BLCK (13-1417)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 13-0000141.7
Property Address: 81850 MOUNTAIN SPUR DR
APN: 767-200=999-28 -312024-
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 8750
Applicant:
Architect or Engineer:
•4 6'{�II/INfI�/
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
-------------=------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury t am lic sed nder provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the sir!= an P fes onals Code, and my License is in full force and effect.
License Clas C2)9— �Licensel\lo.: 370756
Date/ Contracto
�j OWNER -BUILDER DECLARATION .
1 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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _) 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 _ 1 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.).
f _ 1 I am exempt under Sec. B.&P.C. for this reason
Data:
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:. .
DESERT ESTATES DEVELOPMENT
78401 HIGHWAY 111, SUITE X
LA QUINTA, CA 92253
(760)777-9920
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: . 11/05/13
11D/a\U
Contractor:
PULLIAM MASONRY, JOHN I NOV ®6 x19
36535 OAK RIDGE DRIVE
YUCAIPA, CA 92399
(951) 940-4441 CRYLA QUINTA
Lic. No.: 370756 FINANCE DEPT
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 ZENITH INS CO Policy Number 0071291203
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manne� cc -su ' ct to the workers' compensation laws of California,
and agree that, if I.should be ubje to the workers' compensation provisions of Section
37 of therntl.:
or Cod she h th comply with those provisions.
Date: Applic
WAR NG/, FAILURE TOSECUREWO KERS 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
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 such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and Cn4__
fo atio s correct. I agree to comply with all
city and county ordinances and state laws recoon and hereby authorize representatives
of this coun to enter upon the above-mentiec[io urposes. -
Date 3 Signature (Applicant or
I
Application Number . . . . . 13-00001417
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit -Fee . . . . 75.79 Plan Check Fee
'. .00
Issue Date Valuation . . .
. 8750
Expiration Date 5/04/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL; FIRST 100 LF'
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
----------------------------------------------------------------------------
Special Notes and Comments
161LF OF'6' GARDEN AT NORTH SIDE OF THE
PROPERTY [ORCO SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO; PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2010
CALIFORNIA BUILDING CODES.
--------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
--------------
1.00
Fee summary Charged Paid Credited
Due
-- ---------- ---------- ----------
Permit Fee Total 75.79 .00 .00
75.79
Plan Check Total .00 .00 .00
.00•
Other Fee Total 1.00 .00 .00
1.00
Grand'Total 76.79 .00 .00
76.791,
Bin #
City Of La Quinta
Req'd
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit.#
PERMIT FEES
La Quinta, CA 92253 - (760) 777-7012
Plan Sets
Building Permit Application and Tracking Sheet
J .� �
Owner s Name: S
A. P. Number: — ,0--
Address:29 t / x
Legal Description:
City, ST, Zip:3
Contractor:
Telephone: Q
Reviewed, ready for corrections
..�::�•'#>>>;;:;:;:;:
Address: of L f IeI4
Project Description:
City, ST, Zip:
Telephone:
Plan Check Balance
State Lic.
City Lic. #•:
Arch., Engr., Designer:
p
Address:
>r.
City., ST, Zip: .
Flood plain plan
Telephone:
:«:a' <`:<s> .<.'.> ? ::;: ; :: <:?< >'<::.
Construction Type: Occupancy:
i\•S.
.
State Lic.
:.:
tYPa circle one) New Add� n
Alter R;;.<.{roject e air Demo
Name of Contact Person y
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project: g �;
APPLICANT: DO NOT WRITE BELOW THIS LINE
5�
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Title 24.Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
20°.Review, ready for corrections/issue
Electrical
Subcoutactor 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
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
Schodl Fees
Total Permit Fees
t
- _ -
i .....r..... :,.+301 ^� _ _
ABISCUIT WAY C e � i� I
13)ao' 1 ^ . ; Tc wz.73 ; -
1s+30 ,
TC 1g].li 0.9 83.30
TC .e2' ] _ �iC .B
i __'_8661_'__ �_jpSW-
FF-
I .83 62 1 TC 183. - -
. _-__._-___ g 12' 1 :' 1 80.011 � .,♦ Ifi 68,w 17+Op�'.^--- E44 2 I -
-( ..-._-_--•._ -w0. 180.9
i 2+oR Sp VC y _ ..... 80.18' _ g T ♦ r . : � 90.50 ,. C B7 t 0 ... 190.BJ PE -482.8
129.78' 6 1w 188.60 :! t _
.I i ,
_ I i
I , I
i
9TC 180.87
eo ! I 'i (, i I i , ,, i .I i. _•-'j'�^ 2.?4 G +� -c i .?,. ....,
'tnLPNo"a¢.ryoo y -
i t �� /+Ni I / I I-78 ♦{ 11 u IFF -483.10
: 1 ' ` so•
VC I I,_ d ° RE•482.8 t j1i __ - - '
III i I r✓ -yl ti woes ')
I ---r- - '44 I, 45' I 4 47 ) �_._i (1 I f I Im ; w9.30
FFT185.1LV; I FF•484.60 - 48i 49 I, ; m wl.
/�• - FF -485.50 i- PE•464.Q_I PE -464.1 i FF•484.20 -
2 FF -485.60; T PE -485.0 PE•483.7, !FF -483.80 ; FF•483.30
FF -p83.50' i
PE -485.1 . i a 1 I 1 t PE -483:3 ? PE -482.8 �[[t FF -G82.70 I' I ! vNAsE 1u(c �'y ' 8 _ I
1. PEF4l�5.0 I. I. .' i 10 unlmi I j ! IC ISTING
PE -L82.2 il8 f 18 V .¢ F
FF 483.50 ' I * au.0 a
- - - PE 483.0 IFI
e0. ... _
x -{ I I.
80.2 ��Q:LINB I _
K. PMASE1
130.30'
t 1' , IX1E NE uNE 1EXISN(G i I I ,� +'' • 10' i I 10• .zo'• ss' • ' l_ r 043 •! i I I ,
- /- PU� 37 PUE .PROP. 6 PERIYEiER
-_ _ 5 3 , 5 2 'Vl '5 I 136• PFA sEPARATE PERMIT < ' .3• I ` �u(� ; i' 17•.
---
- J. n l x'14 1 '^ - ,9• IB' i -,
5 Jam$ _ _ �_.• = VV 1 a FF -484.50 I 5Q�
au t - 5 5 FF -485 30 i FF -484.90 PE 48410.. 8, 4 b2 •N : = „?- ! / ! '� I
FF -487.10 I? FF -488.70 ' R ' FF -488.20. FF -485.70 d PE -484.8 i P,E-484.4 - - -8 � . FF -483.90 `•,W ws.4o
FF -488.70 FF -487.10 PE -485.2
- I 9 -iii
PE -488.2 PE -486.6' pE-488.6 PE�486.2 PE -486.7 r - I� I I :PE -483.4 w
l; F
----��°-- F 130.00• 1 0 Q
F TC ws.22 i 1 `� `• - w.is--• w3s7 v.7oo; 60. 0• I ,CI eo.00• ;'• fis.7.• j I I i. F... ,1 d , �'' q ! j
y i
i , �.•_�.-.,�- I [ i B.f .98' -T 6 TC wl IB TC X82
I
_ J.B r (,• - �� C 126.68' _ - - TG'i8.].98 - .3
__ 68. t7' TC .�. 80.02• 9().27 .. n. 2-..��14 D IL .]9 n - - i L2� L GB i t I .I I W%
T +
J F1L� - I �i b . i Cf
181.89 w4.5J 085.f8-- -; TC .7B O.S10I; _ x.15 CS �6 i - 17V00 2.2 98+00 TC .]t 1 g J $
U w196 TC -PVI - _ 13100 T �E5 O.SIOx\ TC w .99 0.0JOS w1.8t I-•--- / ' "
DAs.» b' Yc _4 _ -1� ' Ae1 - - - - - FF -483.90
r _
tN00
1I
] T
- 483.4
- __ _,_ 30 VC 5p• yG iTC 185.03 ' 0.5101 111.95 _ _ _ _ .
