06-3154 (BLCK)I*
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
06-00003154
Property Address:
52190 EISENHOWER DR
APN:
773-231-009-14 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
1250
T4ht 4 4 Q"
Applicant: Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C53 C LicenseN�o,.: )878400:
Date:? -04—& Contractor: J c
OWNER -BUILDER DECLARATION
'I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason. (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000)'of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended oroffered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
.....(_) 1, as owner of the property, am.exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(� 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
. CONSTRUCTION LENDING AGENCY
1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
CRAWFORD DANIEL P
52190 EISENHOWER DR
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/22/06
Contractor:
J-SKEEN POOLS SPA WATERFEATURE
P.O. BOX 11349 Q
INDIO, CA 92203
(760)766-5554
re,
Lic. No.: 878400�(,
----------------------------
WORKER'S COMPENSATION
------------------------WORKER'SCOMPENSATION ECLARATIOl`f%% 01''--�'"''�
I hereby affirm under penalty of perjury one of the following declaratio
I have and will maintain a certificate of consent to self -i or workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, jI shall forthwith comply with those provisions.
Date:?_%?—C, -Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL '
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN.
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT i
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the ,
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each personat whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
1 certify that 1 have read this application and state that the above information is correct. I agree to comply witli all
city and county ordinances and state laws relating to building onstruction, a'�jj� hereby authorize representatives
of this county to enter upon the above-mentioned property fo spa n purii� ses.
Date: F -t — Signature (Applicant or Agent):
Application Number 06-00003154
Permit . .
. WALL/FENCE PERMIT
Additional desc .
Permit Fee . . .
. 31.00 Plan Check
Fee
00
Issue Date . . .
. Valuation
. . .
. 1250
Expiration Date
3/21/07
Qty Unit Charge Per
Extension
BASE FEE
15.00
8.00 2.0000 HND BLDG 501-2,000
16.00
--------------------------------------------------------------
Special Notes and
Comments
---------------
50 LF OF ENGINEERED BLOCK WALL Q.6'
HIGH, THIS PERMIT
DOES NOT INCLUDE POOL
OR SPA. September
22,2006 8:17:36 AM
AORTEGA
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . HOURLY PLAN CHECK
70.00
Fee summary
-----------------
Charged Paid Credited
Due
Permit Fee Total
------------------------------
31.00 .00
----------
.00
31.00
Plan Check Total
.00 .00
.00
.00
Other Fee Total
70.00 .00
.00
70.00
Grand Total
101.00 .00
.00
101.00
LQPERMIT
/Vo ' I. r' 113Y Sem
City of La Quinta
Building at Safety Division
Permit # P.O.. Box 1504, 78-495 Calle Tampito
La Quinta, CA 92253 - (760) 777-7012
p � Building Permit Application and Tracking Sheet
Project Address:- 5-2-120 r:--1 Pou g,e 1 2 Owner's Name: &ik) C-A.o Def d
A. P. Number: Address: j a - t i� tS�n� hC�U� e n fl P, .
Legal Description: City, ST, Zip: Z .d n r .
Total Permit Fees
ql�
�' No 1,0e Vaud #>: i5 v� G
Contractor: — S kfvlo O v.
SPA i
Telephone:
Address: y t gCb1� �? 5 J Y' ��
Project Description:
City, ST, Zip: Q , w v Dc
Cwt qa b 3
c . C/�I tet{ e sJ l�J �—
Telephone:
State Lic. # :f'j
City Lie. #:
Arch., Engr., Designer:
•
Address:
City, ST, Zip:
Telephone:
State Lie. #:
Construction Type: panty.
/Project type (circle one): _ New Add'n Alta Repair Demo
of Contact Person: AAP_
Sq. Ft:
__TName
#Stories: "
# Units:
Telephone # of Contact Person:
Estimated"Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACKING .
PERMUT FEES
�j
Plan Sets
Plan Check submitted
Item
Amount
?.Structural
Cates.
