14-0363 (BLCK)r� -
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Applicant:
T4hf 4 4 "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
4
LICENSED CONTRACTOR'S DECLARATION
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: C29 License No.: 809220
i
Date: y'�—/ y -6mractori'—'
OWNER BUILDER DECLARATION
hhereby 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 I, 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.). '
I—) I am 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:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/02/14
Owner:
Application Number:
14=000003=6.3
Property Address:
52631 CAHUILLA CT
APN:
770-300-004- -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
3650
Applicant:
T4hf 4 4 "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
4
LICENSED CONTRACTOR'S DECLARATION
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: C29 License No.: 809220
i
Date: y'�—/ y -6mractori'—'
OWNER BUILDER DECLARATION
hhereby 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 I, 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.). '
I—) I am 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:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/02/14
Owner:
JONES DEVELOPMENT
52631 CZAHUILLA CT
=nn
LA QUINTA, CA 92253
1
aD'
fiQ�( 0
nov,
f
Contractor:
CIT( FIa QUINTA
ORTEGA MASONRY
FJ-Nr►cyot� �fiPT
���
31691 ROSEMARY
THOUSAND PALMS, CA
92276
(760) 912 -1726
Lic. No.: 809220
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I haveand 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 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, I shall forthwith comply with those provisions.
WARNING"IFAILURE 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
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 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
ofihis.county'-t6`nter upon.the above -mentioned -property for inspection purposes.
C- , ,
Datt Signature (Applicant
Application Number . . . . . 14-00000363
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 94.38 Plan Check Fee
.00
Issue Date . . . . Valuation
3650
Expiration Date 9/29/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
1.00 47.1900 LS MI RET WALL <=121, 1ST 100'
47.19
----------------------------------------------------------------------------
Special Notes and Comments
130 LN FTX 6 FT HT BLOCK WALL & 25 LN
FT X 4 FT RETAINING WALL PER APPROVED
PLANS & ANGELUS STANDARDS.PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2013
CBC.
------------------7---------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
120.12
Fee summary Charged Paid Credited
--------------------
Due
-------------------------------------
Permit Fee Total 94.38 .00 .00
94.38
Plan Check Total .00 .00 .00
.00
Other Fee Total 121.12 .00 .00
121.12
Grand Total 215.50 .00 .00
.215.50
LQPEIN1IT
Bin #
City of La Quinta
Building 81; SafM Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: L-9 _ 3�
Owner's Name: j'�5106�S ATdELOpIPV&A%r
A. P. Number:
Address: - Lbr Z Z C.4Hr[!,f cr 7 ll ad/'ro.
Legal Description:
City, ST, Zip: G� (g v/ T CA 9ZZ,-,;,-3
Contractor: Q TCG1Telephone:
/SoN L
Address:-3/-69/ X ds(5,47Ay G AIJC
Project Description: s
City, ST, Zip: -/W& U:S W p/EL /vl 5-. , iZZ 76
4,e-f7f/ 6 /1/6/41
Telephone: .
P e• %C0 S/ z-b 3
State Lic. # : Q 'A z
City Lie. #•:
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
}
onstruction Type: �-Occupancy:
State Lte. #:
Project type c rel ne) • New Add'n Alter Repairair Demo
Name of Contact Person:
Sq. Ft.#Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project: X31 Q 0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Pian Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" 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
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Mi
BLOCK Co' INC.
Slnce 1948
ANGELUS BLOCK. MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
.OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF BY
C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
i 2000psi.
1. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
S. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-O'o.c. OR 20'-O'o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL. CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET 5-5.1.
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.187Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC LOADING.
H' MAX. .._._..--.- -_....., ,w MIN. D'
TYPE PER S-2.0116- LONG CMU
'A' I #4024-O.C. 1 3'-0- 0'-7
2'-8"
3'-4'
2'-10' I 0'-10"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
q.w "e .91 eHng exec11.n '/n 195%'
6' High Wall 2' to 4' Retaining .