_ 91.09 -� 111.95'
..__.__ � _ _ \ \
o� - yy' �+i � �a',,'i I m ° PE- t 1 � g �I /. • � \ ll
-�'__ I F: \it :IB I ' �`" a
H1 x_98. 3' 118.62' I `�`�_•
i TC 185. 1 i _ i A I 130.30• TW w9.w
WI 2 FI f ' ;9r4_0
I i' + DETAIL •A•
_; # n1m1
U)! ExStlNG ; s
w- o ..r 6 - a
^- •;8 : 6, i li ... f i - • _ �Fk - .1 I 1 _+ti ' I - Ig '�I� "C
TBIT
F -I Fu•418FF-483.9'0PE-486.4 t PE•483.4FF-488.90 632
i FF -437.10 PE486.5:ZI 88F-48 0
E-4 FF -4885560I 189A
•488.8PEPE
4.4PE-4
o-
wti R80'
�.
,2V 60,
SCALE 1•=40'
16, vnD6 PROPOSED I f
• �� +�f:.. _ i , • _ / �� FAOESfiOAN TRAIL ! ,
EASEI(ENT
1 - I
137.97'
i 58.29'
t j B1.1B1 ' 131.50' 65.6YS 52.08 .; +p . I I II 1
C'`•
/{
- -Y. `gn7. nau TwviNO`� Talo r ^ k FF•483.60
YUL
9 ; -1ANOSCJiPE BANS FL L 1 FG3.B i'-ry �! $kl I PE-463.1BASIN NO. OBA
1 0489 1 IT- i• a o �� A73s /All,
100` C •'ae i -
1 .8 1 I I NUMBER BEARING DISTANCE
`TDA w9.,o u 1 i
P. 6' PERIMETER WALL 78.011• 1 ' r' L1 N 89.28'50' w 249
iEE A• w910 ) - ) L1 N e7J8'5t' W 2.9.01'
i I �/( �� _(��( //�/ /J\ 1 I
PER SEPARA PERMR I L3 N 00'2108 E 353.01
i I j T H Q tJ T Ll � (S OO 2 ' I PROP. Sw0i1L1ER •� / TW w9.10 i $EE' TOP I - U N 1707'59' W 0.78
(PER S R/iN5) 9: 3 , (s N 4rors9- W 18.50
r I DETA� A' u N as]e's4' W 153.00'
,,"FF -483.20 eLOT To
I
PE
i n 1 x '
N
�I NUMBDELTA RADIUS ARLENGTH TANGENT .
dROP-sro9Y DRAIN Ct 2510'03' 11&O33 500.00 908.52 307.46FF-485.10FF-(PER P.D. PIANS)
i
C2 09235 530. . .
a
• 8J7
,? PE -484.848 .6 PE -482.f
_ 8 * ,., C3 or23'40- 1030.00. 129.06
54.e2 o
i i , 3 • 'Tl" 00 '� ' �\ - -- •• •+ ' j". C4 11'54'43' 1300.00 260.29 130.87
CS 7U32 3-0 1000.00 149.OB 74.68 p
q , - - CIS IO58 ]9' 1000.00 19159 9&09
• i i o o { - RENq' , 7B- 7C - 1.1 f ' • / C7 11.14.33- 1000.00 204.94 10283
• - 483.8 I _ PFf1 LANDSCAPE PI,lrIS �\ I SWAY leis :81. I p 1 ' cC69 9028'38' ,03000 IB2.3B 91'116
/'"'!'�`�. .a<, F: / j ' n - �t ; • _ I I ( _ - BID 173055' 200.00 1w.41 n.B1NO
a
I Saim q
TC w13 10� \T' /S ,732 I td i
-r- -- retie s o: - re:e Y5 . - w,.Bz e(v N e o B0• w . e. - \ S
m
OUN_
...:.11.00-..
TAIN PUR DR
5
y> �,•\•^�79._5
117 " WS. ,30L
--. _ _ -
'201 i5' 480.82:.: -
0.
„ ....
PROP--;. PERIMETER w - _ PRO . SANDi11.TER BRAIN
.