Reviewed, ready for corrections
1
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Energy Calm
Plans picked up
Construction
Flood plain plan
Plans resubmitted
7
Mechanical
Grading. plan
2' Review, ready for correctio issue
Electrical "
Subcontactor.List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
SALL
H.O.A. Approval '
Plans resubmitted
Grading
IN HOUSE:-
''' Review, ready for corrections/issue
Developer lid pact Fee
Planning Approval
Called Contact Person
AXP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
ql�
�' No 1,0e Vaud #>: i5 v� G
Title : Job #
Dsgnr: Date: 10:13AM, 25 JUL 06
Description :
Scope:
Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000
Rev: 580002
User. KW -0606367, Ver 5.8.0,1 -Dec -2003 Cantilevered Retaining Wall Design Page 1
(c)1983-2003 ENERCALC Engineering Software
Description Adding (5 ft.height) 6 inch garden wall above 3 ft. existing retaining wall
Criteria
= 1,147 psf OK
Retained Height =
3.00 ft
Wall height above soil =
5.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 in
Soil Density =
110.00 pcf
Wind on Stem = 12.0 psf
Design Summary
Total Bearing Load = 1,405 lbs
...resultant ecc. = 5.20 in
Soil Pressure @ Toe
= 1,147 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1,520 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 5.3 psi OK
Footing Shear @ Heel
= 10.0 psi OK -
Allowable
= 85.0 psi
Wall Stability Ratios
Total Footing Width
Overturning
= 2.62 OK
Sliding
= 1.97 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
300.0 lbs
less 100% Passive Force - 168.8 lbs
less 100% Friction Force= - 421.4 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5 : 1 Stability
= 0.0 lbs OK
Footing Design Results
Key Width
Toe Heel
Factored Pressure =
1,520 0 p
Mu': Upward =
307 0 ft
Mu': Downward =
64 0 ft
Mu: Design =
243 791 ft -
Actual 1 -Way Shear =
5.28 10.04 p
Allow 1 -Way Shear =
85.00 85.00 pE
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spec'd
Key Reinforcing =
None Spec'd
... ....... ...... ......... ...---............ .......................... ._........ .......... ........... ........
;Soil Data
sf
-#
si
.... ....... ..... ..............._........
, Footing Strengths & Dimensions
Allow Soil Bearing = 1,500.0 psf fc = 2,500 psi
Fy = 40,000 psi
Equivalent Fluid Pressure Method
Min. As %
= 0.0014
Heel Active Pressure =
30.0
Toe Width
= 0.50 ft
Toe Active Pressure =
0.0
Heel Width
= 2.00
Passive Pressure =
150.0
Total Footing Width
Water height over heel =
0.0 ft
Footing Thickness
= 12.00 in
FootingllSoil Friction =
0.300
Soil height to ignore
Key Width
= 0.00 in
for passive pressure =
0.00 in
Key Depth
= 0.00 in
Key Distance from Toe
• = 0.00 ft
Cover @ Top *= 3.00
in @ Btm.= 3.00 in
Stem Construction
Top Stem 2nd
Stem OK Stem OK
Design height
ft=
3.00 0.00
Wall Material Above "Ht"
=
MasonryMasonry
Thickness
=
6.00 8.00
Rebar Size
=
# 4 # 4
Rebar Spacing
=
32.00 32.00
p
Rebar Placed at
=
Center Edge
>
Design Data
-
fb/FB + fa/Fa
=
0.614 0.672
Total Force @ Section
lbs =
60.0 195.0
0
XI
Moment.... Actual
ft-# =
150.0 465.0
n Z0
Moment..... Allowable
ft-# =
244.2 692.3
Q 17
SAO �
Shear..... Actual
psi =
2.7 3.3
Z T7
Shear..... Allowable
psi =
19.4 19.4
W _) C/) [�
-< O T D
Bar Develop ABOVE Ht.
in =
24.00 24.00
X!
Bar Lap/Hook BELOW Ht. in =
24.00 6.00
C
0
Wall Weight
psf=
47.0 84.0
m
Rebar Depth 'd'
in=
2.75 5.25
Masonry Data
Z
fm
psi=
1,500 1,500
M
Fs
psi =
24,000 24,000
..l
Solid Grouting
=
No Yes
Special Inspection
=
No No
ModularRatio'n'
=
25.78 25.78
Short Term Factor
=
1.000 1.000
Equiv. Solid Thick.
in=
3.90 7.60
Masonry Block Type = Normal Weight
# Concrete Data
#
psi =
F
FY
psi =
Q
Other Acceptable Sizes & Spacings
Toe: Not req'd,' Mu < S ' Fr
Heel: Not req'd, Mu < S ' Fr
Key: No key defined
v
Q 6 2.9 �p06
v✓gl f
/Od ''
u/tnd speej �r 70 mph
9 Exrosur•e-
P= Ce Cf
1s1w
1.06)(1,• _)(12.6) ('j).: I6.00
P.S F
F= 1.6.ox o.75 = I a•o p,S,F, Oool c,6 .c. `1624 Al
u 11
y� `PS�HA,Q\
o c
W G?
