BPOL2017-0007 Revision 1L
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Permit it78-495
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lFrojectAddress: 7?7.05Tnrok;o-'.[�t,I-r'sNam
City of La Quinta
Building a Safety Division
Calle Tampico '
La Quinta, CA 92253 - (760) 777-701,2
Building Permit Application and Tracking Sheet
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A. P. Number:
Address: '7-270 5- 'Ytr0
Legal Description:
City, ST, Zip: u
fe
nc•Contracfor.
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Address:
.P jest Description:1 C � L&CA
a
ST, Zip:
el h e•
T e on .
P
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Statelbic� # :
City Lic. #;
Arch.,`Engr., Designer:
"
Address:
City, ST, Zip:
Telephone:
tructi nIYPe: O cou an cY
•Con
State Lic. #.
Project tYPa (circle one): New Add'n Alter Repairair Demo
ame of Contact Person: A u t D I
(•Pr-0
Sq. Ft.:
# Stories:
# Units:
V1e1cphone # of Contact Person:
I
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
H
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed,'ready for corrections
Plan Check Diposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked upConstruction
'
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Revicw, ready for corrections/issue
Electrical .
Subcontactor List
Called Contact Person
Plumbing
Gran( Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN If OUSE.-
Jrd Review, ready for corrcctionstissuc
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit bees
FOOTING OPTION "A"
12" . 10;,
#1`4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A"
—FOR REBAR SIZE
AND SPACING
(I.QCaI;r REOaq IN Ca;M'f.N pl• CL:I,I-1
REVERSE
DIRECTION OF'
HOOK ON EVERY ,
OTHER REBAR i FOOTING WIDTH) I
SEE TABLE -A-
i
H"
I
VERTICAL
REINFORCEMENT
j
)
i
1
i
41
H'
#4 @ 48" O.C.
HEIGHT FROM TOP
23"
OF FOOTING
rzr-
12" . 10;,
#1`4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A"
—FOR REBAR SIZE
AND SPACING
(I.QCaI;r REOaq IN Ca;M'f.N pl• CL:I,I-1
REVERSE
DIRECTION OF'
HOOK ON EVERY ,
OTHER REBAR i FOOTING WIDTH) I
SEE TABLE -A-
i
H"
"W,.
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 4.8" O.C.:
41
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C..
6'
29"
#4 @ 24" O.C.
FOOTING OPTION "F3"
SEE TABLE "B"
FOR REBAR SIZE—
AND SPACING
I:-cr..a•re;zuzv: IN crNral or cce_.J
FINISH GRADE
(1) - #4 REBAR
,,,,. CONTINUOUS
(2) - #4 REBAF
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
OF
�tu�rinlr
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
.MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A 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
1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MIIJIMUM.
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.
_. „W„ --#
:(FOOTING WIDTH)
SEE TABLE "Ix'
I
I.
i
HEIGHT FROM TOP
OF FOOTING
1
• I
I
I
12"
yy wE
7fi�t .3su'r"<7_.. 4 SiRL7�'s�='`4L."lyiv�.ri
` H,. „W,.
VERTICAL
REINFORCEMENT
3' 19"
4M @ 48" O.C.
41 22"
#4 @ 48" O.C.
5'29"
:#4 @ ..
48" O.0
6' 34"
#44 @ 24" O.C..
CHECK__XYITH.THE.B,UILpI.NG:DEPARTMF-,N TO
VERIFY (F,A_BUILDING PEfv1fT 1$..REQU[RED.
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 SURROUN03dG EARTH/DIRT.
2) REBARAPRE-GROUT; BONG BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMEN-.
'.WESTERN RIV
PI'IONr (760) 777-7125
FAX (760) 777-7011
IDE COUNTY CODE UNIFORMITY PROGRAM
FREESTANDIN-C BLOCK WALL
7n-495 CALLS TA 1YI(;?-)
I.A QUIN'1'A. C:.11,JVORNIIA 92253
10/9/2014 I COMMUNIT'.DEVELOPMEW I:NsfT. 1''ACF. 1 OF 1
f
r
4 �it'�( STAB i&1 A4 wig --4 4 L14t&V W IVU
'New filter pump �ip eA�l'CI►�Alfs GajrZ�b OJT o„
420 s.f. cartridge N3ew gate. To open away w.u, �p.�,a4y .� 1;& ONTO Lo 67
filter « from pool and be self
closing self latching: -Fl k1 Plt40
_; �•�111—�'� �t Property LTne�Trt-t'Vt�IG . ..
i.__._... _, ---------12 3.. ._..._.
.... . �,�JLL�ar•d 6 In�1A^ti1. t7S , • �. _
12'
w t� 2.1ti3 JU VI Q9�)
aised Water ------------------------------ ----------------------- ------------- — ---
------------------------------- -
Feature +12” • ' -i " r c� 7
19' ftu. MeTAL w 57
.
........._. ,ti't E
I N Existing 220v, ,
20amp electrical
L•-• ------ ---circuit. Extend to �•
o " ' new pool equipment '. /�� DA
�
PL ` ;
m ' MIn 3 POOL 10'x25' '��►IJ►C-'i\.. ,
` New 5' CMU wall per seperatlon+ Depth - 3'6" to 6' S -
city standard detail n r�, L �°r: Area 250 s,f.
- 70 I.f.
Per. .
- EXISTING HOUSE
o•f Gallons - 8,500 _
Exist. • . r
j
at 5'" 4'x 4' window co
O r If' -9 3
�.
ny + -� � , f r
y Exist.
r s
4'x 6' window
:-
Existing
-- -
. I � t s � t ------ .. - - - • . Wood GateW-
Existing Patio ,
S-M1 ' 4 - • . - ' - w + ---- ------------------------------ --'�- ��. + _- - -+---- ----1. I --------: ------------------- - ------------------------
New 3' gate. To open away.
® j 1 o, from pool and be self Y T=
® -, New 5' CMU wall per city closing self latching.
standard detail , A_ c' rt• �
t
Property Line 3 _.
_...__.__..__....:_............... --.......................... _.._.. ........ - --.--------------..._.__._._..__._...._._.__. " `._._..... _..................-
---^*-- . -90 'Z '........... ..-_................. _......-----.---.--............. ... ......... _..........._._...Y._._.. ........................... ....... -- ............ -...'
A - l +r - Arturo Higuera Residence ,
OVERALL SITE PLAN CALLS AR'ROBA Y .77705 Calle Arroba '
SCALE: 1/8"=1'-0" " ti N " La Quinta, Ca. 92253-',, '.: