13-0164 (BLCK)P.O. IibX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 13-0.0000164
Property Address: 54277 AVENIDA DIAZ
APN: 774-233-014-2 -000000-
Application description: WALL/FENCE
Property Zoning: COVE RESIDENTIAL
Application valuation: 1445
Applicant:
Architect or Engineer:
-------------------------
LICENSED CON
I hereby affirm under penalty of perjury that I am licensed
Section 70001 of Division 3 of the Business and Professio
License Class: C29 - lJ -./
414 "
VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 2/12/13
Owner:
KNALL CHRISTIAN
Contractor:
AA MASONRY
77530 DELAWARE PL
PALM DESERT, CA 92211
(760)360-7388
Lic. No.: 804168
------------------------------------------------------------------
RATION WORKER'S COMPENSATION DECLARATION
isions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
• 804168
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
:CLA ATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjKry that I m exempt from the Contrac is State License Law for the
following reason (Sec. 7031.5, Business and fessions Code: Any city or ounty that requires a permit to
construct, alter, improve, demolish, or repair any cture, prior to its issuan e, also requires the applicant for the
permit to file a signed statement that he or she is licen ursuant to the pr isions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of 3 of th 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).:
(_) I, 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct thFof
7044, Business and Professions Code: The Contractors' State License Law does not apply tproperty who builds or improves thereon, and who contracts for the projects with a contractpursuant to the Contractors' State License Law.).I am exempt under Sec. , B.&P.C. for this reason
n __
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the
work for which this permit is issued (Sec. 3097, Civ. C.)•
Lender's Name: _
Lender's Address:
LQPERMIT
Carrier MARKET INS Policy Number MWC003483801
I certify that, in the performance of the work for which this permit is issued, 111 all not employ any
person in any manner so as to become subject to the workers' compen n laws of California,
and agree that, if I should become subject to the workers' c..pe
on provisions of Section
3700 of the Labor Code, I shall fo it comply with th visions.
Date• pplicant:
WARL- O SECURE WORK S' COMPENSATI .COVERAGE UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND VIL FINES UP TO E HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST 0 OMPENSATION, DAM ES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, A ATTORNEY'S FEES.
APPUCA4LT ACKNOWLEDGEMENT -
IM ORTANT Application is hereby made to the Director yj)ping and Safety for a pe t subject to the
y ditions 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 such permit, or cessation of work for 180 days will subject
permit to cancellation.
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 autho iie representatives
of this c�ount/y/tQ1entteer upon the above-mentioned property for inspection rposes.
Date�J'/� Signature (Applicant or Agent):
' Application Number 13-00000164
Permit . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 35.00 Plan Check Fee
00
Issue Date . . . . Valuation . . .
. 1445
Expiration Date 8/11/13
Qty Unit Charge Per
Extension
BASE FEE
15.00
10.00 2.0000 HND BLDG 501-2,000
20.00
----------------------------------------------------------------------------
Special Notes and Comments
PERIMETER BLOCK WALLS PER "ORCO"
STANDARDS. #1 WEST WALL- 50 LF X 6FT
HEIGHT; #2 SOUTH WALL- 43 LIN FT X 6FT
HEIGHT; 77 LF COMBO RET. 16" TO 24" RET.
W/ 6FT HGT GARDEN WALL. 2010 CODES
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
a Fee summary Charged Paid Credited
Due
Permit Fee Total 35.00 .00 .00
35.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 1.00 .00 .00
1.00
Grand Total 36.00 .00 .00.
36.00
LQPERMIT
Bln.#
*'
Crty 0f QuInta
Bufldtng gt Sarety Ditdsion
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: -;k �/�✓l
Ownees Name:.
A. P. Number.
Address:
Legal Description:
Contractor.AA- A&A gin 41 A,,,
City, ST, Zip:
h
Telephone:
Address:
Project Desctiption:
City, ST, Zip: Q as
Telephone( _
State Lie. # : Rn Y I City Lic. #;
Arch., Eagr., Designer.
Address:
City., ST, Zip:
Telephone:
State Lic. #:.
C utruction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Ft.: #Stories: # Units:
Name of Contact Person:Sq.