X N0. C 67613
Title : Job #
Dsgnr: Date: 10:13AM, 25 JUL 06
Description
Scope:
Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Rev: 580002 '
User: Kf-0606367, Ver 5.8.0,1 -Dec -2003 Cantilevered Retaining Wall Design Page 2
(c)1983-2003 ENERCALC Engineering Software .
Description 'Adding (5 ft.height) 6 inch garden wall above 3 ft. existing retaining wall
summaa of Overturning & Resisting Forces & Moments
....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs ft ft-# lbs ft ft-#
Heel Active Pressure = 240.0 1.33 320.0 Soil Over Heel = 440.0 1.83 806.7
Toe Active Pressure =
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =.
Added Lateral Load =
Axial Dead Load on Stem=
Load @ Stem Above Soil = 60.0 6.50 390.0
Soil Over Toe =
Seismict-oad =
Surcharge Over Toe =
75.3
Stem Weight(s) _
Total = 300.0 O.T.M. = 710.0
Earth @ Stem Transitions=
Resisting/Overturning Ratio = 2.62
Footing Weight =
Vertical Loads used for Soil Pressure = 1,404.8 lbs
Key Weight =
Vert. Component =
Vertical component of active pressure used for soil pressure
Total =
> �lJ
70 � 0
0�z0
o-0�T
Cn Cn
Mn
nil'pC_
°z®Oz
0.00
27.5
0.25
6.9
487.0
0.79
386.3
375.0
1.25
468.7
75.3
2.50
188.3
1,404.8 lbs
R.M.=
1,856.9
> �lJ
70 � 0
0�z0
o-0�T
Cn Cn
Mn
nil'pC_
°z®Oz
r
6.00005in Mas w/ #4 @ 32.in o/c
E,let sfih9 p-er 8.00005in Mas w/
e�ty sa
cis6 . ss
(s�rj
6"�
#0@0.ih
@Toe
Designer select
#0@0.in all horiz. reinf.
@ Heel
`"ooTIN Q iS 6)6f iK►
s�xe-� �ed"Ci�s j5 der
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE BY
Load Adjustment Factors for SET Adhesive in Face of Wall Installation in 8"
Grout -Filled CMU: End / Edge Distance and Spacing, Tension and Shear Loads
Load adjustment factors for critical and minimum end distance, edge distance and spacing have
been determined by testing. The following tables have been created using linear interpolation.
How to use these charts:
Dia.
E
Ccr
Cmin
1. The following tables are for reduced End and Edge Distance and Spacing.
5. The load adjustment factor (fc or fs) is the intersection of the row and column.
2. Locate the anchor size to be used for either a tension and/or
6. Multiply the allowable load by the applicable load adjustment factor.
shear load application.
7. Reduction factors for multiple edges or spacing are multiplied together.
3. Locate the embedment (E) at which the anchor is to be installed.
8. Adjustment factors do not apply to allowable steel strength values.
4. Locate the end or edge distance (Cast) or spacing (Sact) at which the
9. Adjustment factors are to be applied to allowable Tension or Shear Load
anchor is to be installed.
Based on CMU Strength values only.
End Distance Tension (fc) go ®*
Cact
(in)
Dia.
E
Ccr
Cmin
1 1/2
4 1/4
17
4
5/8
5
20
4
3/4
63/4
27
4
fcmin
1.00
0.86
0.86
4
Ccr
1.00
0.86
0.86
8
Cmin
1.00
0.90
0.88
12
fcmin
1.00
0.93
0.91
16
1
1.00
0.97
0.93
17
1.00
0.97
0.94
20
0.78
1.00
0.96
24
0.96
0.81
0.98
27
1.00
0.86
1.00
End and Edge Distance
Shear (fc) Shear Load �*
Perpendicular to End or Edge
Spacing Tension (fs)
*
Edge Distance Tension (fc) t
Dia.
