HomeMy WebLinkAboutA502 Retaining Wall & Outdoor Stair DetailsSCALE: NONE
SCALE: N
2
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L3
DRAINAGE
AGGREGATE
SCALE: NONE
0.48" DIA.
WALL ABUTMENT DETAIL
NJE L
3
FIB TER FABRIC
t.
POST DETAIL
EXIST.
STRUCTURE
Y
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NOTE:
1. AT ABUTMENT, ALTERNATE FULL UNIT WITH HALF UNIT EVERY OTHER COURSE.
2. START AT FIXED POINTS AND WORK INTO MIDDLE PART OF WALL.
3. DO NOT ATTACH VERSA -LOK UNITS TO OTHER STRUCTURES.
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9
10
J2 VERSA -TUFF PIN
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REMOVE BACK
OF BLOCK
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CUT HOLE IN CAP
FOR POST
BREAK OR SEPARATE
THE NEXT COURSES
DRILL HOLE IN CAP
FENCE POST OR
HANDRAIL POST
REBAR (TYP.)
G2 POST DETAIL SECT. A -A
HANDRAIL POST
FILL W/ CONCRETE
REBAR (TYP.)
BREAK OFF BACK OF UNIT
TO INSTALL POST
E2 POST DETAIL PLAN VIEW
it
ZEN
HANDRAIL POST
SCALE: NONE
DRILL HOLE IN TREAD BLOCK
USE SPUT HALF UNIT TO
CONSTRUCT OUTSIDE CORNER
DRAINAGE AGGREGATE
\—OPEN JOINT AT
40 FT. CENTERS
J4 DRAIN DETAIL
PERF. DRAIN PIPE
RETAINING WALLS CONSTRUCTED
WITH 3/4" SETBACK
SIDEWALLS CONSTRUCTED
VERTICALLY
STAIR DETAIL
SCALE: NONE
L6 POST DETAIL
J6 DRAIN DETAIL
CAP UNITS NOT SHOWN
FOR CLARITY
FINISHED GRADE LINE
A5 STEPPING BASE DETAIL
GRANULAR LEVELING
I— I PAD 6" THICK
UNDISTURBED SOIL
NOTE:
N UMIT CHANGES IN BASE ELEVATION TO 6" PER
STEP TO AVOID DIFFERENTIAL SETTLEMENT
N STEP OFTEN ENOUGH TO MAINTAIN MINIMUM
REQUIRED EMBEDMENT
DRAINAGE AGGREGATE
OPEN JOINT 2" AT
20 FT. CENTERS
RANDOMLY STAGGER
VERTICAL JOINTS
BURY ONE ADDITIONAL
FULL UNIT MIN.
FENCE POST
OR HANDRAIL POST
CONCRETE BASE
USE CONCRETE TUBE FORM
E8 INSTALLATION SEQUENCE
INSIDE 90' CORNER
SCALE: NONE
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ODD
COURSES
EVEN
COURSES
STRAIGHT
SPUT FACE
SPLIT 2" OFF
BACK OF EACH
UNIT
L9 FREESTANDING WALL
BASE COURSE
SECOND COURSE
IF PARTIAL UNITS ARE NECESSARY,
"HIDE" CUT UNITS AT LEAST 2
FULL UNITS AWAY FROM CORNER
THIRD COURSE
PIN HOLES AND SLOTS
FOR 3/4" SETBACK WALL
CONSTRUCTION PIN HOLES FOR
VERTICAL WALLS
FREESTANDING WALL NOTES:
1. UNE UNITS UP VERTICALLY
2. PIN HOLE TO HOLE AND HOLE
TO SLOT
3. SEE TECHNICAL BULLETIN 6
FOR FURTHER DETAILS
\--CUT SLUG TO GET
ON HALF BOND
SPUTTING GROOVE FOR
HALF UNIT
PINNING SLOT FOR
FREESTANDING WALLS
SPU171NG GROOVE FOR
FREESTANDING WALLS
OUTSIDE 90' CORNER
VERSA -LOK MODULAR
CONC. UNITS
SIDEWALLS STACKED
VERTICALLY
STAIR RISER DETAIL
USE OTHER HALF UNIT
IN OPPOSITE DIRECTION
NOTE:
ALWAYS START PLACEMENT FOR
EACH COURSE AT CORNER AND
WORK OUT INTO MIDDLE OF WALL
CAP UNIT ADHERES TO
TOP UNIT W/ VERSA -LOK
CONC. ADHESIVE
III-1 I
GRANULAR LEVELING
PAD MIN. 6" THICK
TREADS OVERHANG 3/4"
DO NOT MAINTAIN
RUNNING BOND
IMPERVIOUS
FILL 12" DEEP
3/4" OVERLAP
FILTER FABRIC
GRANULAR LEVELING
PAD 6" THICK MIN.
