPEDGALV. STEEL PLATE
6" HIGH x 3/8" TH.
VERTICAL STEEL STRIP
6" HIGH x 3/8" TH.
VERTICAL STEEL STRIP4"
6"3'-6"
R8'-10"
R5'-4"
19'-4"
11'-8 316"
1-1/2" DIA. PRE-DRILLED
HOLES FOR DRAINAGE.
PLACE STEEL WIRE MESH
OVER EA. HOLE AND COVER
W/ FILTER FABRIC. (TYP.)
1114"
2'-634"
EQ.
EQ.
1-1/2" x 1-1/2" x 3/16" ANGLE LOCATED@ ENDS AND EQUALLY SPACED, AS SHOWN
1-1/2" x 1-1/2" x 3/16" ANGLE LOCATED
@ ENDS AND EQUALLY SPACED, AS SHOWN
3/8" TH. HOT DIPPED
GALV. STEEL PLATE
TYP. CROSS SECTION
HERB GARDEN
8"
2'-
4
"
SS DOWEL (2 PER CAP)
CULTURED STONEVENEER TO MATCH
ARCHITECTURE.
COBBLESTON PATTERN
6" CMU BLOCK
#4 REBAR @ 16" O.C.,
EA. FACE
2-1/2" CAST STONE CAP
THICKENED SLAB
FOUNDATION
18" DIA. FROST FOOTING(RE: ARCH.)
ROLL-ON WATERPROOFSEALANT
8" GREASED DOWEL
SIMPSON POST ANCHOR (RE: ARCH.)
2'-10"
3'-8"
112"
PERGOLA POST (RE: ARCH.)
FORM TOP OF FOOTING
2'-10"
4" CMU BLOCK
4" TH. CONC PVMT
PREPARED SUBGRADE
VA
R
I
E
S
EXPANSIONFILLER & SEALANT
\" UNLESS OTHERWISE
SPECIFIED
PREPARED SUBGRADE
TOOLED CONTRACTION JT
4" TH. CONC PVMT
1/2" MAX.
1/2" UNLESS OTHERWISE
TYP AT AREA INDICATEDCOATED DOWEL 12" OC,
4" THICK CONC PVMT
EXP FILLER & SEALANT
PREPARED SUBGRADE
ON SITE PLAN
["x 16" GREASE
SPECIFIED
USE SPEEDDOWEL SYSTEM
BRONZE HAPPINESS HEART
WATER TO WELL-UP FROM UNDER HEART
TREE RINGS PEELED AWAY TO FORM
SMALL WATERFALL
BRONZE ROOT FEATURE, SURROUNDED
BY PLANTS, RE: LANDSCAPE PLAN
WATER FLOWS INTO STREAM
FEATURE, RE: SITE PLAN
24"
30"
1"X6" IPE DECKING
2"X4" IPE EDGE PROTECTION
2"X8" IPE EDGE JOIST
2"X8" CEDAR HEADER
THICKENED EDGE AT CONCRETE WALK
36"
1.5'1.0'
9"
9"5"
1.0'
9.3'
7.8'1.5'
DRY STREAM FEATURE
4"-6" SMOOTH COLORADO RIVER ROCK
FROST FOOTER, 36" DEPTH,REINFORCED
1"X6" IPE DECKING
2"X6" CEDAR JOIST
2"X4" IPE EDGE PROTECTION
2"X8" IPE EDGE JOIST
5.0'5'-8"4"4"
FROST FOOTER, 12" DIA CONC. PIER UNDER WALK THICKENED EDGE, TYP.
2"X8" JOISTS BELOW
1"X6" IPE DECKING
2"X6" CEDAR JOIST BELOW,
CENTER ON HEADER
CONCRETE WALK
RE: SITE PLAN
STREAM FEATURERE: SITE PLAN
PROVIDE NOTCH IN CONCRETE TOACCEPT BRIDGE ASSEMBLY,
DECKING TO BE FLUSH WITH WALK
2"X4" CEDAR HEADER
9'
-
4
"
5.0'
2"X4" IPE EDGE PROTECTION
END AT WALK EDGE
5'-8"