1 1/2
5/8
3/4
E
41/4
5
63/4
Cact
Ccr
17
20
27
(in)
Cmin
4
4
4
fcmin
0.43
0.25
0.26
4
1
0.43
0.25
0.26
8
0.61
0.44
0.39
12
0.78
0.63
0.52
16
0.96
0.81
0.65
17
1.00
0.86
0.68
20
1.00
0.77
24
0.90
V27
1.00
Spacing Tension (fs)
*
Edge Distance Tension (fc) t
End and Edge Distance
Shear (fc) Shear Load �*
Parallel to End or Edge
Dia.
1/2
5/8
3/4
E
41/4
5
63/4
Cact
Ccr
17
20
27
(In)
Cmin
4
4
4
fcmin
0.99
0.84
0.54
4
1
0.99
0.84
1 0.54
8
0.99
0.88
1 0.62
12
1.00
0.92
0.70
16
1.00
0.96
0.78
17
1.00
0.97
0.80
20
1.00
0.86
24
0.94
27
1.00
End and Edge Distance
Shear (fc) Shear Load �*
Parallel to End or Edge
M"_"- * Spacing Shear (fs) 19*
Dia.
1/2
5/8
3/4
E
41/4
5
63/4
Cant
Ccr
17
20
27
(In)
Cmin
4
4
4
fcmin
0.95
0.51
0.45
4
1
0.95
0.51 1
0.45
8
0.97
0.63 1
0.55
12
0.98
0.76 1
0.64
16
1.00
0.88
0.74
17
1.00
0.91
0.76
20
1.00
0.83
24
0.93
E27
1.00
M"_"- * Spacing Shear (fs) 19*
48
Dia.
1 1/2
5/8
3/4
E
41/4
5
63/4
Sact
Scr
17
20
27
(tn)
Smin
8
8
8
fsmin
0.89
0.81
0.59
8
1,
0.89
0.81
1 0.59
12
0.94
0.87
0.68
16
0.99
0.94
0.76
17
1.00
0.95
0.78
20
1.00
0.85
24
0.94
27
1.00
48
explanation of thep�
oad ta`hli? iconsY O LA 0 L
�Je d d
TY DEFIT.
13
FOR C®Ns u HU ;` N
DATE . BY
See Notes Below.
1. E = Embedment depth (inches).
2. Cat = actual end or edge distance at which
anchor is installed (inches).
3. Ccr = critical end or edge distance for 100%
load (inches).
4. Cmin = minimum end or edge distance for reduced
load (inches).
5. fc = adjustment factor for allowable load at
actual end or edge distance.
6. far = adjustment factor for allowable load at
critical end or edge distance. fccr is always = 1.00.
7. fcmin = adjustment factor for allowable load at
minimum end or edge distance.
8. fc = fcmin + [0 - fcmin) (fact - Cmin) / (CC[ - Cmin)].
1. E = Embedment depth (inches).
2. Sact = actual spacing distance at which
anchors are installed (inches).
3. Sc, = critical spacing distance for 100%
load (inches).
4. Smin = minimum spacing distance for reduced
load (inches).
5. h = adjustment factor for allowable load at
actual spacing distance.
6. 6, = adjustment factor for allowable load at
critical spacing distance. fscr is always = 1.00.
7. fsmin = adjustment factor for allowable load at
minimum spacing distance.
8. fs = fsmin + [0 - fsmin) (Sact - Smin) / (Scr - Smin)].
1/2
5/8
3/4
41/4
5
63/4
Sact
17
20
27
(In)
VE
8
8
8
1.00
1.00
1.00
81.00
1.00 1
1.00
12
1.00
1.00
1.00
16
1.00
1.00
1.00
17
1.00
1.00
1.00
20
1.00
1.00
24
1.00
27
1.00
explanation of thep�
oad ta`hli? iconsY O LA 0 L
�Je d d
TY DEFIT.
13
FOR C®Ns u HU ;` N
DATE . BY
See Notes Below.
1. E = Embedment depth (inches).
2. Cat = actual end or edge distance at which
anchor is installed (inches).
3. Ccr = critical end or edge distance for 100%
load (inches).
4. Cmin = minimum end or edge distance for reduced
load (inches).
