08-0368 (BLCK)P.O. BOX 1504 '
78-495 CALLE TAMPICO
CA QUINTA,- CALIFORNIA 92253
Application Number: 08-00000368
Property Address: 78662 TALKING. ROCK TURN"
APN: 770-300-023--
Application
70-300-023=Application description: WALL/FENCE
Property Zoning: LOW-DENSITY RESIDENTIAL
Application valuation: 2683
Applicant:
C
Architect or Engineer:
WIM
'I, Vi
BUILDING.& SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perju i that 1 am licensed under provisions of Chapter 9 Icommencing with
Section 7000) of Division 3 of the inJ s and Professionals Code, and my License is in full force and effect.
Licen ass: P I se No.: 835648 '
Da Contrac
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 Profession` 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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500):
(_) 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 or offered 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.).
(_)
fa m exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I 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:
LQPERA11T
Owner:
GREG & HANNA SKJONSBY
78992 TALKING ROCK TURN
LA QUINTA, CA 92253
Contractor:
ENGSTROM CONSTR MANAG
77455 EVENING STAR
INDIAN WELLS, CA 9221
(760)668-3961
Lic. No.: 835648
VOICE (760).777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/29/08
2. 2uu`#
FEB
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for 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*oa
of the work for which this permit is issued, I shalt not employ any
person in ano become ubject to the workers'' compensation laws of California,
and agree thu ct the workers' compensation provisions of Section
700 of thef r i mply with those provisions.
Dat ApplicWARG'LURE TO SE' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$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
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 person at 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 s h permit,'or cessation of work for 180 days will subject
permit to cancellation.
certify that I have read this application and state that e a e' i orrect. I agree to comply with all
city and col ty ordi ances and state laws relating to ildi c u by authorize representatives
of this y to en r n the above-mentioned pr y r' e o u oses.
Oat ature (Applicant or Agen
Application Number . . . . . 08-00000368
Permit WALL/FENCE
PERMIT
Additional desc .
Permit -Fee :^ .. .' 54.00
-
Plan Check Fee
.00
Issue.Date
Valuation
2683
Expiration Date 8/27/08'
Qty Unit Charge Per
Extension
BASE
FEE
45..00
1'."00 9.0000 THOU BLDG
2,001-25,000
9.00
' Special Notes and Comments
1.00 LN FT"X 316" BLOCK RETAINING
WALL/
' - 50 LN FT X 5 -FT GARDEN WALL PER
CITY
STANDARDS & APPROVED PLANS.
-.Fee-summary Charged
Paid.
Credited
Due
f
Permit Fee Total 54.00
.
.00 00
54.00
Plan Check Total .00
.00 .00
.00
Grand Total 54.00
.00 00
54.00
LQPEIN4IT
Bin #
City of La. Quinta F,
Building & Safety Division
P.O. Box 1304,i78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 -
s Building 'Permit Application and Tracking Sheet'
Permit .#
Project Address: (o Z ^� ,
Owner's Name
Address:. .
A. P. Number:
Legal Description:
Contractor r' S 2U
Address:
City, ST, Zip:
Telephone: i Y -
Project Description:
City, ST,'Zip:
IOC .. 6
Telephone:ffm
City,Lic. #:
Q _
State Lic. #.:
J
4101,
Arch., Engr Designer: NU'G4.4
J
1
Address: _
City, ST, Zip:
Telephone: '
Construction Type: .Occupancy:
State Lic. #::
Project type (circle one):. New Add'n Alter Repair Demo
Sq. Ft.: . " ; # Stories: # Units: '4
Name of Contact Person �
Telephone # of Contact Person:2-940 `
`Estimated', Value of Project.
APPLICANT: DO NOT WRITE -BELOW THIS LINE
I$
Submittal.
Req'd
Recd
TRACKING
- PERMIT FEES
Plan Sets,
Plan Check submitted r
Item
Amount
StructuraFCalcs.
Reviewed' ready for corrections
t
Plan Check Deposit
Truss Calcs:
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up 1
Construction
Flood plainplan .
Plans resubmitted
Mechanical
Grading. plan
2"d Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for,corrections/issue
Developer Impact Fee
Planning Approval.
h
tw
Called Contact Person
AJ.P.P.
Pub. Wks. Appr '.
Date of permit issue
School Fees
t
f
Total Permit Fees
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
FOLLOWING SPECIFICATIONS:
1. CONCRETE - Y c=2000 PSI AT 28 DAYS PER ASTM C150
2. MASONRY - f 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.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SHALL BE ACCOMPLISHED BY 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 B" OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE .THE WALL AT A LOCATION
WHERE THE DISCHARGEOF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
I% GRADE_
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART.' PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SHALL NOT.00CUR'UNTIL AT LEAST 14 DAYS AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
TAR[ Fain SA-`AaflOTAO DOnMOTVfMO a:ne 1. uAenunvr
'
FROIONitdws OV VOLUME
.
(CEMEwrnIOUS MATERIALS)
AonREDATE
CEMEM OR
atroED
yASOMRT t[aKMT
YOIITAR CEMEIar
11TORATEO
WE OR
'MEASURED
MADAMR
MORTAR
TV"
c"EIT
Lan
Purm
LOOSE
cCwornow
M
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w
Y
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M
Crmem•lime
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ova Vb to I4.
Not las than 24.
O
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ova 1114 In
and not more than
' 21h
3timea the sum
of the separEte
Mona cemem
M
I
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volumes of
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-Yvhcnpiawieorm nl is used in lieu ofpord ndtend. hydrated limeorpuny may he added. but not ine:oessofone tenthufthevolume ofeemcnt.
'Masonry censent conforming to the requirenwnts of U.B.C. Standard No. 2416.
Norte cement conforming to the nquimmems of U.B.C. Standard No. 2419. '
z
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�inGhjtJ i/a1E!!Yt/Al/,..-boep-zid-
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i311ag
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
GARDEN WALL STANDARD
6' C.M.U.
f'm= 1350psi. Fy= 40000psi
1
4 O 24' Vert O CL lo
/4 O 32' Horiz IT
-v
6 1/4'
a
ALTERNATE
3' CLEAR BENDS
/4.HORIZ. AS SHOWN T C,
� 6 • 6' C.M.U. w
1'—
rm= 135ppsi, Fy= 400DOpsi
/4 O 24' Vert O CL
/4 O 32' Horiz
-4'.GARDEN WALL
Scale: 3/8' -i 1'=0'
6' C.M.U.
rm• •1350psi. Fy=- 40000psi �_: `•.' ;.
/4 O 24' Vert O CL 3' CLEAR)
/4 O 32' Horiz. 84 HOW. AS SHOWN . T �.
OPTIONAL
10=11/167 30'LAP Jr i. GARDEN WALL
• v
Scale: 3/8'
ALTERNATE
3' CLEAR BENDS
#4 HORIZ. AS SHOWN ' T
6' C.M.U.
1350psi,
n 40 OOOpsi
/4.0 24'. vert 0 CL
. 94 9 32 Horiz
GARDEN WALL o
Scale: • 3/8'
OPTIONAL
6" C.M.U. 30'LAP
'rm= 1350psi, Fy= 40000psi `*
#4 O 24' Vert O.CL
p4 O 32' Horiz 3' CLEAR
lo
lo 04 HORIZ. AS SHOWN Tlo
' o
Cc .
ic
` OPTIONAL
10=11/16' 30'LAP r y
a GARDEN WALL
Scale: 3/8- 1'_0•
ALTERNATE
3' CLEARBENDS
14 HORIZ. AS SHOWN T
1
GARDEN WALL