HomeMy Public PortalAboutOrdinance 5671
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
ORDINANCE NO. 567
AN ORDINANCE OF THE CITY OF BEAUMONT, CALIFORNIA
REGULATING THE CONSTRUCTION OF GARDEN WALLS,
RETAINING WALLS AND FRONT YARD WALLS AND FENCES
THE CITY COUNCIL OF THE CITY OF BEAUMONT DOES HEREBY ORDAIN
AS FOLLOWS:
SECTION 1. Masonry walls shall require a permit and be in-
spected to assure compliance with minimum standards.
SECTION 2. Minimum construction requirements are mandated as
detailed on Exhibit "A", entitled "Garden Wall Sections", and
Exhibit "B", entitled "Retaining Walls", attached hereto and made
a part of this Ordinance by reference.
SECTION 3. Any fencing constructed on the front property
line shall require a permit and be inspected to assure compliance
with property line location.
SECTION 4. Solid walls in front yards shall not exceed
forty (40) inches in height, except that an additional height of
twenty (20) inches of ornamental wrought iron may be constructed
above the block wall height. Chain link fencing in front yards
shall not exceed forty-eight (48) inches in height.
SECTION 5. Plan check and Inspection fees shall be assessed
pursuant to City of Beaumont's valuation fee schedule for building
permits.
MOVED, PASSED and ADOPTED this 23rd day of May
1983.
AYOR OF THE CITY OF BEAUMONT
ATTEST:,
4
CITY CIIg
CERTIFICATION
I, Irene Joyce Sweeney, City Clerk of the City of Beaumont DO HERE-
BY CERTIFY that the foregoing Ordinance was introduced at a regular
meeting of the City Council of said City held on the 9th day of
May , 1983, and was duly adopted upon second reading on
the 23rd day of May , 1983, upon the following roll call
vote:
AYES:
NOES:
ABSTAIN:
ABSE
Councilmen May, Shaw, Hammel and Lowry.
Mayor Thompson
None.
None.
1
CITY CLEC: , CIT12- OF BEAUNT
0
0
t.
1%
EXHIBIT "A"
GARoEty WAIL SEcT)oJS
MItJiMUM REQUIREMSIOT
TI
t
�1
I/2" 4 BAR CoNr,Nvovs
THRuu EXPANSION JOHN
6" MINIMUM GONG. 81OGK
p BARS e 21 Ou
GRADE
1
1
..t
ta
.1
0
Q
9
T
n1
1'- 2"
1 �
CONSTRUCTION
ALL CELLS CONTAINING STEEL SHALL 8E FILLED SOLID WITH GROUT
WATER: 7Y2 GALLONS TO 1 SACK OF CEMENT
GROUT: 1 PART CEM&NT ; 2 PARTS SANDS 2 PARTS I/4"
CRUSHED ROCK OR 1 PART CEMENT AND 3 PATS SAND
REINFORCED CONCRETE: mix. MACH MIXED : 1 PArr PORTLAND
CEMENT ; PARTS SANG1 3 '/2 PARTS GRAvGt- .
R EINFORCING STEEL : SHALL._ CONFORM ro SEC. A -lS- 3S A
STM. ALL REINFORCING STEEL. ro LAP WHERE SPLICED, AD
CIA METERS . WITH A MIN/MUM OF 21 0"
BONA: ®ONO/ SHALL BE PROVIDED BY LAYING BLOCKS IN STRETCHER
c uRSES SO THAT VERT! CAI- JOINTS ALTERNATE IN EACH Cougar
O1v. AOD APPROVED WALL MESH HOR17ONTAL AT STACK ED BO NO.
STEEL: SHALL SE ACCURATELY PLACED., ANO SECURED SO THAT
lT WILL NOT AE DISPLACED. CONCRETE SHALL BE WELL ROOCCD
TO INSURE A GOOD CONTACT WITH REINFORCEMENT ANO TO ELIMINATE
ROCK POCKETS AND VOIDS. MAX. SIZE of AGGRGGATE To BC 3/.4,I
234-196 3/74
MASONRY WALLS
ORDINANCE 567
EXHIBIT "A"
EXHIBIT "B"
RETAINING W A L LS
SLOPING GRADE
1%2 MIN.
LEVEL GRADE
CAP IF DESIRED ---
VE RTICA L
-
VERTICAL
*4 BARS
AT 24" O.C.
CONCRETE
MASONRY
WALL -ALL CELLS
FILLED SOLID
WITH GROUT
OMIT HEAD
JOINT AT FIRST
COURSE AT 32"0.C.
FOR WEEP HOLE
*2 TIES
AT I6"O.C.
POUR FOOTING
A GAINST
UNDISTURBED
NATURAL SOIL
TYPICAL SECTION OVER 5'-0"
1/2" = I' _ 0"
O
0
OB
XO BARS
YO BARS
3'
6"
1'-10"
#3 AT 32"O.C.
4'
8"
2'-6"
*4 AT 48"0.C.
5'
8"
3'-0"
*4 AT 24"O.C.
6'
12"
3'-8"
*4 AT 24" O.C.
7'
12"
4'-&'
*4 AT 16" O.C.
e'
12"
5'-3"
*5 AT 18" O.C.
DESIGN FOR LEVEL GRADE ABOVE WALL_
NOTE- CONCRETE IN FOOTING TO TEST
2000 LBS. PER 34;1. IN. AT 28 DAYS
CONCRETE BLOCK - GRADE "A" UNITS
A.S.T.M. C-90
GROUT - I PART CEMENT, 3 PARTS SAND,
2 PARTS PEA GRAVEL
MORTAR - 1 PART CEMENT,
1/2 PART LIME PUTTY, 41/2 PARTS SAND
OX BARS
SLOPING GRADE
Ij2 MIN.
x ✓h�C/ LEVEL
2 1 GRADE
2 -*4 BARS
CONCRETE
MASONRY
WALL ALL CELLS
FILLED SOLID
WITH G ROUT
OMIT HEAD
JOINT IN FIRST
COURSE AT 32"0.C.
FOR WEEP HOLE
GRADE?
C i
z/.
1
f
2"
OX BARS a
1 2 BARS
,,•. e CONT... ..y
POUR FOOTING
AGAINST
UNDISTURBED
NATURAL SOIL
TYPICAL SECTION 5'-0" MAX.
1/2" =
O
®
0
XO BARS
OY BARS
3'
6"
2'-9"
*3 AT 24" 0.C.
4'
8"
3'-6"
84 AT 24" 0,C.
5'
8"
4'-0"
#5 AT 16 O.C.
61
12"
4'-9"
*5 AT 24"O.C.
7'
12"
5'-6"
*8 AT 16" 0.C.
8'
12"
6'-9"
47 AT 16"O•C.
DESIGN FOR SLOPING GRADE ABOVE GRADE
MAXIMUM STRESSES
fs = 18,000 P.5.1.
fm = 225 P.S.I.
SHEAR V = 15 P.S.I.
BOND U = 100 P.5.1.
SOIL PRESSURE = 2,000 LBS. PER SQ. FT.
ORDINANCE 567
EXHIBIT "B"
2814.-197