DRAINAGE
AGGREGATE
12" THICK MIN.
4" DIA. DRAIN PIPE
OUTLET 0 END OF WALL
OR 0 40' CENTERS MAX.
SCALE: NONE
CORNER DETAILS
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11
11
12
13
UNREINFORCED RETAINING WALL
SCALE: NONE
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13
14
14
A15
OBLIQUE ANGLE OUTSIDE CORNER
VERSA -LOK MODULAR
CONC. UNITS
REINFORCED RETAINING WALL
SCALE: NONE
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15
EVEN COURSES
ODD COURSES
90' OUTSIDE CORNER
1 11 1 H__11
i
EVEN COURSES
ODD COURSES
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CAP UNIT
ADHERE TO TOP UNIT
W/ VERSA -LOK CONC.
ADHESIVE
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DRAINAGE AGGREGATE
12" THICK MIN.
3/4" SETBACK
IMPERVIOUS FILL
GRANULAR LEVELING
PAD 6" THICK MIN.
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SCALE: NONE
ODD COURSES
OBLIQUE ANGLE INSIDE CORNER
EVEN COURSES
4" DIA. (MIN.) DRAIN PIPE OUTLET
0 END OF WALL OR 0 40' CENTERS
MAX. SLOPE TO DRAIN (1/8"/FT.)
ODD COURSES
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—1
PINNING DETAIL
110' -160'
PINHOLE
90' INSIDE CORNER
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VERSA -TUFF PIN
2 PER UNIT
RECEIVING
SLOT
ADD PARTIAL
UNIT FOR
BEARING
GEOSYNTHETIC REINFORCEMENT
SEE PROFILE DRAWINGS FOR
LENGTH, TYPE AND SPACING
I RETAINED BACKFILL
I lll,l
APPROX.
EXCAVATION LINE
REINFORCED BACKFILL
COMPACTED 95% OF MAXIMUM
STANDARD PROCTOR DENSITY
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STAIR NOTES:
1. USE SAME LEVEUNG PAD MATERIAL FOR STAIR PEDESTAL AS
RETAINING WALL
2. CONSTRUCT STAIR RISERS FIRST, INSTALL CAPS FOR TREADS
SECOND, AND THEN INSTALL SIDEWALLS LAST.
3. DO NOT PIN STAIR UNITS.
4. CONSTRUCT BASE PEDESTAL IN 4 TO 5 RISER INCREMENTS.
5. SIDEWALLS WILL BE STACKED VERTICALLY WITHOUT PINNING.
6. WRAP THE PEDESTAL IN FILTER FABRIC.
GENERAL NOTES FOR CAPING:
1. CAPS SHALL BE ADHERED TO WALL USING VERSA -LOK CONCRETE
ADHESIVE.
2. CAPS MY BE PLACED WITH A Y2" TO 3 4" OVERHANG OF TOP COURSE.
3. WHEN SPLITTING CAP UNIT FOR WALL END DO NOT USE A CAP
SECTION LESS THAN 6" WIDE.
4. DO NOT OVERHANG CAP AT END OF COURSE MORE THAN 1
REVISIONS
MAS ASSOCIATES, M.
Architects and Planners
5200 East 64TH Street, Suite A C
Indianapolis, Indiana 46220
msmith@masassociates.net
DATE I PROJECT NO.
10/30/2003 2341.001
COMPUTER FILE NAMES
1
3965
STATE OF
OiotAle_ J.,yytyti
NDIAN
4) CH 1T EC 0
NOT PUBLISHED ALL RIGHTS RESERVED
THIS DRAWING NO NE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON ARE NE EXCLUSIVE
PROPERTY OF WS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF WS ASSOCANTES.
RETAINING WALL AND OUTDOOR STAIR DETAILS
SHEET NO.
Phone 61/ 126 1060 Fax 317 726 1061
Formerly Cool Creek Apartments
CARMEL WOODS APARTMENTS e
Carmel, Indiana
N
I APPROVED
MAS I MAS
A502