HomeMy WebLinkAboutOrdinance #1174 ORDINANCE No. 1174
AN ORDINANCE OF THE CITY OF HUNTINGTON
BEACH DECLARING AN EMERGENCY TO EXIST
AND AMENDING SECTIONS 81519 8151.19 8151.29
8151.3 OF THE HUNTINGTON BEACH ORDINANCE
CODE.
WHEREAS, the adoption of this ordinance as an urgency
measure is necessary for the immediate preservation of the
public peace, health, safety and welfare,
NOW THEREFORE, in consideration of and by the above
preamble, the City Council of the City of Huntington Beach
declares that an emergency exists necessitating the following
ordinance for the immediate protection and preservation of
the public health, safety and welfare.
Section 1. That the following sections are hereby
amended, and as amended, shall read in words and figures as
follows:
Section 8151. Masonry Walls. All masonry walls will
be constructed according to City Standard Plans Nos. 126-A,
126-B, 126-C, 127, 128 and 129. All notations and information
delineated on these plans are hereby made a part of this or-
dinance.
Section 8151.1. Six (6) Foot Block Wall. See Standard
Plan No. 128.
Section 8151.2. Four (4) Foot Block Wall. See Standard
Plan No. ' 129.
1.
Ord. No. 11-74
Section 8151.3. Masonry Retaining Wall. See Standard
Plan No. 126-A, 126-B, 126-C and Plan No. 127.
Section 2. This ordinance, being an emergency measure
for the immediate preservation of the public health and
safety, shall take effect and be in force from and after the
passage and adoption hereof.
Section 3. The City Clerk shall certify to the adopt-
ion and passage of this ordinance and shall cause the same
to be published by one insertion in the Huntington Beach News,
a weekly newspaper, printed, published and circulated in the
City of Huntington Beach, California,
PASSED AND ADOPTED by the City Council of the City of
Huntington Beach, California, this 2nth day of December ,
1965.
Mayor
AT :
City Aerk
APPROVED AS TO FORM:
j
D.ty Attorney
R. r. 2.
Ord. No. 1174
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss :
CITY OF HUNTINGTON BEACH )
I , PAUL C. JONES, the duly elected, qualified, and
acting City Clerk of the City of Huntington Beach and ex-
officio Clerk of the City Council of the said City, do hereby
certify that the whole number of members of the City Council
of the City of Huntington Beach is five; that the foregoing
ordinance was read to said City Council at a regular meeting
thereof held on the _61L_day of nPnembpr- , 19—L;i, and
was again read to said City Council at a regular meeting thereof
held on the 20t' day of December , 19 65 , and was
passed and adopted by the affirmative vote of more than a
majority of all the members of said City Council.
AYES: Councilmen:
Welch, Gisler, Stewart , Lambert , Shipley
NOES: Councilmen:
None
ABSENT: Councilmen:
None
Z4 t 2:2 n
I
City Clerk and -officio Clerk
of the City C uncil of the City
of Huntington Beach, California
I
4 I
i
I
HALF �— ,PILASTER (-D 11 —8�� O.C. r r
ROUND GROUT CAPS A XS XI6 MULTI- SCORED B
CAP BLOCK
I. 1
HEAVY DUTY WALL MESH
(DOUBLE 3/16m LONGITUDINAL) O
_O {
II 4"X 8"X 16" W
w STANDARD BLOCK N
O W Y
U Y Z ct
W .J �
Z_ Q Z tJ
Zrv==
p
�} W
X
00
a a
BAR 0 1 I
co ° 2-I/2'¢BAR _ 4: SECTION B-B
10"9(CAR EQUAL
a _
RECTANGLE
C V , ' l •D
r-OO 18" 3/s� BARS 32" O.C. ��18 1 2_%Z' .„„a,!•"
SECTION A-A A ELEVATION SECTION C-C
8"X 8"X 16"OPEN END BLOCK
4'X8"XI6"STD.BLOCK
3/811 0
:2-1/2 Ql BAR
NOTES
I. BONDEX OR EQUAL ADMIXTURE S'kALA. BE USED BUTT WALL
ON PILASTER CAPS. : SECTION
2. MORTAR MIXTURE SHALL + = NO LEANER TVAN 8°X8"XI6" H BLOCK v
1 3.
3. GROUTING REQUIRED IN ALL CELLS Wilk OTEEL. 41iX8"XI6" STD-BLOCK
4. 1.5 MINIMUM STEEL CLEARANCE IN WALL AND 2.0
_:. �� ::
MINIMUM STEEL CLEARANCE IN FOOTING. �.•,..•.:,•.•
5. INSPECTION REQUIRED. FOR ALL GROUTING. 3/811 0
6. PEA GRAVEL GROUTING SHALL BE USED FOR BAR PILASTER '-MIN. 1/2"
ALL GROUTING, SECTION
ENGINEERING DFV,1RTMENT 4" MASONRY BLOCK WALL
CITY OF HUR!TINGJN BEACH � STANDARD
APPROVED CITY ENGINEE 4 PLAN
CALIFORNIA 129
5/8Ito 10"0 OR EQUAL
BAR RECTANGLE
SECTION B-B
A---I
6"XS"X16" MULTI -SCORED
I•�}-- PILASTERS (� 12,-0" O.C. I CAP BLOCK
rni U11111i 111
.%.- I/4°
HEAVY DUTY WALL MESH
o r (DOUBLE 3/16" LONGITUDINAL)
i
cn
r 6"X8"X 16°
w STANDARD BLOCK
0
J
z
a
z w
Fn
IM Z Q
I :.e • :o. � (D
00
1/2
BAR
2' 4"
5/8"0
iv BAR' p
.y B '. Q B Q t C
3/8"0 BARS @ 2-0 ..
4'-0° O.C.
TYPICAL EXPANSION
SECTION A-A ELEVATION JOINT
NOTE: TWO 12"0 OR EQUAL
I. MAXIMUM SPACING BETWEEN EXPANSION JOINTS 60: 5/8"0
RECTANGLE
2. MORTAR MIXTURE SHALL BE NO LEANER THAN 1:3. BAR
3. GROUTING REQUIRED IN ALL CELLS WITH STEEL. "-
4. 1.5" MINIMUM STEEL CLEARANCE IN WALL AND 2.0" MINIMUM STEEL SECTION C-C
CLEARANCE IN FOOTING.
5. INSPECTION REQUIRED FOR ALL GROUTING.
t_6. PEA GRAVEL GROUTING SHALL BE USED FOR ALL GROUTING.
ENGINEERING DEPARTMENT 6" MASONRY BLOCK WALL
CITY OF HUNTINGTON•BEACH STANDARD
APPROVED 11�7PLAN
CALIFORNIA REVISED CITY ENGINEER ,7 30164 128
STEEL TO PROJECT INTO TOP COURSE 4" MIN.
GROUTED PILASTER CAP, BONDEX,
OR EQUAL ADMIX. REQUIRED.
4"X8"X 16" MULTI-SCORED CAP BLOCK
PILASTERS AT 12'-0" O.C. MAX
T� Y 8.XB"X 16" OPEN END BLOCKS
T WITH 2 - No 4 VERT. EM&EDDED
1 I 2'-4' INTO RETAINING WALL
� 4'X BX 16"$1-OCK
2-DOUBLE 6 GAUGE X 2" MESH
cD
3-5/8-
32"O.C. VERT. CENTERED IN WALL
W
cn
cr ( I
0 I d
O
U I I a
p) a
a
J I J 4"SIDEWALK
Ld
V 7-5/8
BOND BEAM STEEL PER TABLE ("F"BARS)
=I N 8'X8'X16"BLOCK
CL = F-
Lli d UJ f CLEAR
ui (; VERT. STEEL PER TABLE "E"BARS
W „
Z W _
m W
I I-5/8 w
W r" L g
� � a
J �
12'X 8"X 16"BLOCK m TRANSVERSE STEEL PER TABLE CA!' BARS)
OO 2"CLEAR
14 2"ClEAR
UPPER CONT. STEEL
PER TABLE( B BARS)
Z p� .
., Ai A.
N A 4
LOW7CONT."STEEL--�14 12" 3 CLEAR
PER TABLE("B"BARS) WIDTH OF BASE
PER TABLE I
46
'm v
ENGINEERING DEPARTMENT RETAINING WALL-4 PERIMETER WALL
CITY OF HUNTINGTON BEACH CASE I - BASE BELOW RET. EARTH .