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
M
Submittal
Req'd
Recd
TRAC]MG
PERbirr FEES
Plan Sets
Plan Check submitted
Item Amount
Strgctuial Cabs
Reviewed, ready for corrections
Plan Check Deposit.
Truss Cal ms•
Called Contact Person
Plan Check Balance
Title 24 Calci
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Gtadlag plan
V Review, ready for correefie issue
Electrical
Subco*tactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
11.0.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3" Review; ready for correetionstissae
Developer Impact Fee
Planning Approval
Called w. Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
Total Permit Fees
Bin,# a Of LQ Quinta
B(d*g ac Safety Aiv 6n
Permit # P.O. Box 1SO4, 78-495 Ca!!e Tampico
la..Quinta, CA 92253 -:(760) 777-7012
� 7 Building Permit-Applicadon'and Tracking Sheet
Project Add= — 2:7 -7 L\I EN I n �-� . 'Is 0, C � Owner's Name:. L' H (�-i `� i � A ISI' �,rN A, LA
--5-
A. P. Number. / 7 q - 6 -• O 1 k .- c Addtrss: A LLE, .
Legal Description:
City. ST, Zip: : cvi v &� t Y , LA qc') o n2-
Contractor AA M A S c0 N P -,y Telephone:
Address: IT 5 'b O' lSel-A WACP- -tL4CC, Project Description:
City, ST. zip: cA 922-11 60 LF x Gi H iGH GP.&Y • • 's
Telephone: SAOI-;s(,C?-73$g- sou—\viVimi- �-F' %(m Cwf ���S�
State Lir. 9: go 4 (. � City Lic. tl; A O H '(% & -t-17 `-F X -16 u x 'AeTA-tl--� i rA
Arch., Engr, Designs
(T+-( % E 7 —' SSON OT(' 1 O�
Address:°
City., ST. Zip:
Telephone:
State Lia l3:
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Penson:
l 4-t 2 t x-1-1 A,,j K-4"�i Sq. Ft : #stories: k Units:
Telephone # of Contact Person: - �) -�-&ftEstimated Value of PtnjecC Q
APPLICANT: DO NOT WFUTE BELOW THIS UNE
N
Submittal
Plan Sets
Rcq'd
'Reed
TRACMG PERMCTFEES-
Plan Cheep submitted item Amount
Stradutal Cales.
Reviewed, ready for corrections Plan Check Deposit.
Truss Cala.
Called Contact Pcoon Plan Check Bolan".
Title 2/ Cal&
Plans picked up Construction
Flood plata plan
Plans resubmiacd.' . Mahaaw
Grading plan
2-! Review, ready for correct'ioasAss .c Elead.cal
Sutrcostattor List
Called Contact Person Plumbing
Grant Deed
Plans picked up SALL
ILO -A- Approval
Plans resubmitted Grading
IN HOUSE:-
* Revtew. ready for correction a 1, Developer Impact Fee
Pianatag Approval
Called Contact Person A.I.P.P.
Pub. WW. Appr
Date of permit Issue
School Fen
Total Permit Fees .
1
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH.
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
STEEL
jjj;,� LEVEL GRADE BOTH SIDES
/—
#4 HORZ CONT.
N
~ n1
NOTES.-
1.
OTES:
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90.
Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE WV. k = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 60. PROVIDE 48 MR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO I/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENT'S.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOO77NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPEC77ON TO BEAFTER FOOTING TRENCHES ARE
READY FDR CONCRETEAND ALL REQUIRED 57FEL IS 77ED M PLACY .
SECOND INSPEC77ON TO BE WHEN THE REQUIRED VER77CAL ISM
PLACEAND 7HE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 40'01C. 20'01C FOR
\\ WALLS TO BE MORTAR WASHED—OR STUCCO COATED.
'W' CONT. FOOTING L�
- B
OF � QVINE A
SEE CHART FOR REQUIRED REBAR gU r P BO J EDN
AND FOOTING DIMENSIONS.
F4R C�NSTIR t� .
CITY OF LA QUINTA
QaoF�s NQC.
t' ~ C31925 A.
k
Exp. 12-31-2012
\F��
OF CA�A�
'Y' DROP-IN BAR
#6 STD JOINT
REINFORCEMENT @ 24" 0/C
(3 PLACES - 4 PLACES FOR 7
ti
8� 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
tWrl
NOTE.' PROVIDE #4 DOWEL &
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
Q
HEIGHT CHANGES
Do
.