5. fc = adjustment factor for allowable load at
actual end or edge distance.
6. far = adjustment factor for allowable load at
critical end or edge distance. fccr is always = 1.00.
7. fcmin = adjustment factor for allowable load at
minimum end or edge distance.
8. fc = fcmin + [0 - fcmin) (fact - Cmin) / (CC[ - Cmin)].
1. E = Embedment depth (inches).
2. Sact = actual spacing distance at which
anchors are installed (inches).
3. Sc, = critical spacing distance for 100%
load (inches).
4. Smin = minimum spacing distance for reduced
load (inches).
5. h = adjustment factor for allowable load at
actual spacing distance.
6. 6, = adjustment factor for allowable load at
critical spacing distance. fscr is always = 1.00.
7. fsmin = adjustment factor for allowable load at
minimum spacing distance.
8. fs = fsmin + [0 - fsmin) (Sact - Smin) / (Scr - Smin)].
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
RETAINING WALL STANDARD
RETAINING WALL SPECIFICATIONS
ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY -
WORKMANSHIP IN ACCORDANCE WITH THE 19911 U.B.C., AND THE TABLE N0.24A-MORTAR VROPORTIONS FOR UNR MASONRY
FOLLOWING SPECIFICATIONS:
I. CONCRETE - Y c=2000 PSI AT 28 DAYS PER ASIM C150
2. MASONRY - P m=1500 PSI GRADE IN PER ASTM C150
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-B
4. MORTAR . - 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C2.70
5. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, A615
GRADE 40. STEEL LAPS SHALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM .OF 24".
VERTICAL STEEL SHALL BE HELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
.SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES
IN BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
THE PLANS
mem,eyd
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND �eAe«mem isnsedinlcuofponlaneoeascdlmeapunyDMy beaddw,bwmNinca«sadancmmhdlAcwlumcd«mcm.
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%t1O�G4d«anoj to Rc lequi cmcnod U.B.C. Aand.sd lb. 2416.
R.lonar «mm caoformin6 a The TeQuisements d U.B.C. SDIDdMd No. 2419.
RELATIVE COMPACTION.
7.. DRAINAGE SHALL BE ACCOMPLISHED PY PLACING A 3" DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 1/2" PEA GRAVEL, AT LEAST 8" OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION /ri >�u�Nr�_c-L:�{��
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND ` I'
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1 % GRADE-
a.
RADE8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT k ! Y r"<pLt'
FOOTING STEPS UNLESS NO STEP IS PRESENT. 1
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS
I
PERFORMED IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SHALL NOT. OCCUR -UNTIL AT LEAST 14 DAYS AFTER i
GROUTING IS COMPLETE. fp � h
11. GROUT ALL CELLS SOLID. I v Ghj t� N�F_ilYs, f+11L.. �Go gF��
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6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND �eAe«mem isnsedinlcuofponlaneoeascdlmeapunyDMy beaddw,bwmNinca«sadancmmhdlAcwlumcd«mcm.
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%t1O�G4d«anoj to Rc lequi cmcnod U.B.C. Aand.sd lb. 2416.
R.lonar «mm caoformin6 a The TeQuisements d U.B.C. SDIDdMd No. 2419.
RELATIVE COMPACTION.
7.. DRAINAGE SHALL BE ACCOMPLISHED PY PLACING A 3" DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 1/2" PEA GRAVEL, AT LEAST 8" OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION /ri >�u�Nr�_c-L:�{��
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND ` I'
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1 % GRADE-
a.
RADE8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT k ! Y r"<pLt'
FOOTING STEPS UNLESS NO STEP IS PRESENT. 1
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS
I
PERFORMED IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SHALL NOT. OCCUR -UNTIL AT LEAST 14 DAYS AFTER i
GROUTING IS COMPLETE. fp � h
11. GROUT ALL CELLS SOLID. I v Ghj t� N�F_ilYs, f+11L.. �Go gF��
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A! -I
ITIS O F LA C�-1 ' I NTA
_ • . BUILDING & SAF DEPT: '
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1A P — �'
FOR 0ONSTRUC ION
DATE BY
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Pp= 168.75#
240.#
1147.2psf
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
1
Pp= 168.75#
240.#
1147.2psf
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY