BPAT2015-101378-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
LENNAR HOMES OF CALIF
391 N MAIN ST STE 300
CORONA, CA 0
BPAT2014-1013
81181 MERV GRIFFIN WY
767780085
TRELLIS STRUCTURES
$33,308.00
�(
VOICE (760) 777-7125
FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/13/2014
Owner:
IOTA GRIFFIN .
4675 MACARTHUR CT NO 1550
(� NEWPORT BEACH, CA 0
P�G 13 �O`4 v Contractor: .
�,QUL�PppALNE� LENNAR HOMES OF CALIF
��O�ELOPME�O� 391 N MAIN ST STE 300
CORONA, CA 0
Lic. No.::CONV:140528101253001632
---------------------------------------------------------------------------------------------
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: _ License No.::CONV:140528 253001632
Date: Contractor:
OWNER -BUILDER DEC ATION
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, 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 Na
Lender's Add
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: _ 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: Applicant: 4"W /,4 016'1t�
WARNING: FAILURE TO SECURE WORKE5' COMPE TION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL NALTIES 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-
me�tioned property for inspection purposes.
Date: G Signature (Applicant or Agent):
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT QTY
AMOUNT
'o,
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$2.00
$2.00
8/13/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
LENNAR HOMES OF CALIF INC
CHECK
R690
13113
AOR
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, DESIGNED
101-0000-42404
0—
-.,1 $263.12
$263.12
8/13/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
LENNAR HOMES OF CALIF INC
CHECK
R690 ::t ;
xrr 13113
AOR
DESCRIPTION
ACCOUNT
QTY
AMOUNT,,,,
PAID
PAID DATE
PATIO COVER, DESIGNED PC
101-0000-42600
0
$331.76
$331.76
8/13/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
LENNAR HOMES OF CALIF INC
CHECK
R690
13113
AOR
Total Paid for PATIO COVER/ COVERED PORCH/ LATTICE $594.88 $594.88
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$4.33
$4.33
8/13/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
LENNAR HOMES OF CALIF INC
CHECK
R690 ,
13113
AOR
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $4.33 $4.33
TOTALS:.0$601.21
ti`
`" �, ,�°�3
W.i
Permit #
Project'Address:
City of La Quinta
-Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico . .
La Quints,CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
N Owner's Name: a ry N t2 DM6'rs
A. P. Number:
Address: ej AMI '- 4,5 C Oni r rG40 C t..
Legal Description:
City, ST, Zip:
Contractor: rr
Telephone:
:»,• :.::
Address:8 0 D & G tr0
QR bi (� 302
.Project Description:
City, ST, Zip: Lo R_O,,j C�
9Z87 /
Telephone: qCity
?State
Lic. #: O� t.(
Lic. #:
Arch., Engr., Designer: l �S tT(�-
,20 A
TV 6`7 S
Address:
�l✓
' 41 t ,5
City., ST, Zip:
Telephone:Construction
?
Type': Occupancy:
State Lic. #:Prosect
type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: U LR cA
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 04 0)
G to .zi 16
Estimated Value of Project: ('
APPLICANT: DO NOT WRITE BELOW THIS LINE K
# Submittal Req'd Recd TRACKING PERMIT FEES
Plan Sets
PIan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Cluck Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cala.
Plans picked up'
Construction
�.
