13600 (BLCK)P.O. BOX 1504
Building 51-165 AVe. Ramirez 78-105 CALLE ESTADO
Address LA QUINTA, CALIFORNIA 92253
Owner Barbara Bracken I I
Mailing
Address Same
City Zip ITel.
La Quinta, CA 92253 564-1372
Contractor
David Fischer Construction
Address
51-045 Ave. Valleio
-:Ua Quinta, CAI` �2253 . 771-2161
State Lic. B-1 334932 City
& Classif. Lic. #
Arch., Engr.,
Designer John Hackex
Ad Tel.
IM07 Hwy 111 Ste. 56 324-0216
Ctathedral Cit, Pp State
.1.7 %2234 Lic. # 14614
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am'licensedyri6r provisions of Chapter 9 (commencing with Section
0O)tof Division 3 6f the Business a5d Protessions,,,Code, and my license is in full force and
,,Qec .
DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractorjs License Law for the following
reason : (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that.he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit
subjects the applicantto a civil penalty of not more than five hundred dollars ($500).
0 1, as owner of the property, or my employees with wages as their sole compensation, will
do the w. rk, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner -builder will have the burden
ofproving that he did not buildorimprove forthe purpose ofsale.)
0 1, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
0 1 am exempt under Sec. -B. & P.C. for this reason
Date -Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Work r's Comp n..tion Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
P.,
ic _.Company
0 C
Copy is filed with the city. 0 Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS'COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars (S100) valuation
or less.)
I certify that in the performance of thp 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.
Date -Owner
NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Addres
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives -of this city to enter the above-.
mentioned property for inspection purposes.
Signature of applicant -Date-
Mailing Address
City, State, Zip
BUILDING: TYPE CONST
A.P. Number
No.
OCG GRP.-
P91111C
Legal Description
Project Description Add 75' of 51 high garden wall.
to existing retaining wall
Engineering attached.
Sq. Ft. No. No. Dw.
-Size Stories Units
New 0 Add 0 Alter 0 Repair 0 Demolition 0
Estimated Valuation
1 662 4. 0 0
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
45.00
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL
45.00
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Lin
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
-Side Setback from PrO`p"rrty Li e ----
FINAL DATE -INSPE TOR n
Issued by: Date
Validated by:
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMIiING FEES
I ST FL. SO. FT. @ $
UNITS
SLAB GRADE
ROUGH PLUMB.
BONDING
YARD SPKLR SYSTEM
2ND FL. SO. FT. @
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
MOBILEHOME SVC.
BAR SINK
POR. SO. FT. @
GAS(ROUGH)
METER LOOP
HEATING (FINAL)
POWER OUTLET
ROOF DRAINS
GAR. SO. FT. @
TEMP. POLE
GROUT
DRAINAGE PIPING
CAR P. SO. FT. @
FINAL INSP.
WALL SO. Fr. @
WATER SYSTEM
DRINKING FOUNTAIN.
GRADING
cu. yd.
$ plus -x$_=$
URINAL
SO. FT. @
FINAL INSP.
FRAMING
ESTIMATED CONSTRUCTIC, VALUATION $
WATER PIPING
NOTE: Not to be used as property tax valuation
FLOOR DRAIN
MECHANICAL FEES
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASH ER(AUTO)(DISH)
APPLIANCE DRYER
FIRE ZONE ROOFING
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
FIREPLACE
LAUNDRY TRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSEV
COMPRESSOR HP
POLE, TEMIPERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SO. FT. @ c
BATH TUB
SO. FT. @ c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID @ 11/4 c
SEWAGE DISPOSAL
SO.FT.GAR @ 3/4c
HOUSE SEWER
FINAL INSPECTION
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT.FEE
SMIFEE PLUMB. FEE
STRUCTURE Z PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
DUCT WORK
ROCKSTORAGE
FOUND. REINF.
GAS(ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ plus -x$_=$
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS'
GARDEN WALL FINAL
JOHN H HACKER, CIVIL ENGINEER
68487 HWY 111 SUITE 56
CATHEDRAL CITY, CALIF
92234
(619 324-0216
17
r
Title.: -DAVID-'-'FISHEA
Descr,:. 2.67 RET WITH 61GARDEN WALL
Page - of'
Job #: By:HACKER Date.: 5/20/94
RetainPro 3.lB(c)l,994 File:RETAINPR.RPF
---------------------------------- -------- - - - - -
CANTILEVERE-D..RETAINING WALLPESIG N
- - - - - - - - - - - - - - -
Pg 1 of.2
-----------------------------
-----------------
------ -----------------------
---------- SOIL DATA
--------------
---- 'ADDED VERTICAL
LOADS --------
Allowable Bearin -9
1,500-psf
..Axial
DL o em
n., St
3,00
plf
Active Lateral EPP
30.0
p'sf
Axial LL*6h Stem
300
plf
.... Slope Active
.0. 0
psf
..Ecc Left of Stem CL
0.00
in
..Active Press Limit
N/A
psf
Surcharge over ,Toe
0.0
psf
Bkfill Slope(o.=16vel)=
0.0:1
surch��qe, over,Heel
0.0
psf
Passive Lateral
30,0
pcf
Using, Surcharge to resist
Soil Density
110.0"-pcf
overturning Heel
Yes
Soil Ht over Toe
0.0'in
@ Toe
Yes
------ ADDED LATERAL
LOADS
--------- ADJACENT FOOTING ----------
Lateral Load Acting
Vertical load
0
plf
On Stem Above.Soil
15.00
psf
....,.Ecd. (T,oe.side.+)
0.00
in
76yo clf� -ZVF5--P
'701WP6"
Footing Width (perp)
0.00
ft
Addil Lateral Load
0.0-pif
Face,Top tet.to Ftg.
CL- 0.00
ft
... height to stop
0.00�ft
Ftg.. Base Above/Below
Soil
... height to start
0.00
ft
At,Wa11 Face [+/-]
0.00
ft
Fd6ting,Type
Line
------------- --------------
WALL & FOOT
NG DATA -------------------------
Retained'Height
2.67
ft
toe Width
0.50
ft
Wall Ht. above soil
5.00
ft.-
Heel Width,
2.21
ft
Total Wall Height
7.67
ft.
-------
Key Depth
O�00'in
Total Width
2.71
ft
Key Width
0.00
in
thickness'
10.00
in
Key Dist. toToe
0.000
ft
SUMMARY,
Pressure @ Toe
1,497"psf'
Factors of-'Saf6ty:
Pressure @ Heel
6
psf
overturning,,',
�-,2.97 :1
Allowable.,Press..
1,500
psf
Sliding
2.88 -:1
Eccentricity.,
6'.27
in�'
Allowable Shear
76.03 psi
Resultant,Outside
Middle Third
i -,,Way Shear,VToe
0.0 psi
Note: Pv Not Used
f or," Soil'Pres.,
1--Vay Shear Heel
10.1 psi
---------------- -------------
SLIDING
------
CHECK -------------------------------
Ftg/Soil Friction
0.400
T . ot-Lateral Fo rcd*1.5=
373.0
#
Soil @ Toe Not Used
4.0.0
in
'
(,-)Passiv'd Pressure
87.5
#
Factor of Safety
!-)Friction
627.6
#
Add �-1 Force Reqld
0.0
#
---------
-------- FOOTING
DESIGN --------------------------
(Using ACI Facto"r*s)--�T66 --- -'-He'el-:-
f1c
2,000
psi
ACI 9.1,.Pr6ssure
2,168
0
psf Fy
60,000
psi
Mu - Upward
253
0 ,
ft�# Upward -soil pres
negl1d.on heel
Mu - Downward
22
6,9p'ft-#
-------- 7 ..,RbbAr Choices
--------
Mu - Design
Z31
6§8
ft-# 76e,(bot)
Heel(top)
One -Way Shear:'
#4 @No�1,Reqd
in.,,Not Reqd
in
vu
0.00
10.05'psi
.#5. @Not Reqd
in Not Reqd
in
vn=2(flc)1/2*.85=
76..0'3
76.0 . 3'-�psi
�,@NotR,eqd
in Not Reqd
in
Rebar CL To Edge
3.00
2. 0 0
in -ok pt,, Reqd
in Not Reqd
in
Depth to steel
6.50
'
�7.150'
in #8 @Not�.'Reqd
in Not Reqd
in
Ru = Mu/bd A 2
0..0
#91_ @N.ot,,Reqd
in Not Req.d
in
Min. Rebar,Ratio
0.0000
#10 @N6tReqd
in*Not Reqd
in
Fu
JOHN H HACKER, CIVIL ENGINEER
. .
0,354
Title: DAVID FISHER
68487 HWY 111 SUITE 56
. . . . . . .
De'scr:, 2.67RET-WITH 6,1GARDEN WALL
CATHEDRAL CITY, CALIF
- 3.69-
Page of
92234
Job By:�HACKER Date: 5/20/94
.(6 19 324-0216
-821
RetainPro 3'..1Wc)i994 File:RETAINPR.RPF
----------------- ------ --------
STEM DESIGN:.
