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40G1
CITY OF UPLAND GARDEN WALL STANDARD
Building Divison, City of Upland, 460 North Euclid Avenue, Upland, CA 91/86 909 931-41 10
City approval stamp location.
Name:
Permit #:
Address:
Date:
. Must include plot plan with dimensions.
SPECIFICATIONS:
All footings adjacent to slopes to be at least 5’ to day light as shown at left.
This wall may not be constructed in a water course or otherwise obstruct
natural drainage or run-off and it may not be used to retain earth or support
other structures.
BOTrOM
Soil shall be well compacted sand, silty sand, clayey sand, silty gravel or clayey gravel.
Concrete blocks are Grade N per ASTMC9O-03. Mortar is Type M or S per section
2103.8 & grout is per section 2103.10.7,
Foundation concrete equal to Ready-Mix per ASTM Standards with a strength of 2500 psi
Mm 10 thick. Reinforcing steel is minimum Grade 40 deformed bars per ASTM Standards.
Lap steel at least 24 inches.
*:::*:*
OF
FOOTING
5’MIN
GARDEN WALL
INSPECTION SEQUENCE
1. Footings & Pebar
2*Top Bond> {!J steel installed
3*Grout ji stee cells>Before cap
4*FINAL
Grout all cells that contain reinforcement bars.
Install #4 horizontal bar bond beam in
blocks along the top of the wall. Install grout
stop mesh only in the cells that do not
have vertical steel. Refer to mesh
details on last page.
6 or 8 inch concrete blocks.
THE OWNER / CONTRACTOR
IS RESPONSIBLE FOR THE
ACCURACY OF WALL &
FOOTING LOCATIONS AT
THE PROPERTY LINES.
#4 Vertical reinforcements bars
@ 32" o.c to be centered in the wall.
6 feet, maximum
#4 vertical bars @ 32" on centers to be
placed along bottom of footing, minimum 3"
above soil, and extend upwards
approximately 36" above turn angle, so
as to obtain a minimum 24" lap with wall
drop-in verticals.
#4 horizontal bar at bottom
of footing minimum 3"
above soil.
Bottom of footing
tobe Mm J2"deep
into undisturbed
soil
¶
3" clear
:.
:..
.
..
4
-
.-
Alternate bends in footing steel.
3"
All steel to be
mm. 3" clear
3"dear3"
w
-
W
=
24" for up to 4’ high wall. 36" when over 4 high.
W
=
19" for up to 4’ high wall. 27" when over 4’ high.
Keep all footing steel 3" minimum from soil
Use concrete dobies to maintain clearances.
REVISON 002 03-30-1 1
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140 RI
4
CITY OF UPLAND RETAINING WALL STANDARD
Building Divison, City of Upland, 460 North Euclid Avenue, Upland, CA 91786 909 931-41 10
City approval stamp location.
Name:
Permit #:
Address:
Date:
. Must include plot plan with dimensions.
SPECIFICATIONS:
All footings adjacent to slopes to be at least 5 to day light as shown at left.
These retaining walls shall support level soil backfill only, not designed to
support other structures or walls. Keep top of wall away from structures, toe
of slopes, and vehicle wheel loads a distance equal to the height of the wall.
Soil shall be well compacted sand, silty sand, clayey sand, silty gravel or clayey gravel.
Minimum 8" wide concrete blocks are Grade N per ASTMC90-03. Mortar is Type M or S
per section 2103.8 &groutis persection 2103.10.7.
Foundation concrete equal to Ready-Mix per ASTM Standards with a strength of 2500 psi
Mm 12" thick. Reinforcing steel is minimum Grade 40 deformed bars per ASTM Standards.
Lap steel at least 24 inches.
OF
FOOTING
NO TOE WALL
DO NOT BACKFILL
WALLS FOR AT LEAST
SEVEN DAYS AFTER
WALL IS GROUTED.
NO HEEL WALL
ir
One of the # 4 horizontal bars in
bond beam block at the top of the wall.
-
A POURED CONCRETE WALL
WITH THE SAME DIMENSIONS
MAY BE SUBSTITUTED FOR
THE CONCRETE BLOCKS
8 inch mm.
concrete blocks
-
Grout all cells solid
Height
.4
-
-
Non-Load
face of wall.
This is the
Non-Load
face wall. -.
RETAINING WALL
INSPECTION SEQUENCE
1- Faotinqs & Rebar
#4 horizontal in bond beam block Equally spaced
See Table for number of horizontal bars in the wall
TI-JE
OVVNEfl / CONrflAC1OFl
IS F4ESF’ONSINLE EOfl -rHE
One cubic foot of 3/4’ to 1-12" clean
gravel behind the wall with weep holes
or omit alternate first course head joints
or a 4’ PVC perforated pipe with holes
down, sloped 1 % to an approved drain.
.
a
* =
4.,
.-
= . =
....
J1
-L
:
.
I 2" thick footing
,.
.
*
*
.
F 0 O-I NC LOCA-rI ONS cr
VHE r’I40PEnTV LINES.
-I..
2- #4 longitudinal bars in footing.
Add a #4 for footings 3-0" wide or wider.