APPROVED STANDARD
CALIFORNIA R R OFPUBLIC- WORKS PLAN
126 - A
';HT- i OF
Y
o a=R Pi �EECT INTO TOP
m MUM
v :? AUGE X MESH
O X o
r -co crX =g N4 3 AT 32 O.C, VERT.
=(.0 CENTERED IN WALL
u
N 5
ta!
N
6"X 8" X 16" BLOCK �
U OD 1"
0) r
ul -
a
a
J
w "� BOND BEAM STEEL PER TABLE
U r (" F" BARS )
Qr
._.. O j 7- 5/8
2 03 I
8"X 8„X 16 BLOCK
W =UJ 2 CLEAR
O Q~ z VERTICAL STEEL PER TABLE
O ��j ry'r E" BARS )
W OC 11-5I8
Z w 12 X8 X 16 BLOCK
H w ?
uj ,« CONTINUOUS STEEL
rn PER TABLE ( D BARS)
a O
am
J _j 4
d m z�4 1y z
...r.r / N
Z"CLE
a.• — 4"SIDEWALK
12" BEND PER °' p
CASE T,WHERE . TRANSVERSE T
° ° PER TABLE ( C BARS)
KEY IS OMMITTED
n:( ° 3 �CLEAR
DEPTH OF KEY
r 12 PER TABLE
WIDTH OF BASE PER TABLE
I
ENGINEERING DEPARTMENT RETAINING WALL-6'11 PERIMETER WALL
CITY OF HUNTlN GTON BEACH CASE ]I - E/�XPOSED BASE
APPROVED iC STANDARD
CALIFORNIA DFEBRu�ARY i OF96 PUBLIC PLAN
5 WORKS 126-8
JjBASE DESIGN STEM DESIGN
CASE I BASE CASE I MINIMUM MINIMUM CONTINUOUS DEPTH
OTAL. WIDTH REQUIRED REQUIRED STEEL BELOW
RET. OF UNDER RET. EAR EXPOSED BASE BLOCK VERTICAL BOND RETAINED
CONT. CONT DEPTH THICKNESS STEEL BEAM SURFACE
DEPTH BASE TRANS. STL. STL. TRANS. STL STL. OF
('A' BARS) 'B' BARS 'C' BARS Cl)'BARS) KEY ("E" BARS) ("F"BARS)
NOTZ S"
"to21—t7 2'—4" :TONE 1-#3 NOI`I 1—#3 NOIIE c" #3 (� 32" NU[lE �o
291—C"
2'-8" 21-10" #3x2 t-�" 2-#3 # 4"3 @ 34" 343 NC)NE S" #4 @ 32" 2 - #3 3 °
" 1
31-4" to '-4" #3x2'-10" 243 #4 @ 32" 343 r:ONE S" #4 C 24" 2 — #3 to
A+ —0" 32" 143 c- 4 r_I.;"
4'—t?" 31-I0" #3x3'-4" 243 #4 24" 343 12" e" 4 1c" 2 - #3 to
41_g"
51-411 to 4'-4" #4x3' 244 #5 is 24" 344 12" 12" i, @ 24" c — #4.
to
61 ')" 24" 1—#f j- �
E'—oTM 41-10" ##4x4'-4." 244 #5 16" 344. 12" 12" #4 Q lc" 2 — #A 41 n
to
1E" 144 c- _f
V—4" to `>'-4TM #:x41-1C'" 2—#4 #6, lr r' 344 Ili" i2TM 1t." _ #i!+ 4 1 TM
S 1—f)" 16" 1-#4 r S a o "
NOTES
1, :FXPA:`.Si6: .;Oi. ,., ARC. REQTJIRED AT 601-011 G.C. FOR 1;s.., I'E;i.`AIi._ WALLS A a
FFNC,FS. F00Ti`!G STALL IiE CONITINUOUTS. (4" iUICK iEl,;CE.S ', ;'4'„r, s } -R L s� I'T�i 1:�FW i'i',
JGIN1
PRCi°11", bPub' FCI: S BY 0? I`i'T IP�G MOT FROM U:..RrI'_;�.L FACF, I �' ti3C; GrtC':+`,U GO 1TF;5r
AT 32" 0.0 .