O
O
b
7Y' DOWEL @ CENTER OF
CMU.
jjj;,� LEVEL GRADE BOTH SIDES
/—
#4 HORZ CONT.
N
~ n1
NOTES.-
1.
OTES:
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90.
Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE WV. k = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 60. PROVIDE 48 MR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO I/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENT'S.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOO77NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPEC77ON TO BEAFTER FOOTING TRENCHES ARE
READY FDR CONCRETEAND ALL REQUIRED 57FEL IS 77ED M PLACY .
SECOND INSPEC77ON TO BE WHEN THE REQUIRED VER77CAL ISM
PLACEAND 7HE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 40'01C. 20'01C FOR
\\ WALLS TO BE MORTAR WASHED—OR STUCCO COATED.
'W' CONT. FOOTING L�
- B
OF � QVINE A
SEE CHART FOR REQUIRED REBAR gU r P BO J EDN
AND FOOTING DIMENSIONS.
F4R C�NSTIR t� .
CITY OF LA QUINTA
QaoF�s NQC.
t' ~ C31925 A.
k
Exp. 12-31-2012
\F��
OF CA�A�
CHART FOR 6.' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX'
owl
DESIGN
WALL.
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 40" 0/C 33"
#4 @ 40" 0/C
U V
6'-0"
11-9"
36.0/C - 18' cMu
L
36' 0/C - IB' CMU
W
8" -- 8"
U)
M W
#4 @ 40" 0/C 33"
#4 @ 40" 0/C
Q0
6�'-8"
1'-10"
36' 0/C - 18' CMU
36' 0/C - 18' CMU
ZW
. --L
9 9n
LU
E
= cn
#4 @ 32" O/C
#4 @ 32" 0/C
CL��/�
7�-4"
2'—ON
27' 0/C - 16' CMU
27' 0/C - 18' CMU
V♦
--�33"
10" 10"
co C9
#4 @ 24" O'/C-33"
#4 @ 24" 0/C
8'A"
2'-3"
18' o/c - 18' CMu L36.
o/C - IB' CMU
L ® EACHSIDEOF
/T W/ 04 DROP-IN 81R
CONE. FOOTING
FOR 57DEYARD RE7URN WALLS WHERE
DWMGESWALE OCC7 W, A 1/2 BLOCK
NAY LEFT OUT ® SWALEGRADE. PROVIDE'
04 DOWEL AND 04 DROP-IN BAR ON EACH
SIDE OF THE 1/2 BLOCK OWN - AS
SHOWN.
icivi�iaciosvr
moor wlu W/RQMaeam
FM APf•"'
a lar aM.0 MP AS MQ VM
RfOl1OE1.NAL WM9 MuNr N)
�fAR NION=
1 NMYIL CGIG OenTi7N-N'tOVlaE7/•
t� NW.WMDNNMAIX 3'OEW /A]M
NfJtA(t SVt(Ie �-
mn:xrinmC'
QL
G, OF SFE oEP-t.
gU1LD1NG & Sp
AP OREDN
.�RUGT1�
FpR G
gY
I DA
CITY of LA QUINTA
C31925
*; Exp. 12-31-2012
OF CA% -i
=®
ORCO STANDARD 6' TO S' CMU SITE WALLS
{ { S' TO DAYLIGHT
t�BH _I
CONK
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
C17Y of La Qb
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH = 2000 PSI Cal 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONRY COMPRESSION STRENGTH.
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES:
STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 9D.
2. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-1/2
W
Y DROP-IN BAR
PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/1
C7
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
a
TO A57M C 150 TYPE ll/V. k = 2500 PSI
STD JOINT
� NFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
Zt
RE
REINFORCEMENT @ 29" 0/C
A RADE 60. PROVIDE 48 BAR DIAMETER LAP,
(3WA S • 4 PLACES FOR 7'
' WALLS). USE #5 SOD.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK. CELL IN
T
FOR SLUMP BLOCK
WHICH ITIS LOCATED.
