BWFE2019-0227Date: 11/26/2019
Application Number:
BWFE2019-0227
Property Address:
53095 VIA VICENZE
APN:
777180006
Application Description:
HOBBS AND CARR / 208LF OF GARDEN WALLS INSIDE AND ON PL
Property Zoning:
Application Valuation:
$25,000.00
Applicant:
STEVE PATTINSON - HOBBS AND CARR DEVELOPMENT CORP
ONE PARK PLAZA
IRVINE, CA 92614
Owner:
HOBBS AND CARR DEVELOPMENT CORP
ONE PARK PLAZA
IRVINE, CA 92614
Contractor:
PELATON CONSTRUCTION INC
ONE PARK PLAZA FLOOR 600
IRVINE, CA 92614
(949)482-9596
LIc. No.: 720787
Detail: 74LF OF 5' GARDEN WALLS, AND 12LF OF 5' COLUMNS WITHIN PROPERTY LINES[CITY STANDARAD SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF
CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE
PROPERTY OWNER. PER 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $120.75
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
27"
I
i
I
r
�t 5
27" "1;
TOP VIEW
FOOTING
HLOCK
GROUT
STEEL REBAR
REBAR
PLACEME
ILLUSTRAT
N VIEW
— BLOCK
?" X 1 2" OR 1 6' X 1 6")
SOLID GROUT
(4) - # 4 REBAR
(ONE AT EACH CORNER)
ALL FOOTINGS ADJACENTTO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW,
ea.
a
1
f
MIN.2
REBA
OVERL
r
5' MIN.
•
FOOTING
LIMITATIONS:
DTING Fl LC'1AR SHALL
1 Pll_ASTER SPACING SHALL NOT F_.XCFED 20 FT. WHEN OTHER INFILI_ FFINCING
,VEA MIN.6" I_DNr
i100K AND AMIN.
.
IS ATTACHED.
Cn17E CGVFR OF 3",
2, ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY DE ATTACHED TO
PILAS71-R5. SOLID TYPE FENCING MAY NOT DE ATTACHED TO PILASTFR.
3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED 1-O 200# MAX,
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER,
4 THIS PILAST ER DESIGN IS INTENDED TO BE USED ONLY AS A FENCING
O1 FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5. FENCE HEIGHTS ARE REGULATED -- CONSULT ZONING REGULATIONS BEFORE
CHECK WITH THE BUILDING DEPARTMENT BEGINNING CONSTRUCTION,
TO VERIFY IF A BUILDING PERMIT IS REQUIRED, 6.INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION,
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7• FOOTINGS'TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL,
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL
B. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
2) REBAR/PRE-GROUT:ION PRIOR
VERTICAL REBAR IN PLACE
INSPECTION PRIOR TO PLACING GROUT. �'�_ Wes` {r_�•`
3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY •�
DECORATIVE CAP PLACEMENT. R► i
MASONRY PILASTER
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS- USE OF THIS STANDARD DESIGN IS pHONE (760) 777-7125 78-495 CALLS TAMP) `O
AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFF_RRED LA UINTA CAI.IIr0P,.N1A J2253
GUARANTEE AGAINST FAILURE OR DEFECTS. cev f79111 777-7F11 1 1 cnMMUNITY DEVELOPMENT DEPT I PAGE I Of I
FOOTING OPTION "A"
A
HEIGHT FROM TOP
OF FOOTING
1
4
L
{
t
l
_T _A
12" 10"
REVERSE:
----
DIRECTION OF'
HOOK 0114 EVERY
OTHER REE3AR
W"
(FI Q.QTiNG WIDTH)
SEE TABLE "A"
FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" 13LOCK
#4 HORIZONTAL AT 32'' MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR SIZE —
AND SPACING AND SPACING
IL G.-AI ETtFC1AR IN cc.-wrw OI Cf;l o (I.O A"fE. RI..I:.AP IN CAATZJt Or CU-1
TABLE "A"
1 H11
...•
VERTICAL
REINFORCEMENT
3
17"
#4 @ 48" O.C.
4'
20''
#4 @ 48" O.C.
5'
23''
#4 @ 46" O.C,
#4 @ 24" O.C.
NOTES:
FINISH GRADE I
0
(1) #4 REBAR
CON-rJNUOUS
(2) - # . REBAR
CONTINUOUS �f�J
1N�1 !1
!— .,W.t
I (FOOTING WIDTH)
SEE TABLE "B"
ALL FOOTINGS ADJACENT TO
SLOPES TO ICE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
00111(
0-' MIN.
F•OOTINc
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT RETAINING WALL,
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C•90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
"SEE PAGE 2 FOR ADDITIONAL INFORMATION`
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
„H„
HEIGHT FROM TOP
OF FOOTING
TAsLE:" 13"
' H
.W,.
VERTICAL
REINFORCEMENT
3'
1 9"
#4 Ca 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34"
#A. @ 24'' O.C.
CHECK.VVITN.TH1; BIJILpING. DEPARTME.NTIO
VERIFY IF A BUILDING PERMIT 15 REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/ DIRT.
2) REBAR/PRE-GROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO
PLACING GROUT,
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
RfVERSIDC COUNTY CODE UNIFORMITY PROGRAM
{+WESTERN
FREESTANDING BLOCK WALL
(760) 777-71
PI TONE ?.5
76A95 CALL --I TAMPIC0
LA Q011`<TA, C,.AIJPC7I2NIA 92253
FAX (760) 777-701 1 1
10/9/2UI f COMMUNITY IWIVELOP1,0Wr UEl'T.
I'AGE 1 0112
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
= 30
PASSIVE SOIL BEARING (PSF)
= 1 50
COEFFICIENT OF FRICTION
=0,25
ALLOWABLE SOIL BEARING (PSF)
= 1 500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
NA= 1.3. NV=1 .6. Z=0.4, SOIL PROFILE=SD
Wr=5TERN RIVERSIDE COUNTY: `CODE UNIFORMITY PROGRAM
ot 64� Q"4qa
,g
'? FREESTANDING BLOCK WALL
nr �•
P[IONB (760) 777-7,125 78-495 CALLS TAMPIC0
I,A 01IINTA, CALIVORNIA'.12''25.1
1,AX 1760) 77 7- 701 1
�. ��f•r ., r � , s: •r
i�BI
- m
Property Dividing
Wall Submitted On N
Seperate Permit t
LOT 182
(FF = 1018.57) 5'
(PAD = 10160)
f
C-3
I
1
I
I
-_i cJ
F
4ERViEE � �
I
I
OVER ELOPING
POT
i 1
J)�If FLOWING
C-4
TRAVERTINE ��
PAVERS
EXPOSED
AGGREGATE
(
ti
` 1 B-2-z
y 'I
S-2
B-2
B-2
Columns Qty 6 24"x24" 60" High
C-2
Footing/Block Wall
Option B LN-20' x 30" High
C-3
Footing/Block Wall
Option A LN-40' x 48" High
C-4
Footing/Block Wall
Option A LN-8' x 60" High
BWFE2019-0227
CITY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE 11 /25/2019 8y
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