hood plain plan
Plans resubmitted
Mechanical
�•
Grading plan
2°" Review, ready for correction
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:-
Review, ready for correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
g
School Fees
Total Permit Fees
CAI
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• ' ° 3. BEAM CONNECTION TO COLUMN (MANUFACTURED BY PORTOR B. CONCRETE FOR FOOTING SHALL BE t PART CEMENT TO 2-12 PARTS • _ ; •» - - ., +
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• SAND TO 3-12 PARTS GRAVEL WITH A MAXIMUM OF 1-12 GALLONS
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't 4. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET , ' - __ _ , ♦t' - _ ` _
- f,3•' OF WATER PER SACK PORTLAND CEMENT SMALL CONFORM TO .:
S. 16X8X76 CMU PILASTER UNIT . a ASTM C 150 TYPE V. F,2500 PSI. (CONCRETE SHALL HAVE SULFATE -;f- _ ` ave000'4
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-RESISTANT MUX PER GEOTECHNICAL REPORT).�- N� /y',• + :..I t I � ` � 1® �vmc
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FACES ONLY) - C. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM , , _ - 9 t RAFTER DETALL
• 7. CONCRETE PAVING PER PLANS . ` A 615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP. "
8. CONCRETE FOOTING • ' • 1 '.� SCALE 3 1 - _
0.. ALL BLOCK CELLS CONTAINING SHALL BE SOLID GROUTED. '? 10
• - " 9. #3 TIES ® 16' O.C.-
- 10. (4) #7 VERTICAL BARS - j E. USE TYP S MORTAR PROPORTIONED USING ASTM C270 PART -
a - 11. (6) A5 BARS EACH WAY ®BOTTOM AND TOP CEMENT TO 12 PART UME TO 4.12 PARTS DAMP, LOOSE SAND. • ; • _ . X. _ r ,
r . .. 12. STANDARD HOOKS 4 ` F. GROUT FOR CONCRETE BLOCK SHALL BE 3,000 PSI CONCRETE y — •--` 6, ' ., �. -•_ j. �. .. — , , .�
a - 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT G. BLOCK STEM MAYBE WET SET 1-12' INTO FOOTING WHILE THE
14.. STEEL MULTFRIB ROOFING (MANUFACTURED BV PORTOR CORP.) CONCRETE IS PLASTIC. 11 - •s ,J` ' ��
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WITH
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` 1' HIGH X 2' WIDE GALVANIZED STEEL TUBING ' 8SOIL 0%OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF, �, I ' �y • 13.`_\-
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I. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY y - ... — ' ` y '0
17. 2' HIGH X 2' WIDE GALVANIZED STEEL TUBING •=1! _ y I '•�. I - -p. -+�
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE T- � F T `
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NOTE: REFER TO WET -SIGNED POLIGON'
. ENGINEERED DETAILS FOR CONSTRUCTION
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2. 6X10 LOWER STEEL BEAM A CONCRETE BLCK OSNALL CONFORM TO ASTM C W.10
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x ` 3. 6X10 UPPER CURVED STEEL BEAM , &CONCRETE FOR FOOTING SNALLBEIPAM CEMENT TO 2-12 PART6 BANG TO strz • x 1 t. .,LT.'r,+•'
!' 1s CLR' - - STUCCO TRIM INSERT DETAIL
PARTS GRAVELW AMAKIMUM OF I -1/J GALLONS OF WATER PER SACK PORT1A110 r' •L�•
4. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET rM •."'CEM reREslsT�wavFroRCE'7ECCNNIG�LREPOFr#lSWPSL ICONCREIE SNNi NAVE .:- i - R• �y SCALE: 3•=1'{Y • I ,+• �v j * y .�.a r 11 1 .r .
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r•. 6. STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF PRovmEuaAR ow�TEn w.= •L••+ ,'�„ c . - • :1
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_ .. ♦ .AT 'E USE TYP9MORT .LOOiESAN OUSING ASTM C220 PART CEMENT TO IG PART LO.� n L '� ` 1.
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10. (4f 07 VERTICAL BARS K-FOOTINOMUSTBEMUi"EDONORIMOUNDL4TUR8EONANRKSOKORON' M`.. /4.' .• I �. ,!.•.. :. -� <� -'L � Z.. ..• .
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. - " t • - ALL REQUIRED 9TEE115 TIED W PUCE. SECOND INSPECTION TO BE WHEN THE _ _ •.` R V a '" .� r -':
"y •5 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT REQUIREO VERTICAL IS W PLACE ANO THE BLaac IS lffAOY TO GROW., - - -t' •4 ua.` ti 4 r•' at' I'Ir ``r... - RA.bi- •.
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` ♦ ._ , i SCALE: Ila•=1'-0' +•+ ti .�. ' - •. 1 .4 9. .a - - r _S•. J . 'r. ' - V
NOTE: REFER TO WET -SIGNED POLIGON'
. ENGINEERED DETAILS FOR CONSTRUCTION
f,
:-OF STEEL STEEL PORTION.
. +, •�, Ufa, 6.' $ - _ TiBiMdQK/iY.AL430C
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Y• L a
x ` 3. 6X10 UPPER CURVED STEEL BEAM , &CONCRETE FOR FOOTING SNALLBEIPAM CEMENT TO 2-12 PART6 BANG TO strz • x 1 t. .,LT.'r,+•'
!' 1s CLR' - - STUCCO TRIM INSERT DETAIL
PARTS GRAVELW AMAKIMUM OF I -1/J GALLONS OF WATER PER SACK PORT1A110 r' •L�•
4. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET rM •."'CEM reREslsT�wavFroRCE'7ECCNNIG�LREPOFr#lSWPSL ICONCREIE SNNi NAVE .:- i - R• �y SCALE: 3•=1'{Y • I ,+• �v j * y .�.a r 11 1 .r .
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r•. 6. STUCCO FINISH, COLOR AND FINISH TO MATCH STUCCO OF PRovmEuaAR ow�TEn w.= •L••+ ,'�„ c . - • :1
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CLUBHOUSE BUILDING "+o coMu2iW soup cROIREo. !1,
• • •' ., •., - - ,. , .ALL BLOCK CELIS G S2ULL BE 7. ^ i v W F i y
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_ .. ♦ .AT 'E USE TYP9MORT .LOOiESAN OUSING ASTM C220 PART CEMENT TO IG PART LO.� n L '� ` 1.
' . .• .'•." +. -.. TO 41/t PMTH DAAa•. LOOSE SAND. . ,-.. •,t •` -.. 11 '-, � i. L .-_ I .r{, ~ X1 A IL 13.2013 I•, '3
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- • .`+,. 9. 03 TIES 18'O.C.. _ _.+ S. i' : 4' ♦ L .^i. -�It - •! .4 FOR CONDUIT AND LIGHTING �•" ,�..r` M -J .. e,-
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10. (4f 07 VERTICAL BARS K-FOOTINOMUSTBEMUi"EDONORIMOUNDL4TUR8EONANRKSOKORON' M`.. /4.' .• I �. ,!.•.. :. -� <� -'L � Z.. ..• .
11. (e1rlS BARS EACH WAY AND COLIDACTEDFIU. TWAMDTMUMCOMPACTTONOF eD,L iA ".f�,•sr•T.-r.T; -\ �' r ^,... - .�+` • 'Y+ •+i --4. 'a4 y" +. _ -
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. - " t • - ALL REQUIRED 9TEE115 TIED W PUCE. SECOND INSPECTION TO BE WHEN THE _ _ •.` R V a '" .� r -':
"y •5 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT REQUIREO VERTICAL IS W PLACE ANO THE BLaac IS lffAOY TO GROW., - - -t' •4 ua.` ti 4 r•' at' I'Ir ``r... - RA.bi- •.
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SHADE TRELLIS B" �' �;^ ♦ SCALE: ,2 =,� D '`fY ' . ,^ 2A13
1; 2014
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x ` 3. 6X10 UPPER CURVED STEEL BEAM , &CONCRETE FOR FOOTING SNALLBEIPAM CEMENT TO 2-12 PART6 BANG TO strz • x 1 t. .,LT.'r,+•'
!' 1s CLR' - - STUCCO TRIM INSERT DETAIL
PARTS GRAVELW AMAKIMUM OF I -1/J GALLONS OF WATER PER SACK PORT1A110 r' •L�•
4. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET rM •."'CEM reREslsT�wavFroRCE'7ECCNNIG�LREPOFr#lSWPSL ICONCREIE SNNi NAVE .:- i - R• �y SCALE: 3•=1'{Y • I ,+• �v j * y .�.a r 11 1 .r .
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_ .. ♦ .AT 'E USE TYP9MORT .LOOiESAN OUSING ASTM C220 PART CEMENT TO IG PART LO.� n L '� ` 1.
' . .• .'•." +. -.. TO 41/t PMTH DAAa•. LOOSE SAND. . ,-.. •,t •` -.. 11 '-, � i. L .-_ I .r{, ~ X1 A IL 13.2013 I•, '3
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- • .`+,. 9. 03 TIES 18'O.C.. _ _.+ S. i' : 4' ♦ L .^i. -�It - •! .4 FOR CONDUIT AND LIGHTING �•" ,�..r` M -J .. e,-
. ® •'1 -• i _ 0. BLOCK STEM MAY BE WET SET I.Vl INTO FOOTING VMIIE WE CONCRETE IS PLASTIC. .. -# �YL Y.J •.I t� ' ` 13. _ c_ ? -` �S '^, $ 7 '. -r i1 u MAY 09.20M
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11. (e1rlS BARS EACH WAY AND COLIDACTEDFIU. TWAMDTMUMCOMPACTTONOF eD,L iA ".f�,•sr•T.-r.T; -\ �' r ^,... - .�+` • 'Y+ •+i --4. 'a4 y" +. _ -
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. - " t • - ALL REQUIRED 9TEE115 TIED W PUCE. SECOND INSPECTION TO BE WHEN THE _ _ •.` R V a '" .� r -':
"y •5 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT REQUIREO VERTICAL IS W PLACE ANO THE BLaac IS lffAOY TO GROW., - - -t' •4 ua.` ti 4 r•' at' I'Ir ``r... - RA.bi- •.
