BPOL2014-103854120 Avenida Madero
BPOL2014-1038
78-495 CALLE TAMPICO TihtQumw 4 4 VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/20/2014
Application Number: BPOL2014-1038 Owner:
Property Address: 54120 AVENIDA MADERO SPRUNG, THOMAS & CYNTHIA
APN: 774193025 6322 BETTY LN
Application Description: POOL/SPA/BBQ AT REAR YARD WITH 22LF OF BLOCK WALL EVERGREEN, CO 80439
Property Zoning:
Application Valuation:
Applicant:
TESERRA
PO BOX 1280
COACHELLA, CA 92236
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: C-8, C27, C10, C29, C53 License No.: 656128
Date: 01Z,6 Contractor: EcT /e 14
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).:
(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.).
(_) 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. Q.
Lender's Name:
Lender's Address:
Contractor:
TESERRA
PO BOX 1280
COACHELLA, CA 92236
(760)398-9222
Llc. No.: 656128
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.
,4,1>2 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: _ Policy Number:
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.
Date: L ZB Applicant: _1U'd1fL f / /`liLr/IZEZ
WARNING: FAILURE 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 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 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 of this city to enter upon the above-
mentioned property for inspection purposes.
Date: /? /NzLl Signature (Applicant or Agent):,yID /I Ef I 1 /RFz
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT ,.
QTY, AMOUNT
-PAID,
PAID DATE
DEVICES, FIRST 20
101-0000-42403
0 $23.83
$0.00
PAID.BY
METHOD.
RECEIPT #
- CHECK #
CLTD BY
DESCRIPTION -
ACCOUNT
QTY
AMOUNT
PAID -
PAID DATE
DEVICES, FIRST 20 PC
101-0000-42600
0
$23.83
$0.00
PAIDBY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for ELECTRICAL: $47.66 $0.00
DESCRIPTION
ACCOUNT'
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.19
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.06
$0.00
PAID BY
METHOD
RECEIPT'#
CHECK #,
CLTD BY
Total Paid forFENCE OR FREESTANDING WALL $107.25 $0.00
.:DESCRIPTION
ACCOUNT
QTY
AMOUNT'
PAID
PAID DATE
SWIMMING POOL/SPA
101-0000-42404
0
$178.75
$0.00
PAID BY
METHOD
:RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SWIMMING POOL/SPA PC
101-0000-42600
0
$97.24
$0.00
- -PAID BY.
METHOD
RECEIPT #
CHECK # ..
CLTD BY
Total Paid for POOL/ SPA: $275.99 $0.00
TOTALS:•0 $0.00
Permit Number: BP6L2014-1038
Applied: 8/18/2014
Issued:
Status: APPROVED
Parent Permit:
Parent Project:
Approved:8/18/2014
Finaled:
Description: POOL/SPA/BBQ AT REAR YARD WITH 22LF OF BLOCK WALL
Site Address: 54120 AVENIDA MADERO
City, State Zip Code: LA QUINTA, CA 92253
Applicant: TESERRA
Owner: SPRUNG, THOMAS & CYNTHIA
Contractor: TESERRA
Details:
POOL, SPA, AND BBQ AT REAR YARD WITH 22LF EQUIPMENT AND PROPANE SCREEN BLOCK WALLS [DOUGLAS FERRELL ENGINEERING]
THIS PERMIT DOES NOT INCLUDE DRIVEWAY APPROACH. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER
INSPECTION. 2013 CALIFORNIA BUILDING CODE.
LIST OF
.
SENT DATE RETURNEDDUE DATE. TYPE CONTACT STATUS REMARKS
BATE
Review Group: BLDG IST (1WK)
8/14/2014 8/18/2014 NON-STRUCTURAL AIORTEGA APPROVED
ERI
s:
EWAY APPROACH REQUIRES SEPARATE PERMIT IF BEING REPLACED
Printed: Wednesday, 20 August, 2014 1 of 1 CR
SYSTEMS
Bin #
Permi
?J14f 0 %0*0
Project Address:
City ®f La QuIoalta RECraVED
Building 8t Safety Division
10� P.O. Box 1504, 78-495 Calle T'ampf AUG 14 2014
La Quinta, CA 92253 - (760) 777-70 2`
Building Permit Application and Tra'-A nIJzNTa
NT
Owner's Name: v N
A. P. Number:
Address:
i`t-il' E D►4
Legal Description:
City, ST, Zi P: L Cot
Contractor: F -•7 R Vit
Telephone:
Address: %(,(60 -V >j 1�,
Project Description: POrjL
City, ST, Zip: Cobs C.E-11F-u Y-\
i-, oZ2 3'b
L v TSL. NO wuaIl.
Telephone:
S
State Lic. #: '— Z
City Lia
Arch., Engr., Designer:
Address:
s
City., ST, Zip:
�\
Telephone:
on
C struct
ion type: Occupancy:
P c
P Y•
State Lic. #:
Project type (circle ne)• e w Add> n Alter Repair Demo
Name of Contact Person: A
Sq. Ft.: - 1
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project: Z V p p
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cales.
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.1.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:
3d 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
e(*I29tq ' Arth44-4�
6' to 8' High Site Wall
Spread Footing - C o 100mph (ult)
elnS*vmc Risk Category i
' I ANGELUS BLOCK MASONRY FENCEWALL SYSTEM 6' Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 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
6. MASONRY COMPRESSIVE STRENGTH, Pm = 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, '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 COLO—DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 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 ASTM C270, OR SPEC MIX IM 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
`O OPSI. 2600f'-1
i.. RST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. 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'-0"o.c. OR 20'-0"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 S-5.1.
13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
OPTIONAL WALL CAP
!y/6 S. TD. .LADDER TYPE_
(#5, STD FOR SLUMPSTONE)
JOINT REINF: AT TOP COURSE
AT FIRST COURSE, AND 24'o.c.
6" WIDE (NOM.)
GROUT CELLS —
W/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP -
PER 'L'
F.G.
WET—SET FIRST
COURSE ,
2—#4 CONT.—
CONT. CONC. F'
ALT. BENDS—
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Sadlllo Street • Covina • CA . 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
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Structural Engineering • Building Design
228 East Sadlllo Street • Covina • CA . 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
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• NO EXISTING LANDSCAPE LIGHTING IN REAR YARD SPECIFICATIONS cn
• NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD M ro
TYPE—SuNITE SIZE AD'S' X NIA
• PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY SURFACEARFAOFPOOL ONLY OU SO FT rom
PERIMETER 122 LN.FT. 4 In
DEPTHS MIN. S'•e• MAX Q ro m
POOL & SPA COMBINED 711 SOFT. N 122 LN.FT. QD p N
SPA SPECIFICATIONS TILE jPm
am r-w%rI_8Q7._B_LN.Fr. TSETYPE W..b
BPA DAM WALL YM 15" WATEPoJ IX
TILE TRIM Q 4 2
NO. 4 QUARTER RIXND
LXRrt 1-100W R.E.B. TME Oro w
RAISEDSPAAT +I YNZ
pp SPILLWAY M P D
ELECTRIC CONDUIT AUG 4 2U1`t
SPECIAL NOTES DECKING :"j I
EXC C STEEL PNaH LT. BROOM COLORED Q ro v
JANDY ACCESS REET EXPANSION JOINTS YES 00
Z4Z4 CONTROL MAIN HOUSE 200 AMP ELECTRICAL PANEL ELEVATION SAE. CANTILEVER YES 7 £
POOL EQUIPMENT WALL AT +48 CITY OF LA QUINTI DEEP T]IDRAMP NO DECK DRAINS YES m i
97'- 1J" POLYPROPYLENE GAS PIPE LOVE BE ^T DECCO DRAM a
COMMUNITY DEVELOPMENT CONCRETE REMOVAL YES L CURB CORE
WITH STUCCO FINISH TO MATCH HOUSE SOOREM VAL YES L STEPS
LIGHT BROOM FINISH COLORED TREE REMOVAL BY TESERRA STEP FACE—
POOL /
ACEPOOL/ SPA LIGHT JUNCTION BOX CONCRETE DECKING IRRIGATION REMOVAL BY TXE BASE
POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER IRRIGATION REPAIR TESERRA SAND AND V)SQUEEN
NEW SOD rRB.B. Fr RIBBONS
Ir RB.0. MOW STRIP
IV R.B.B. SPA AND RAB PER PLAN
24' Res.
. Br R.B.B.
-. TAN SHELF DEPTH 12•WD
ROCK MASONRY
-. . COPING TYPE
CaifAa R.B.B. FACING n
POOL EQUIPMENT: 400,000 BTU HEATER 13'g' BPIuwArTYPEBTATACKm BTaIeBBf 18'40'
*ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED PLUMBING STEPS
RETAINING WALL AT +18" WITH LIGHT BROOM FILTER JANDY SIZE 4BO SD. FT. PROP. EXT. WALLS
FINISH COLORED CONCRETE CAP, TILE FACE, POOL JANDY $ 2.0 HP VARIABL PLAN/ENRETAININGWA +1r
WATERPROOF BACK SIDEBOOSTER ECOR WALLS
r----a71-ECS-- AODL PUAP SIM FlREPTT
LJ J ADDLPUMP SIZE
HEATER JANDY LXI SIZE 400 000 BTU
TIME CLOCK JANDY ZI
, , • SPA SPLIT MAIN DRAIN SUCTION MINIMUM T APART. cHLORBA
WIRELANTI-COVERS 10" ASME /ANSI APPROVED SKIWER TYPE DU I
• SKIMMER TYPE AL PORT
BB STER
RAISED SPA AT +18" WITH LIGHT BROOM FINISH Gmum 1. " SGS
POOL EQUIPMENT 50 AMP FROSUBNT
I COLORED CONCRETE CAP, STACKED STONE FOUNTAINS ISPRAYHEADS ROLLED SSOW SEAM
WITH 36" CLEARANCE AT FRONT AND SIDE j SPILLWAY AND TILE VENEER FACE SHEER OMEN ra
BEHIND9PA
YES
uGHTSNPO01.2- W INapA1-100W
arussETEQUSAIENT YES FENCING
REMOVE AND REPOUR
•US REMOVE PALO VERDE TREE PLUABINO SI1.FENCE TYPE .
a MISC. 21WS 821?
® EIGHT
HE
! _ yam. WD j+lriUNITE GATEREVaERSAL END'
IXTENDD 21M STEP SFCLOSING#IECHANISM
BBQ AT +36" WITH TILE COUNTERTOP AND STUCCO
SIDES TO MATCH HOUSE. HOMEOWNER TO PROVIDE
ALL APPLIANCES (GRILL, ACCESS DOORS, AND FRIDGE
TESERRA TO INSTALL)
EQUIPMENT! NOTE:
WOOL HEATER PROPANE
DEMO EXISTING
DRIVEWAY AND POUR
NEW NATURAL GREY
LIGHT BROOM CONCRETE
INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH
SECTION 114 - MANDATORY REQUIREMENTS
EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS
TO THE POOL
POOL HEATERS / PUMP EQUIPMENT SHALL BE INSTALLED PER MANU FACTURER'S
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS
ALL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY,
FIELD LAYOUT WILL VARY
NEW BLINDWTO MATCH' - - A D E R C
PROPERTY LINEINE WALLS
Andliv&4 d . 7 5 'arlriv 'O¢,c^IT
foL#Ui4e I
REPAIR TURF AREA AS REQ
PROPANE TANK BY OTHERS
POOL SPLIT MAIN DRAIN SUCTION MINIMUM Y APART.
ANTI -COVERS 10" ASME /ANSI APPROVED
TANNING SHELF AT I?" WATER,DF_PTH
WITH ONE UMBRELLA SLEEVE
RETAINING WALL AT+18'WIT I(4N TRR n ^ " "•' "'
FINISH COLORED CK SI ETEC1P fl,€ AO i A n U I NTA
WATERPROOF BACK SI E C11TAO vv Lh tac
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE eY
RETAINING WALL AT+18"WI 7 c
FINISH COLORED CONCRETE 6,4p-3TUCC FACE,
WATERPROOF BACK SIDE
SAFETY FEATURES:
*ALL ANMENTRAPMENT COVER INSTALLATION MEETING CURRENF STANDARDS OF THEAMBSCAN
SOCIETY FOR TESTINGAND MATERVS$OR THE AMERICAN SOCIETY OF MECIVNICLL ENGINEERS (ISRAEL
ELECTRICAL'
EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE
GRADIENTS IN THE POOL AREA AS PER CEC ART. SW.20.
2013 CALIFORNIA BUILDING CODE(BA§EOON200S1BC)
20 1 3 CALIFORNIA MECHANICAL CODE (BASEDON200SUMC)
UIRED 201 3 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC)-
201 3 CALIFORNIA ELECTRICAL CODE (BASEDON20MNEC)
201 3 CALIFORNIA ENERGY EFFICIENCY STANDARDS
GOVERNMENT CODE SECTION 4216.2. (M (1) EXCEPT IN AN EMERGENCY. ANY PERSON
I AVATORANU IFPRACTICAL, THE EXCAVATOR SHALL DEUNEATE WHIT WHITE PAINT OR
OTHER SUITABLE MARKBJG THE ARE TO BE EXCAVATED
CONSTRUCTION AUTHORIZATION
SALES 11 FIELD
LOVESEAT
8WL[W/iVTYPE 'STACKED STON . - oHRPr
CANTILEVER rnaN
COPING OTHER
R.B.a • 9EE STEEL 18" PER PLAN AQUAPURE EI
9%79r—
OWNER H'ESPOTV"BTBYCI N
OWFERTO:
(1) DETFAASr1E TNEAPPR070M1EElEVATION OF POOL OR SPRAT 1AV0UTON DAY OF E%GVATKIN.
(2) TAKE NOMETIWTPOOLAND EOUIPMENT LOCATIONSARE SUBJECTMACCEPfANCE OF
LOCALSUILGING DEPARNME NTATTHE TIME OF ISSIMNCE OF POW.
M WETDOMN CONCRETE SHELLATLELSTTIMCE QALY FOR SEVEN DAYSAFIER SHELL 0 INSTALLED.
(A) AGREE ANDANY DAA CUFtW SKMMtA4 DF VEMNYSS 18 NOT REMPONBIBLE FOR LAVH, OR OILIER nSO N TEACOMAREA
(R SEETRAT AU PENCNO.GATES. AND GARAGE DOORSMEET LOCAODOES FOR APOOL EIMOIKIRE
PRIORTOPREPLASIERINSPECTION.
(S) RLL POOL IMLEDATELY AFTER PLASTER. (F0UoW INGMWnONS-DO NOTUSE RUBBER HOW)
M TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF TESERRAMO TIWTANYLISE WIIMGIR
MARTEN PBRMSSION OPYESSMA IS PROHBRED BY LAW.
nvnmAPPROVFBN/f1, POOL.NDELKIPLENf wuTKNeANDHPB IEADl1E RgPONBBAIiEBMANDlIL73AB0VE
SIGNATURE(a) - RATE
SWIMMING POOL PLAN FOR:
vAME SPRUNG RESIDENCE
STREET 4120 AVEMAn ❑ %17
SCALE I DATE DESIGNED BY PROJECT MGR ECIED.BY
JT, GRAHAM
JOB III W7A REMSIONS .I
SELECTIONS
'EBB/PLAS 11 PEBBLE SHEEN 'AQUA BLUE' CATEGORY I
,IGNATUREll
DRAINAGE NOTE: Drainage and Irrigation for plantem and pots, by oarors,
unless dherwMe noted.
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