BWFE2019-025878-495 CALLS TAMPICO
C 0 at 4V Q
D.&
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2019-0258
Property Address: 77700 CALLE POTRERO
APN: 774283022
Application Description: TSAIE / 142LF OF GARDEN WALL AT PL
Property Zoning:
Application Valuation: $3,900.00
Applicant: ISH CORONEL - CORONEL ENTERPRISES INC D
42760 MADIO STREET INDIO, CA 92201 DEC 19 201
CITY OF LAQUINTA
DESIGN & DEVELOPMENT DEPARTMENT
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 Professions Code, and
my License is in full force and effect.
License Class: J License No.:
Date:._`2 -1"t - 1 `l Contractor.
a �_ CQ_
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 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).:
(_) 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.).
(_) 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 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
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/19/2019
Owner:
TSAIE ROSE LO CHAN / THE ROSE LO CHAN TSAI
TRUST
77700 CALLE POTRERO
LA QUINTA, CA 92253
Contractor:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
LIc. No.: 727199
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 w k for which this permit is issued.
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: BENCHMARK INSURANCE COMPANY Policy Number: CS15g14903,
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 sub to the
workers' compensation provisions of SecyivR370 f the LrBr Cvde, sharthwith
comply with those provisions. M
Date: 12 . k l- l `� Applican
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 Building Official 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 ofthis 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 of city to nter u the a v
mentioned property for inspection purposes.
Date: 2 _ `L— 1 Signature (Applicant or Agent):
Date: 12/19/2019
Application Number:
BWFE2019-0258
Property Address:
77700 CALLE POTRERO
APN:
774283022
Application Description:
TSAIE / 142LF OF GARDEN WALL AT PL
Property Zoning:
Application Valuation:
$3,900.00
Applicant:
ISH CORONEL - CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
Owner:
TSAIE ROSE LO CHAN / THE ROSE LO CHAN TSAI
TRUST
77700 CALLE POTRERO
LA QUINTA, CA 92253
Contractor:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
Detail: 118LF OF 6' GARDEN WALL, AND 24LF OF 4' GARDEN SCREEN WALLS [ORCO SPECIAL ENGINEERING SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF
CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE
PROPERTY OWNER. PER 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$16.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $136.85
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE 502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
W wv/i�1
- GGAI frhr DESERT -
PERMIT # �W F� 2-01 2 S G
PLAN LOCATION:
Project Address: •77 7DU
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
1 ] n C I. Al
Applicant Name:
Address: �-\°Z- ��.
City, ST, Zip:
Telephone: '7C O ,-7-7 S - l�
Email: \ �\ ..,
vim• �- �..
Valuation of Project $
Contractor Name:
�� r-� _
New SFD Construction:
Address: 91 O
/ \ \
t
Conditioned Space SF
City, St, Zip ��
CA
Garage SF
Telephone: -A0 77
1 a S Y
Patio/Porch SF
Email: ` f.
1 \\- d
Fire Sprinklers SF
State Lie: `7�;L-7 ( 1
City Bus Lie:
Arch/Eng Name:
Construction Type:
N Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms: Stories: # Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name: Z,'T" G •r
New Commercial / Tenant Improvements:
Address: - -1, Q LLS —eCTKz&D
Total Building SF
City, ST, Zip LA.m-t-A CA3
lZ
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
ORCO WALL SYSTEM
� STRUCTURAL CALCULAT10Ns
PREPARED FOR
77700 CALLE POTRERO
LA QUINTA, CALIFORNIA
�,w �r✓Za � - o z s8
Ty OF LA QUINTA
BUILDING DiV1SiON
REVIEWED FOR
CODE
COMPLIANCE
ENGINEERING STAMP APPROVAL I5 CONDMONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON DATE I
ALL ORCO WALL SYSTEM DESIGNS. I�r�1
NO. 83660
7t EXP.03/31,2021
s�4r CIv I �,7
F OF CA1 VF0
PREPARED BY
ORCO BLOCK & HARDSCAPE
11100 BEACH BLVD STANTON, CA. 90680
TEL. (714) 527-2239 FAX. (714) 897-1904
6'-8"HIGH ORCO WALL SYSTEM SITE WALL
ti
FOR 110185 MPH 3 SEC. GUST @ EXP C
DESION CRIT8R" PER 20JO CAG
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF.
2 ALLOWABLE LATFRAL PASSIVE PRESSURE - 150 PCn
3. GROUT STRENGTH - 2000 PSI @ 28 DAYS & RETNFORQNG STEEL: GRADE 60.
A SEISMIC -1 SEC. ACCELERATION = 100%.