-PER 3FP rPERMR- --- _.� S.D. PIANS -]:1-�
) .. (SEE S.D�• �PL,�IS_ \ H`! ' 5 � 1)
... ,. 11 1
--: 183 0 rw w9.00 181.0 TW .e9.00 wzo TM ao o ' ' TDA 4ei iu). r leo 5 I �0 *R1
L
t
.. ... .. 4850 rx .30
yB2 .:_.. _ py�
_....__.._. _. ''i i........... T.__..:. .- • � ' � � � ...' "' 1 T 8. ! f � � 0' w' W. 120' 160'
Y
1-
_ .. -. _ -
1 .-. ... ... ..... .. • . - __- SCALE 1 4D
WALL
i
m
-3- - -� ^Nd CITY of LA OUINTA16
u
Plan Set No.
ac 0 'lP OF CAM l.J7Cn w
8.0.8-C/L OF MONROE STREET TAKEN AS W21.06 -E PER R/S 38/92
NCH I PREPARED UNDER I SIN OF R.C.cN . DESIGN BY APPROVED BY. CITY OF LA OUINTA SHEET
NO. REVISIONS APPROVED DATE MAINIERO,SMITH AND ASSOCIATES,INC. MARK INDIO BM ®99 ELEV. 499.71 (NVCD29 + 500) _GG, JSA CRY OF (�l�l , CALFORNA
PLANNING / CML ENGINEERING / LAND SURVEYING R.R. SPIKE IN P.P. AT N.W. COR. AVE 50 AND MONROE ST. SKINLTURE 28401 LA DRAWN BY "
---RDBERrs-f� ,E V L 6.L DG Z>`
S-12-04 TRACT NO. 31202-1, 2, 3 " AND 31202 - RANCHO SANTANA F
• • 777 E. TAHQUITZ CANYON WAY. SUITE 301 MOTHY � SON. P.E. DATE ROUGH GRADING PLAN g
1 - _ PAL!/ SPRINGS, CALIFORNIA 922 62-70 6 6 �� CHECK BY PUBLIC WO (DIRECTOR, CITY ENGINEER SUBOMOING A PORTION OF THE NORTH I//2 OF SECTION 10.
• TELEPHONE (760) 920-9871 /PAX 929-7899 EKPIREs w/3,/os PRS RCE 4581] •E%PIRES 12/]t/OB .TOWN911P 6 SOUTH, RANGE 7 FAST, SMI BERNAROINO BASE AND MERIDWI.
S
1 - .
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT GAP _
DESIGN CR17ERIA: PER THE 2010 COC
I. ALLOWABLE SOIL BEARING PRESSURE 1500 PSF
t 2. ALLOWABLE LATERAL PASSIVE PRESSURE - ISO PCF
3. GROUT S7RENGTH = 2OW PSI @ 28 DAYS.
S. 1S00 PSI MASONRYCOMPhREWON STRENGTH - NO SPCL.
INSPEGT70N
6816, 6616, OR 6618 QNU
GROUTED ONLY p VERT NOTES'
STEEL
1. CYJNORETEBLOCKSHALL CONFORM TO ASTM C90. WEDGELOCK
BLOCk SLUMP BLOCKANDSPLITFACEOLOCXAREACCEPTABLE,
YDROP IN DAR
L CONCRETEFOR F007INGSHALL BEI PARTCLL NENT 872-1/2
PARTS54ND TO 3-.V2 PARTS GRAM WTTHA MAATMUM OF I-1/2
a GALLONS OF WATER PER S4CX 'PORTLAND CEMENrSNALL CONFORM
TO A5774 C 150 TYPE ITIV. FC = 2500 PST
2 #6 S70 JOINT
REINFORCEMENT CB 24'01c 3. REINFORCING STEEL SHAM BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7' A57MA 615 GAADE60. PROVIDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE 05 STD. 4. RE54R SHALL BE CENTERED IN THE CONCREM BLOCK CELL IN
FOR SLUMP BLOCK WHICH rrIS LOC471ED.
to N07EAROWDE 04 DOWEL A:
i4 DROP-IN 84R ATFACN S. CONCRETEBLOC7CSHALI BELAYED INA RUNNING BOND
SIDE OF CONTROL JOINTS, PATTERN WITH VER77CAL ClONTINUITYOF THE CELLS UNO..
ENDS OF WALLS AND ® WALL
Q HEIGHT CHANGES 6. ALL BLOCK CELLS REBAR SHALL BE SOLID
co GROUTED.
7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
Q ?!'AOwa::.'�?'L .OF CEMENT TO 1/2 PART LIME TO 4-1/2 PAR75 DAMP, LOOSE SAND.