-
2-Top Bond> {AM steel installed
3-Grout i! steel cells>Before cap
4-Verify Drainaqe is Adequate
5-FINAL- Level Backfill Only
‘-‘I;
Place vertical bars per table below
5-1/4 inches from non-load face of wall
...-.
*1
4.
Keep footing 4teel
311
.
.
.
miniraium from dirt
2" O,ide key
Key Depth per table
4.
a,
a.
l4ey may be Ioc4ed anyplace: along footing
2
Same as vertical steel o.c
*
#4 @ 32" 0-c- OK for the top 4
Footing width
Per table below
-
811,
REVISON 002 03-30-1 1
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140 GRI
CITY OF UPLAND COMBO GARDEN, RETAINING WALL STANDARD
Building Divison, City of Upland, 460 North Euclid Avenue, Upland, CA 91786 909 931-41 10
City approval stamp location.
Name:
Permit #:
Address:
Date:
. Must include plot plan with dimensions.
SPECIFICATIONS
All footings adjacent to slopes to be at least 5’ to day light as shown at left.
These walls shall not support other structures. Keep top of retaining portion
of wall away from structures, toe of slopes, and vehicle wheel loads a distance
equal to the height of the retaining portion of wall.
BOTIOM
IL
‘
OF
FOOTING
,,‘.
5’ MIN.
Soil shall be well compacted sand, silty sand, clayey sand, silty gravel or clayey gravel.
Concrete blocks are Grade N per ASTMCOO-03. Mortar is Type M or S per section
2103.8 & grout is per section 2103.7.
Foundation concrete equal to Ready-Mix per ASTM Standards with a strength of 2500 psi
Mm 12 thick. Reinforcing steel is minimum Grade 40 deformed bars per ASTM Standards.
Steel’ bar laps to be at least 24 inches.
Grout all cells that contain reinforcement bars.
COMBO GARDEN / RETAINING
INSPECTION SEQUENCE
1. Footinqs & Rebar
2*Retaining Steel Bond> no mesh
Install #4 horizontal bar bond beam in
blocks along the top of the wall. Install grout
stop mesh only in the cells that do not
have vertical steel. Refer to mesh
details on last page.
6 or 8 inch concrete blocks.
-.
c
I
3-Retaininq qrout inspection
4.iop Bond> All steel installed
5.Grout all steel cells>Before cap
6.FINAL
THE OWNER, CONTRACTOR
IS RESPONSINFE FOR THE
ACCURACY OF WAEL &
FOOTING FOCATIONS AT
THE PROPERTY LINES
#4 Vertical reinforcements bars bar @ 24" o.c
to be centered in the wall, Must
provide a minimum 24" lap of the vertical bars
protruding up out of the top of the concrete
footing.
E
j
Non load
Face of wall
# 4 horizontal bar in bond beam block
at the top of the retaining wall.
Mm 8 inch Retaining concrete blocks with
all cells grouted in the retaining portion of
the wall wall with #4 @ 24" on centers placed
5-1/4’ in from the Non load face of the wall.
E
One cubic foot of 3/4’ to 1-1/2’ clean gravel behind
the wall with weep holes or omit alternate first
course head joints or a 4 PVC perforated pipe
with holes down, sloped 1% to an approved drain.
a
1 2 thick footing
4
*.*
=4 =
4
4" deep key - Locate key
anyplace along footing.
2 #4 IongudinaI ba in oting.
minimum 3" above soil.
36" wide footing
12" thick footing
4’
36" wide footing
Keep all footing steel 3" minimum from soil
Use concrete dobies to maintain clearances.
REVISON 002 03-30-1 1
CITY OF UPLAND MASONRY COLUMN STANDARD
Building Divison, City of Upland, 460 North Euclid Avenue, Upland, CA 91786 909 931-41 10
MASONRY COLUMNS
For support of open fencing only. Wrought Ironi
I MAXIMUM 42" HIGH IN REQUIRED FRONT YARDI
Column Width
,12"Min,,
‘16" Max
-
2-#4 Bars
Full Height.
Brick or
Concrete clock.
E
E
Grout Solid
9
2- #4 Bars
Extend Footing
1O’-"Max
e
To Adjacent Column ‘
Open Wrought Iron not solid.
Design by others.
1 ‰" Mm. exterior 2"
when exposed to earth.
3,,
Clear
Footing width to be 8" wider than column width.
VERTICAL BAR REINFORCEMENT
REVISON 001 03-30-1 1
CITY OF UPLAND MESH DETAIL STANDARD
‘J
40
Building Divison, City of Upland, 460 North Euclid Avenue, Upland, CA 91786 909 931-41 10
Mesh to retain grout.
Only in Cells where
there is no vertical steel.
Mm. cover
HORIZONTAL BOND BEAM STEEL BAR REINFORCEMENT
1/2" Maximum
GROUT SLUMP
1/2" MAXIMUM MORTAR PROJECTION INTO GROUT SPACE
Grout must be plastic with a slump fluidity of 8 inches 203
mm to 11 inches 279 mm when tested in accordance with
ASTM C 143 and be cohesive to avoid segregation of materials,
particularly pea gravel.
REVISON 001 03-30-1 1