S. MASONRY COMPRESSION STRENGTH f m = 2000 PSI.
-dOPTIONAL FLAT CAP
GENERAL NOTES:
#4 HORZCONT. AT TOP 1. CONCRETE BLOCK SHALL BE ORCO MANUFACTURED WHICH
CONFORMS TO ASTM C 90. WEDGELOCK BLOCK, SLUMP BLOCKAND
SPLT MACE BLOCKAREACCEPTABLE.
ORCO 6816 OR 6616 CMU 2.
CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-112
GROUTED ONLY @ VERT 57FEL
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPEAIV.. Fc = 2500 PSI
NOTE.
3.
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM
PROVIDE #4 DOWEL & #4 DROP -IN
A 61S GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
BAR AT EACH SIDE OFCONTROL
JOINTS, ENDS OF WALLS AND
4,
REBAR SHALL BE CENTFRED IN THE CONCRETE BLOCK CELL IN
WALL HEIGHT CHANGES
WHICH IT IS LOCATED.
!
5.
6.
7.
04 VERT DROP -IN BAR @
14" O/CAT CENTER OF CMU.
B.
9.
#6 STD JOINT
REINFORCEMENT @ 14" 01C.
10.
04 DOWEL @ 14" 01C
@ CENTER OF C:MV
33" L
I1.
12"
12.
LEVEL GRADE BOTH SIDES
CONCRETE BLOCK SHALL BE LAID IN A STACK BOND PATTERN
WITH VER7TC4L CONTINUITY OF THE CELLS UNO,
ALL BLOCK CELLS CONTAINING VERTICAL RESAR SHALL BE SOLID
GROUTED.
USE TYPES MORTAR PROPORTIONED U51NG ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
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 FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGA7TON OF THE CONSRTUENTS.
BLOCKSTEM MAYBE WET -SET 1-1/2"INTO THEF007ING WHILE
THE CONCRETEIS PLASTIC. BLOCKSTEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
FIRST INSPECTION TO BEAFTER F0077NG TRENCHESARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READY TO GROUT.
MAXIMUM CONTROL JOINT SPACING:10' O/C
04 024"O/C, 27"
ENGINEERING STAMP APPROVAL IS CONDIRONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGN.1
• ¢�o �(�FtDUGO 4� R
04 HORZ CONT. ti4r V $.
922.OIC
TOP AND BOTTOM .
2'--9" CONT. assHO�H'^yL ' w r w r S �fi D A
CI / / OF LA QULNTA * EXP603 31//2021
83660
NOTE: DIMENSIONS ARE NOT TO SCALE 77700 CALLE P07RERO s C �Q
LA QUINTA, C4L MORNM �4 p V !L
R OF CALIL
ORCO WALL SYSTEM FORCES PER 2019 CBC CHAPTER 16
L h Qur ,,�.4 . C' A
WIND FORCES TO WALLS PER ASCE 7-10 SECTION 29.4
CHECK WIND FORCE CALCULATION FOR BASIC 85 MPH 81 95 MPH 3 SECOND GUST SPEED EXPOSURE C CONDITION
- - -.c i iv VI IMPTLn 297 iiilvD LOADS q U.'SIING SECTION' 29.3.2 TO FIND THE 3 SEC. VELOCi I T PRESSURE QN.
QH= 0.00256 KZ KZT KD V2... (29.3-1), WHERE: KZ = 0.57 FOR EXP B AND KZ = 0.85 FOR EXP C
FROM TABLE 29.3-I: KZT = 1.0 DEFAULT PER SECTION 26.8-1 81 KD = 0.85 FROM SECTION 26.6-1
THEREFORE, FOR 85 MPH a 95 MPH 3 SEC. WIND GUST SPEED:
QH=(0.00256)(0.85)(1.0)(0.85)(110)' = 22.4 PSF a QN =(0.00256)(0.85)(1.0)(0.85)(120)' = 26.6 PSF
NOW USING SECTION 6.5.14 FOR SOLID FREESTANDING WALLS: FH= QH G CF A6..(29.4-1), WHERE: G= 0.85 FROM SECTION 26.9.1
CF = 1.40 PER FIGURE 29.4-1 USING AVERAGE ASPECT RATIO (WALL LENGTH TO HIGTH) OF 2.
NOTE: CF RANGES FROM 1.48 FOR A 5' WIDE RETURN WALL TO 1.3 FOR A 60' PANEL.
THEREFORE: FOR 110 MPH : (22.4 PSF)(0.85)(1,4) A. . 26.7 PSF 8 FOR 120 MPH - (26.6 PSF)(D,85)(1.4) 4 = 31.7 PSF
WIND FORCE FOR
EXPOSURE C CONDITIONS
V„LT IN MPH
100
1 110
120
130
140
150
ON 0.00256 K, K,r K. I
WHERE K,= 0 85, K,r= I,O, K,= 0.85
18.5 PSF
22.4 PSF
26.6 PSF
32.2 PSF
36.3 PSF
41.6 PSF
F. - WIND FORCE PER SO. FT.
F. . O„ G C, A. PER SECTION 29 4-1
22.0 PSF
26.7 PSF
31.7 PSF
38.4 PSF
43.2 PSF
49.5 PSF
WHERE G20.85 AND G' 1 4 AVE,
F. = WIND FORCE BY USING 0.60 LOAD
78
85
93
101
108
116
FACTOR PER CBC 1605.3.1 EON 16-5.