8. GROUT FOR CONCREM BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PAR 7S SAND (GROUT MAYCONTAIN 2 PAR 73318"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLFAND BLOCK
UNOSSMUCIED CELL SIZE ISSUmCIENT TO ALLOW GOOD GROUT
FLON9. WATER SHAH BEADDED TO PRODUCE GOOD GROUT FLOW
W77HOUT SEGREGATION OF THE CONSIT UEN75
SEE CHART 9. BLOCK STEM MAYBE WET-SET 1-112-INTO THE FOO77NG WHILE
.. THE CTONCRM IS PLASTIC. BLOCK 5TEM MAY BE PLACED TO
v EITHER EDGE OF THE TRENCH TYPE F007TNG.
10. F0OT7NG MU5T Bf POURED ON OR INTO UNDISTURBED
III-2 NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
MAX COMPAC77ON OF 90%.
.41 4\.. 11. FIRST INSP.ECITON TO RF, AFTF,R F<M77N!_' TR) V!_Wf.F-k F
READ
CONCRM AND ALL REQUIRED STEEL ZS TIED IN
�r \ SECONINSPEMON 87 BEWHTHE REQUIRED VER7TCAL ISDN
�i PLAGEAND THE BLOCK WALL LS READY TO GROUT.
04 HORZ CONT. 12. MAXIMUM CONTROL JOINT SPACING: 40'0/C 20'01C FOR
:oi $ WALLS TO BE MORTAR WASHED OR STUCCO COO TED.
S' 70 DAYLIGHT
MIN, FOOTING DEPTH FOR Y TO DAYLIGHT
WALL 0 WALL 0 WALL
TOP 1 FT. SEwdc 2 Fr.. SET340C
2 701 .2'6* 2'0' -..
SEE CHART FOR REQUIRED RESAR 3 i ' 2'-0° =— i 0�
AND FOOTING DIMENSIONS a�
:QPENREYI!lJRW Jt�.LtSE. y p� S :f.1 �
CITY OF LA QUINTA 046 Raw .m
BUILDING & SAFETY DEPT. .A
O *... Eze.12;31=2014'
APPROVED t..
--- -----F-O R--C.O.N.S-T-R.0 C_T_LON--- --.-- oacv WZDECELL;4UMP.._ _ _F_ o f CAL
I
PATE• v (� 1I BY _
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND"----
iii
....
..
DESIGN
WALL
TRENCH
FOOTING
X' DOWEL
'Y' BAR
SPEED
HEIGHT
;
DEPTH
W-01.:#4@
2'-0.'
48" 0/C ID+2'-O"
#4 @ 48" 0/C
U U
"0"FOR 6'
48' 0/C FOR 6'
LLL
SLUMP BLOCK
SLUMP BLOCK
Ln
W
#4@ 48" 0/C ID+2'-O"
#4 @ 48" 0/C
40' 0/C F 6'
OR
40' O/C FOR 6"
Z W
SLUMP BLOCK
SLUMP BLOCK
W
#4@ 40" 0/C ID+2'-O"
#4 @ 40" 0/C
CL
32' O/C FOR 6'
SLUMP BLOCK
32' 0/C FOR 6"
SLUMP BLOCK
k... ...
8 ,-0
2'
#4@ 32" 0/C D+2'-0"
#4 @ 32" 0/C
24' 0/C FOR 6'
24' 0/C FOR 6'
1,7
SLUMP BLOCK
SLUMP BLOCK
NUlt: tfW 18"LONG BLOCKUSE9"INCREMENTREBARSPACING 7WT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPACING. FOR JX4MPLE.-
48" O/CSPACING FOR 16" LONG BLOCX REVER7S TO 45" O/C FOR
18" LONG BLOCK 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18'.' BLOCK - ETC.
.:mvpnzxar
_ ._ _ CIMlwIJgG.
FOR MVEYARD RETLfRNWALLS WHERE
OWVNAGESWALE OCaMET, A 4,2 &M
. .M4Yl6T OUT @ SWAfEGRADE. PROMO
04 DOWa AND #4 DRO"4IN 9AR ON E4LW
SIDE OF THE 1/2 XDCKDWN-AS
SROM.
CITY OF LA QUINTA
' L.
otmuemr
�mcw,wo�acwrauaazvr
iwna¢sma
ma,
FOOTING STEP DETAIL
�'..
iii
....
..
W .
K;
C31928`,
.;Eze. t2.�31-2biv