Llj
NOTE:• PROVIDE #9 DOWEL 8
5, CONCRETE BLOCK SHALL BE LAYED IN A RUNNING -BOND
#4 DROP-IN B4R AT EACH
SIDE OF CONTROL JOINTS,
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
=
ENDS OF WALLS AND @ WALL
6, ALL BLOCK CELLS CONTAINING VER77CAL REBAR SHALL BE SOLID
4
HEIGHT CHANGES
GROUTED.
a0
7. USE TYPES MORTAR PROPOR77ONED U5INGAS7M C270 PART
CEMENT 871/2 PART UME TO 4-1/2 PARTS DAMP, LOOSESAND.
4
.* DOWEE: @, CF, NTER OF
b
mcmu.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PAR75 SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WE;47HER CONDITIONS ARE FAVORABLE AND BLOCK.
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENT.S
9. SLOCKSTEM MAYBE WET -SET 1-112n INTO THE FOOTING WHILE
SETHACK . SEE CHART
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
e
EITHER EDGE OF THE TRENCH TYPE F0077NG.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
EI 1
NATURAL SOIL OR ON COMPACTED FILL WITH MINIMUM
2
.. sir.°i-Ilrt'r
COMPACTION OF 90 96.
IMAX.
11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
Ell
PLACE AND THE BLOCK( WALL 15 READY TO GROUT.
~
CCC333
12. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR
#4 HORZ. CONT.
WALLS TO BE MORTAR WASHED OR STUC O COATED.
{ { S' TO DAYLIGHT
t�BH _I
CONK
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
C17Y of La Qb
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
AWMEWMN.uvNWMW N)'
4G4t(wnvsoit-
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
#4@ 40" 0/C
#4 @ 40" 0/C
6'-0"
2'-0"
jD+I'-9"
U U
36. 01C - I8' CMU
36• o/c - Ie• cnu
W
►n W6_a
n
#4@ 40" 0/C
#4 @ 40" 0/C
2'.-2"
ID+I'-9"
Q
36' 0/C - 18' CMU
36' O/C - 18' CMU
Q
Z W
LU
2 NN
7'-4'
2 =4
ID+I'-9"
#4@ 32" 0/C#4
@ 32" O/C
N
zT o/c - 18• cMu
27• O/C - 18• CMU
U
co#4@
24" 0/C D+I'-9"
#4 @ 24" 0/C
8'�0"
2'-6"
(
18' 0/C - IB' CMU
36' O/C - 18' CMU
FOR SIDEYARD RETURN WAILS WHERE
DRAINAGE SWALEOMMES, A 1/2 &OIG(
MAY LEFT OUr ® SWALE GRADE. PROVIDE
-04 DOWEL AND 04 DROP-IN BAR ON EACH
SIDE OF THE 1/2 &OG TOWN - AS
SHOWN. I.
ICI SIDE OF
04 DROP-IN 54R
0 0
o. o..:. p. o. •.:o • i- .
� FOOTING
CITY OF LA Q
9
M!ia r.- J
Q7Ni�C7Coqu. /'4'
ft= MU W/RONFUMM
FR anRRs
NAM2RWG°MPF RE"-
AWMEWMN.uvNWMW N)'
4G4t(wnvsoit-
p
MI
o..
=
QaOFESS/
S�'°
~ C31925
. \ Exp. 12-31-2012
C
aF' CAL \F
ORCO 6' HIGH WALL WIZ -0" TO 4'-0" RETAINING
FOR 85 MPH WIND 3 SEC. GUST @a EXP C
OROO 6916 OR 6616 CMU
GROUTED ONLY 0 VERT STEEL
DESIGN CRITERIA: PER 2010 CBC
1. SOIL BEARING PRESSURE -1200 PSF+ 1/3 INCR. FOR WIND
OR SEISMIC EQUNALEAT FLUID PRESSURE - 45 PSF PER TABLE
16104-1
2. ALLOWABLE LATERAL PASSIVE PRESSURE -150 PSF.
3. GROUT STRENGTH =1000 PSI fl 28 DAYS.
4. REINFORCING STEEL: (RADE 60.
S. SEISMIC • 1 SEC. ACCELERATTOIN - 70 %.
6. 1500 PSI MASONRY COMPRESSION STRENGTH.
A''
'B'
#4 VERT DROPRIN BAR ® 32' 0/C
NOTES:
'K'
2'-0'
PROVIDE 24" LAP INTO 9X16 CMU
#4032' 0/CX33'
E
#4®32' 0/C 27'
N/A
STEM BELOW
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. ORCO STD. '
12'
6' i-
#6 STD JOINT REINFORCETMRff
PRECISION BLOCKMAY BE USED.
Q
#4®32' 0/C I41' .
L
@ 24'. 01C (3 PLACESA
2. CONCRETE FOR FOOTING SHALL BE 1 PART GEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2
b
12'
GALLONS OF WATER PER S40C PORTLAND CEMENT SHALL CONFORM
NOTE. • PROVIDE #4 DOWEL 6
TO ASTMC 150 TYPEIL/✓. Fc - 2500 PSI
#4 016 55.
4,
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
3. REWFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
P'
6'
ENDS OF WALLS AND @ WALL
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
3'-9"
#4@16' 0/C 57'
L
HEIGHT QNANGES
4. REB4R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
12'
WHICH n IS LOCATED.
S CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND
04 HORZCONT. ® 24 O/C
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED,
LEVQ B901F/LL .USF!VAY7VE
7. USE OBP TYPE S MORTAR PROPOR71ONED USING ASTM C270.1
BACT(FIL='PETt bUllS EE1'Qi!•
.:...:. .. ...
PART CEMENT TO 1/2 PART LIME TO 4-1%2 PARTS DAMP, LDOSE
SAND.
-
8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3
I I Ii
PARTS SAND (GROUT MAY CONTAIN 2 PARIS 3/8" PEA GRAVEL IF
-I
WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED
CELL SIZE LS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER
SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT
.ZtSEGREGATION
OF THECONSTTUENTS PER ASTM 476.
C DOWEL EDGE Of 8'CMU
9. BLOCK STEM MAYBE WET --SET l-I/2"INTO 771E FOOTING WHILE
THE CONCRETEIS PLASTIC. BLOCK STEM MAY BE PLACED TO
ErTHER EDGE OF THE TRENCH TYPE FOOTING.
4'01A. SDR 35 PERF PIPE W/ 1 CF.
3/4" GRAVEL WRAPPED W/ MIRAR
10. F007ING MUST BEPOURED ON OR INFO UNDISTURBED '
•..
1-1: 140VV RL TER FABRIC -SIM TO DRAIN. NA7URAL SOA OR ON COMPACTED FILL W TH A MINIMUM
COMPAC ION OF90 %.
WATERPROOF BACKSIDE OF RETAINING
b
WALL
•• . • •
•��
11, FIRST IAFSPECT70N TO BEAFTER F0077NG TRENCHES ARE
,
RE40YMR CONCRETE AND ALL REQUIRED STEEL IS RED IN PLACE.
-'
t -I!
SECOND INSPECTION TO BE WHEN 771E REQUIRED VER77CAL IS IN
PEACEAND THE BLOCK WALL 6 RF40Y TO GROUT..
12. MAXIMUM CONTROL JOINT SY+AO� 4Q' 0(�C�OR�,O' D/CIF THE
1
WALL IS TO BE STUCCO C0A7FDu .
kk
`
D'B4R
C e � y Of u �t DEPT .
#4 HORZ. CONT. ®12 q0/C �1 LiDtjlvG & SAFE-�•�
TROP AND BOTTOM ASAYdW 1
P P Fk®� �tON
CONSTRUC
FOR
3" CiR. 7YP.
gY
i
DAT
CITY OF LA QUINTA
A''
'B'
'C' DOWEL
'D' BAR
'K'
2'-0'
2'-9°
#4032' 0/CX33'
E
#4®32' 0/C 27'
N/A
12'
6' i-
#4®32' 0/C I41' .
L
#4®32' 0/C 30•
N/A
12'
6' F-
#4016' 0/C 49'
#4 016 55.
4,
P'
6'
4'-0°
3'-9"
#4@16' 0/C 57'
L
#4016' 0/C 39'
6'
12'
6'r--