PROJECT SITE WIND ZONE: VOLT = //d MPH EXPOSURE C
THEREFORE WIND FORCE = 2G,?- PSF F-
SEISMIC FORCES PER 2019 CBC (ASCE 7-10 SECT. 15.4.1e
FOR NONBUILDING STRUCTURES:
- FREE STANDING WALLS AND PILASTERS
- PROJECT SITE CLASS D
- FUNDAMENTAL PERIOD T GREATER THAN 0.06 SEC
CALCULATED USING EQUATION 12.8-7 AND TABLE 12.8-2
'Rof SS10p�
44igF,0y�SF:1c 1 tay
w �
'B S
NO- 83660 3
* EXP, 03/31/2021
9 qjF OF CA 4F O�'atio
PER EON. 15.4-2, SEISMIC BASE SHEAR FOR FLEXIBLE NONBUILDING STRUCTURES NOT SIMILAR TO BUILDINGS:
V= ((0.80)(SI)/(R/I)] W , WHERE I = 1.0 & FA = 1.1 FROM TABLE 11.4-1 B R = 3.0 FROM TABLE 15.4.2
SEISMIC FORCE FOR I SEC. PERIOD CONDITIONS
S, FROM FIG. 22-2
60
70
1 80
90
100 i 110
V = [(0.80)(SI)/(R/I)] W
0,22w
0.24w
T0.25W
0.27w
0.30W j' 0.32W
PROJECT SITE SEISMIC INFORMATION: SI = boo a V =6.3 W
CMU WALL WEIGHTS PER SQ. FT.
BLOCK TYPE
6' CMU W/ JOINT REINFORCEMENT
8' CMU
PILASTER
GROUTED * 0/C
48'O/C
40'O/C
3210/C
24'O/C
16'O/C
32'0/C
24'O/C
16'0/C
SOLID
SOLID
WT. PER SO. FT.
34 PSF
35 PSF
37 PSF
39 PSF
45 PSF
48 PSF
52 PSF
60 PSF
80 PSF
160 PSF
THEREFORE SEISMIC FORCE IS: V = (0.3 )( 31 PSF) = //,? PSF
Project Name/Number : city of la qu
ORCO Block & Hardscape Title City pf La Ouinta Page: 1
11100 Beach Blvd Dsgnr: GV Date: 18 DEC 2019
Stanton, CA 90680 Description....
Tel. (714) 527.2239 (01) 6'-8' High wall
This Wall in Fie:
- orco block company�documentslretainpro project files
License; KW-06059401
License To. ORCO BLOCK COMPANY, INC
Criteria
Retained Height =
0.33 ft
Wall height above soil =
6.33 it
Slope Behind Wall =
0.00
Height of Soil over Toe =
4.00 in
Water height over heel =
0.0 ft
Surcharge Loads
Surcharge Over Heel =
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe -
0.0
Used for Sliding & Overturning
Axial Load Applied to Stem
Axial Dead Load =
0.0 Ibs
Axial Live Load =
0.0 Ibs
Axial Load Eccentricity =
0.0 in
Design Summary
Wall Stability Ratios
Overturning =
1.66 OK
Sliding
2.15 OK
Total Bearing Load = 818 Ibs
...resultant ecc. = 11.91 in
Soil Pressure @ Toe =
1,426 psf OK
Soil Pressure ® Heel =
0 psi OK
Allowable =
1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
1,997 psf
ACI Factored @ Heel =
0 psi
Footing Shear @ Toe =
5.6 psi OK
Footing Shear @ Heel =
1.2 psi OK
Allowable =
75.0 psi
Sliding Calcs
Lateral Sliding Force =
141.2 Ibs
less 100% Passive Force = -
58.3 Ibs
less 100% Friction Force = -
245.3 Ibs
Added Force Req'd =
0.0 Ibs OK
....for 1.5 Stability =
0.0 Ibs OK
Vertical component of active lateral soil pressure IS
NOT considered in the calculation of soil bearing
Load Factors
Building Code
CBC 2019,ACI
Dead Load
1.200
Live Load
1.600
Earth, H
1.600
Wind, W
1.000
Seismic, E
1.000
Cantilevered Retaining Wall
Soil Data
Allow Soil Bearing
= 1,500.0 psf
Equivalent Fluid Pressure Method
Active Heel Pressure
= 45.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density, Heel
= 115.00 pcf
Soil Density, Toe
= 115.00 pcf
FootingIlSoil Friction
= 0.300
Soil height to ignore
for passive pressure
= 12.00 in
Lateral Load Applied to Stem
Lateral Load =
0.0 #/it
...Height to Top =
0.00 it
...Height to Bottom =
0.00 It
Load Type =
Wind (W)
(Strength Level)
Wind on Exposed Stem =
26.7 psf
(Strength Level)
Code: CBC 2019,ACI 318-14,TMS 402-16
Adjacent Footing Load
Adjacent Footing Load =
0.0 ibs
Footing Width =
0.00 ft
Eccentricity =.