Toe -out Footing - C ® 85mph
6"/8" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
.5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
AT FENCE
'H' + 12"
FULLY GROUTED
DISTANCETO EDGE
-
6' WIDE (NOM.) CMU
NEARESTADJACENOF
w/-44 VERT. REINF.
OF BLOCKUR 70
FOUNDATION, DRIVEWAY,
SCHEDULE, LAP
®24'o.c. (16' LONG CMU)
s
=
BOULDERS, OR ANY
® CTR. OF WALLOTHER
v
0
F.G.
SURCHARGE IN
GROUT CELLS w/ REINF.
EXCESS OF 500lbs.
(L
WET -SET FIRST _
O
1
X
io
�
#4 HORIZ. 024'o.c. "
N
® RETAINING
2-#4 CONT.NFTG.jft
4'0 SDR 35 PERF. PIPE w/
CONT. CONC
BACKFILL-
1c.f. 3/4' GRAVEL WRAPPED IN
3' o
WELL GRADED, CLEAN
CONC. KEY
MIRAFI 140N FILTER FABRIC-
SANDS OR GRAVEL OR
SLOPE TO GRAIN. WATERPROOF
COMBINATION
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
8' WIDE (NOM.) CMU
FULLY GROUTED
E"
2}' OUTSIDE FACE
X' BARS PER
OF BLOCKUR 70
w
SCHEDULE, LAP
s
=
24" MIN,
v
0
F.G.
w
(L
WET -SET FIRST _
COURSE
#4 CONT.
N
2-#4 CONT.NFTG.jft
CONT. CONC
3' o
CONC. KEY
TYP'
TYP. 1 1
12" 12"
'W MIN.
PER SCHEDULE
C °C -)F1 .'
1 �''f� �..a �•-� � � p SCF ��
FOR CONS I ,W%T4 ED 5 -JO -13
i DF�rE Q
% BLOCK CO., INC.
�. Since 1948
ANGELUS BLOCK MASONRY FENCE -WALL SYSTEM
ESIGN CRITERIA:
DESIGN CRITERIA PER 2010 CBC'
ALLOWABLE SOIL BEARING PRESSURE = 1500psf
ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
COEFFICIENT OF'FRICTION = 0.25, COHESION = Opsf
CANTILEVER ACTIVE = 30pcf NO SURCHARGE
MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY.
USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
CITES:
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD–DRAWN STEEL
WIRE CONFORMING TO ASTM/A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS .(TONGUE–AND–GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
1. GROUT ALL CELLS WITH REINFORCEMENT.
INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
SEE DETAIL SHEET S-5.1.
.OADING
I. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.187Wt.
!. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC LOADING.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1S95 • Facsimile (626) 938-0485
engrneerfng excellence since 195�-
V 1-11wi 1 T w Gill L LV 't 1 1GLGi11 111 1V
Toe -out Footing - C ® 85mph
678" Wide CMU
OPTIONAL WALL CAP
.5
STD. LADDER TYPE
STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,–
AT
OURSE-AT FIRST COURSE. AND 24"o.c.
AT FENCE
MASONRY FENCE WALL SCHEDULE
REINF.WALL STEM 'X' BARS
I' MAX.
CM
TYPE PER S-7-0 16" LONG U
,w MIN.
g ,�
DISTANCE TO EDGE OF
'A'
4024'o.c.
3'-0"
0'-7"
2,-0"
'B'
4032"o.c.
2'-3"
NIA
FOUNDATION, DRIVEWAY,
rn
024"o.c. (16" LONG CMU)
w
BOULDERS, OR ANY
A'
4®24"o.c:
3'-3"
0'-7"
2'-6'
'B'
#4032"o.c.
2'-3"
0'-3"
EXCESS OF 500lbs.
N
3'-4"
'A'
4®16"o.c.
3'-6'
0'-9"
B'
4032"o.c.
2'-5"
0'-7-
TYP.
® RETAINING '
A
4®16"o.c.
3'-9"
1'-0"
-0.