3, "leRTAR STALL E NO LEA ER ,TAN 1:3.
4, ;�PLIGI:S I'' AaOI:RY S'rTALL BF LAPPED A i IL;li iTil OF 5E t 11R Di( : `'ET .
IM
5� SPL,�t,>±S Ii• F00'I'I'dG SHALL BE I.1�_PPED A 'iviIFli'�M4 OF 36 rAF ):?Ir?il:"'iRS.
6. i. rm C CL? r --rr,i; /ter,"Cr;�-' r
AL "t,I,�.> �,0,�s.A lid i,aG STEEL �, AI�I, I> FILi�ET.i b;l... "'. ... ,.v:�} IS t 1 }G OF
3 PART,) S -1), AI+D 2 PART3 PI;A GR WEL.
7 i SPEC"'IC'i; RE,� ?IRE:) PRIOR ``G GRO77ING, .
8. !," r TM BLOCK FFNCFS ARE I"i'"1i.Cr" .::G`c',t>�,LI b ii' ` I.I r i[i C'ASF I (,R C AS)E it RIFT;,-
ENGINEERING DEPARTMENT COMMON TABLES AND NOTES FOR
FENCES ON RETAINING G WALLS Ia
CITY OF HUNTINGTON BEACH
APPR04/ED IiLJ STANDARD
CALIFORNIA __,-DIRECTOR OF PUBLIC WORKS PLAN
FEBRUARY i 1 9 6 5 1 1 2 6 - C
CWT -JC nIr ';t
ROE F !St0 x 8Y rk_�
F dam_
-x
RETAINING NaALL
a_..` APPROVE 4
...:.
lilt ars
i
L �,-/nitrseChon oflfround ! ",
,.,,
- [rne„and dcfo n �' ce af''.va/7
I i
F.•/ler Maier%o/ �'
behcgd wa// I I I � VirMtrer herdP .- 5as
j - I Clear � d'.s,4bnce, f om-k
'.I � I fo?I r i Is cnd vt(dj boar
max 7 a' I
/ alwve�mu/rd h� c P I �' r I I I / r
1_
,Shvr/ V. _.. <� I1 1 '14 +�--1
/ iocP c-�:,-r.'lc• undicfuibed ,� �� �'�o`), , ��fi�� C 7 , j�_�-::� �l- i_1:.., �24 .�J_� �_.JG
-f y 1 L1
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IF4 e
DES/6N AND DRA/NA6E
EX fPr/Or !acF�j r' ! c.Y'- QNNfO_?!_F.IJ S)"I c"';''FNs 4 -fNC L"1'a
n Z,.�:'o rl:" ...�I .-"l•J,^.��'-C'ii J." W' t �.is 7" 6'2 '�' S �_..-t / a, 3 2
ParPn + ll ,
^� .,�C.i �_.�i�I � `� '�30,> •g _ �"'6 P 7.'z �`5 Cp H �'S F' � �5 -<:.� �5C'.3e
"4
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,:. 9/oP `Ot T__._ c __ /6'_" B �TJP R!s 1 C'9t'O c lF:fc• tc,t, /<73(� is7c: /ZCO_
_- - _ _
SECT/ ON
L r n o,�-O.o ✓o n 7 Fi// K•:1h.PXPon.iicn h J:'r KEy :n ` ;:/Iasi n7uy ba a/i,niilofsd In wu/'s /its /hon
,'c�.:' h'.!•% J✓in! fc Prirnd team M,o W4fnr fe
' lc�f'nv faro a.'wo// lcca,`r.' s P .5 - 6"' •�. ,ic.Jo
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b{' 9 cad Pqurvo,lcnf f/u.•d,o�eSsures= 96/oe
AtAA1 OA' W41-4 W/rN Fo; an n'10 5./6 ..AQ",-dcd ';vN i odusP q £",'rye,' so,'charge
DerAlL w-1
odd• ti ba rngda [orr•tf�/edl� �
to c//owob/a for/ f+e atfuia. ll Jr^wsd .Idwr Paz
Pcq,v OF WALL W/rH