--- ---- - ---------------------
(Values shown f6r.concre'te
stems have
beep,:factore�d)* Pg 2 of 2
Stem Sections, @ Left
Stem Constructi6n�bata-:
Highest'
,Highest
(use columns from,left'to right)
-----------------
------------ -------------
DESIGN HT.'ABOV.E -FTG.
2.67
---------
0.00 ft
WALL TYPE ABOVE,HT'
Masonry
Concrete
Thickness (nominal)'
6.00
8�.00 in
Rebar Size
4
# 4
Rebar Spacing
32.00
18.00 in
Rebar Placed at
Center
, Center
DESIGN DATA ..............
f b/Fb - + f a/Fa
Lateral Load @-Design Ht
MOMENT* ..... Actual
Allowable
SHEAR ...... Actual.,
Allowable
Embedment Length Re4ld
Wall Weight
Rebar Placed at Depth Id
MASONRY DATA .............
f1m
Fs
Grouting
Special Inspection
n .: Es / Em
Short Term Increase
CONCRETE DATA ............
f1c
Fy
-------------------------
. I -
Origin of Force:
Heel Active Press.
S.Qil over Heel
Toe Active Press.
Soil'over Toe
Sloped Soil @ Heel
Adjacent Ftg. Load
Surcharge @.Heel
Surcharge @ Toe�
Axial Load on Wall
Load @ Proj. Wall
Averaged Stem Wts.
Earth Behind Stem
Added Lateral:Load
Footing'Weight
Key Weight
Vert. Componant of
Active Press.
TOTALS
. . . . . . . . . . . . .
0.6,75
. .
0,354
. . . . . .
. . . . . . . .
. . . . . . .
. . . . . . . .
7.5
- 3.69-
Not'Included= 1,569
.1,968
#
188
-821
ft-#
325
2,3 21
ft-#
3.35
6.44
psi
22.33 -.6
#
psi
12..'.00
6.00
42.0
100.0
psf
2. 75
4.00
in
................................................
1!, 500
psi
24, o6b.
psi
Part
:�No
25...7 8
1.33
.........................
3,'000
.............
psi
60,000 '
psi
SUMMARY- �OF FORCES'&
MOMENTS ----------------------
overturning
Moments
Resisting
Moments
# f t:
ft'-#
ft
ft-#
------- --- ----------
184 ��1.17
215,
-------
----- ---------
45 3
1.94
879
-10 0.28
-3
0
0.-00
0
0
0.00
0
0 0 00
0
0
0.00
0
0
0.00
0
0 0.00
0
0
0.00
0
0
-300
0.83
250
75 6.00
450
477
0.80
380
0
0.00
0
.0. 0.001.
.0
Totals used for Soil Pressure, Pv
339 1.36
459
0 0.00
0
0 0.00
0
--------- -------- ---------
6.62 1,569
--------- -------- ---------
1,968
Not'Included= 1,569
.1,968
CHANGE'IN MAT'L SPEC. OR BAR SIZE/SPACING
6 " C. M. U.
f"m= 1500psi, Fy= 66000psi
,#4 @ 32" Vert @ -CL
@ 18" Horiz
4
C)
0
IZ -`--JOHN H. HACKE'R & A9�061ATES
Lo U-)
Way. 1-11. Suft.56'
CATHEDIRAUCITYi- CALIFOFNIN'92234
�.o Co
RETAINING WALL
Scale: 1/2" 1'-0"
78-105 CALLE ESTAP..,O LAO`: U I N
.9 T�k, CALIFORNIA, 92253 (619) 564-2246
FAX 1619) 564-561-7
July 16, 1991
To Whom- It. May Concern:
The structure located at 5'1-165"-!kvi2!nida Rami-r-ez' will be
an �" V flood z oh�� ( 1 foot) per
located in S than
the re 1,sed F_ 1. R, '"(j
v M Dane l..; 0 6 03,0 9'-. 0 0 0-5 B f 6r, La-. Quirita.
This clyta nge will.,,'be.. :�effect i'Ve A x1gupt 19', 19.4"'il'., The'property
(dept No
is curre;ntly.designa'ted at "zbne.'AO h. t (2)', feet),.
If you have any questions.'-*;"�::f6el free to 0 -h -tact M.6.
Sincerely,
BUILDING kND SAI�EiT'Y,.
Tom Hartung'
Director of.,-Bui-lding and S'afe'ty
TH/lc
MAILING, ADDRESS P-0. BOX' 1504- LA QUINTA, -CALIFORNIA 92253