'B' I
#4032"o.c. 1
2'-10"
0'-10"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1S95 • Facsimile (626) 938-0485
engrneerfng excellence since 195�-
V 1-11wi 1 T w Gill L LV 't 1 1GLGi11 111 1V
Toe -out Footing - C ® 85mph
678" Wide CMU
OPTIONAL WALL CAP
.5
STD. LADDER TYPE
STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,–
AT
OURSE-AT FIRST COURSE. AND 24"o.c.
AT FENCE
'H' + 12"
L"
02r*
g ,�
DISTANCE TO EDGE OF
OUTSIDE FACE
6" WIDENOM.
(NOM.) CMU
'X' BARS PER
OF BLOCK 70
OF VERT
NEAREST ADJACENT
SCHEDULE, LAP
w/ #4 VERT. REINF.
U
24" MIN.
FOUNDATION, DRIVEWAY,
rn
024"o.c. (16" LONG CMU)
w
BOULDERS, OR ANY
® CTR. OF WALL
7OTHER
SURCHARGE IN
COURSE
GROUT CELLS w/ REINF.
#4 CONT.
EXCESS OF 500lbs.
N
O
I
X
d
CONT. CONC. FTG.
#4 HORIZ. 024"o.c.
CONC. KEY
TYP.
® RETAINING '
4"0 SDR 35 PERF. PIPE w/ BACKFILL-
1c.f. 3/4" GRAVEL WRAPPED IN WELL GRADED, CLEAN
MIRAFI 140N FILTER FABRIC– SANDS OR GRAVEL OR
SLOPE TO DRAIN. WATERPROOF COMBINATION
BACKSIDE OF RETAINING WALL USC= GW,GP OR SW.SI
8" WIDE (NOM.) CMU
FULLY GROUTED
L"
02r*
g ,�
ABY, F0 P R
OUTSIDE FACE
'X' BARS PER
OF BLOCK 70
OF VERT
0
SCHEDULE, LAP
=
U
24" MIN.
rn
F.G.
w
CL
WET -SET FIRST _
COURSE
#4 CONT.
N
2–#4 CONT. —
CONT. CONC. FTG.
3" CLR. o
CONC. KEY
TYP.
TYP. ' 1
12" 12-
W
2'
'W MIN.
PER SCHEDULE
C €I -Y° 'rteF
:1_Ir+ ali 3 &
-ar-
g ,�
ABY, F0 P R
FOR CONS
(I
DATE 1
rvZI MADE BY ANDERSON` 'lulu IHE �F
E ON A REVIEW OF THE 'Fff�l`A€-c—e H
ONLY BE MADLD �y�
EHMEN \\ CTO
Cal Pei — /' POOL
Cal Palm
•� F'wus
`� HeOge
i
j +6
+5
CITRUS N( .
Cal Palm tf( CITRUS
EXI�fiNG 8'
LOT
89PROVED
PE=69.0
RESIDENCE
Co RUS
EXISTING +6
IN49'29'Z7"E 210. " WALL
`i
�•■ ■>, _ u
�-
�I'mc-mommi■■■
EXISTING GOLF COURSE II
TURF
30'-cr
I
REAR y,RD SETBACK
I
�i
i'
low
11
+o
13
Ficus
I
1
I
-5
EXISTING GOLF COURSE
TURF
I
WALL
I LOT
_
I t -
+5
CITRUS N( .
Cal Palm tf( CITRUS
EXI�fiNG 8'
LOT
89PROVED
PE=69.0
RESIDENCE
Co RUS
EXISTING +6
IN49'29'Z7"E 210. " WALL
`i
�•■ ■>, _ u
�-
�I'mc-mommi■■■
SITE PLAN
1/8"= 1'-0^
i
L D�
(ED) —
a 0 EL
i
i'
10 H +6
13
Ficus
10
• �F T
SITE PLAN
1/8"= 1'-0^
i
Ex
Ex
DNveway Lawn
CITRUS Olive
CITRUS CITRUR
O 0 QD� -0
.
I -
Lo
Irflll�
'°°ems' - 'f�: k•�v. 8 :Cj�fi.
3' ., GRAVE •��
II II 13 +
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