0.00 in
Wall to Fig CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
at Back of Wall
0.0 ft
Poisson's Ratio -
0.300
Stem Construction
Bottom
Design Height Above Ftg ft =
Stem OK
0.00
Wall Material Above "Ht"
=
Masonry
Design Method
=
LRFD
Thickness
=
6.00
Rebar Size
=
# 4
Reber Spacing
=
24.00
Rebar Placed at
=
Center
Design Data
fb/FB + fa/Fa
=
0.509
Total Force 0 Section
Service Level
Ibs =
Strength Level
Ibs =
172.9
Moment.... Actual
Service Level
ft-# =
Strength Level
ft-# =
591.1
Moment..... Allowable
=
1,159.4
Shear..... Actual
Service Level
psi =
Strength Level
psi =
7.4
Shear..... Allowable
psi =
80.5
Anet (Masonry)
in2 =
23.38
Rebar Depth 'd'
in =
2.75
Masonry Data
f'm
psi =
2,000
Fy
psi =
60,000
Solid Grouting
=
No
Modular Ratio 'n'
=
16.11
Wall Weight
psi =
48.0
Equiv. Solid Thick.
in=
4.10
?�a.Ess,ov,
Masonry Block Type
=
Normal Weight
�gRDU�p` •.
Masonry Design Method
=
LRFD
�e4
k`f
Concrete Data
fi
- a -0 i
f'c
psi =
a o A
Fy
psi -
NO 83660 D
* EXP 03/31/2021
9TE C t V t \' P
OF CAL'i
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TELEPHONE SERVICE.
T.V. CABLE SERVICE.
ELECTRIC METER & 200 AMP MAIN
DISCONNECT & MAIN PANEL WITH # 4/0
REBAR UNDERGROUND WITH ACORN
CLAMP CONNECTED TO COLD WATER PIPE
& BOND TO GAS PIPING SYSTEM
24" BOX 0 24" BOX
SHOESTRING ACACIA THE BLUE PALO VERDE
(ACACIA STENOPHYLLA) (CERCIDIUM FLORIDUM)
I"
PINK FAIRY DUSTER
(C.ALLi NDPA ERIOPHYLAI
GENERAL SPECIFICATIONS
GENERAL NOTES
GENERAL SYMBOLS
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EXISTING RESIDENCE
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oolm :774-283-021
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MINIMUM (1) ONE % SWALE MINIMUM (1) ONE %
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----------
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Nr'! I riJOF� f 2" ASO11_ DATUM POINT At
TP10 ^Q rtiCA Af' rm=0I INC f5F I CIT
PROPOSED
BEDROOM
` HOUSE
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AF :.:'774 --283 -a22 w
PAT}TUq.83
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!(DECOMPOSED GRANITE)
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NOTE:
DRIVEWAY APPROACH: REQUIRES SEPARATE
PERMIT AND INSPECTION BY CITY OF LA
QUINTA PUBLIC WORKS
THE DEVELOPER/CONTRACTOR/OWNER
IS RESPONSABILE FOR THE VERIFICATION OF
EXISTING CURB (OR EDGE OF STREET
PAVING IF NO CURB EXISTS) LOCATION
FROM PROPERTY UNE(S) WITH THE PUBLIC
WORKS DEPARTMENT.
�—WMORED ADDRESS LIGHT
(NO SWITCH) ILUMANMED
BURRING ADDRESS NUMBERS
TO BE A MINIMUM OF 4" HIGH
CALLE PDTI ERO MINIMUM U.N.O.
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REVISIONS:
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BUILDING DIVISION
REVIEWED FOR
CODE
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LOT AREA:
4,914.15 SQ.FT.
100.0 %
LIVING AREA:
1,719.0 SQ.FT.
36.1%
GARAGE AREA:
522.0 SQ.FT.
10.6 %
HARDSCAPE AREA:
± 922.0 SQ.FT.
18.7 %
POOL AREA:
350.0 SQ.FT.
7.1 %
LANDSCAPE AREA:
1,401.0 SQ.FT.
28.5
o �
Site Plan ya
201 B P / HG /Velasco
I DRAWN: S.L.C.
DATE: 02I28/79
SCALE: AS NOTED
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