f `, NPwrmta 13, 2013
r a n' r y j n $ COLUMNSECTIONd fid souARE t• r a N0 ®Dc2T.
SHADE TRELLIS B" �' �;^ ♦ SCALE: ,2 =,� D '`fY ' . ,^ 2A13
1; 2014
C-26 _
- yr SCALE: AS NOTED • •2011
.
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• Y t x •~!4 " T �' i .. 1 y - - J: r f4' r,+*«. r CONSTRUCTION DETAILS
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` ♦ ._ , i SCALE: Ila•=1'-0' +•+ ti .�. ' - •. 1 .4 9. .a - - r _S•. J . 'r. ' - V
NOTE: REFER TO WET -SIGNED POLIGON'
. ENGINEERED DETAILS FOR CONSTRUCTION
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. +, •�, Ufa, 6.' $ - _ TiBiMdQK/iY.AL430C
r . ♦ P •i, r ♦' R ' - • , • •'i ♦ t • r .:/- 1 T _ 4 .. P ..a { a'y:. - I.
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y • CAIU NOTES`r • - i i,�"^ T �. � � -+ �. ' � I Ta%• � � � , ` �. r °,y J
2. 6X10 LOWER STEEL BEAM A CONCRETE BLCK OSNALL CONFORM TO ASTM C W.10
Y• L a
x ` 3. 6X10 UPPER CURVED STEEL BEAM , &CONCRETE FOR FOOTING SNALLBEIPAM CEMENT TO 2-12 PART6 BANG TO strz • x 1 t. .,LT.'r,+•'
!' 1s CLR' - - STUCCO TRIM INSERT DETAIL
PARTS GRAVELW AMAKIMUM OF I -1/J GALLONS OF WATER PER SACK PORT1A110 r' •L�•
4. STUCCO TRIM INSERT, SEE ENLARGEMENT THIS SHEET rM •."'CEM reREslsT�wavFroRCE'7ECCNNIG�LREPOFr#lSWPSL ICONCREIE SNNi NAVE .:- i - R• �y SCALE: 3•=1'{Y • I ,+• �v j * y .�.a r 11 1 .r .
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• • •' ., •., - - ,. , .ALL BLOCK CELIS G S2ULL BE 7. ^ i v W F i y
' r7' 7. 'CONCRETE FOOTING �.. .. - • s i
_ .. ♦ .AT 'E USE TYP9MORT .LOOiESAN OUSING ASTM C220 PART CEMENT TO IG PART LO.� n L '� ` 1.
' . .• .'•." +. -.. TO 41/t PMTH DAAa•. LOOSE SAND. . ,-.. •,t •` -.. 11 '-, � i. L .-_ I .r{, ~ X1 A IL 13.2013 I•, '3
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♦ ,t r, ..F. GROUT FOR CONCRETE BLOCS( 6NALL BE TAW PSI CONCRETE !: , _ T T i ' 12 -' NOTE: REFER TO ELECTRICAL PLANS •. i MY 2I. L113 _
- • .`+,. 9. 03 TIES 18'O.C.. _ _.+ S. i' : 4' ♦ L .^i. -�It - •! .4 FOR CONDUIT AND LIGHTING �•" ,�..r` M -J .. e,-
. ® •'1 -• i _ 0. BLOCK STEM MAY BE WET SET I.Vl INTO FOOTING VMIIE WE CONCRETE IS PLASTIC. .. -# �YL Y.J •.I t� ' ` 13. _ c_ ? -` �S '^, $ 7 '. -r i1 u MAY 09.20M
10. (4f 07 VERTICAL BARS K-FOOTINOMUSTBEMUi"EDONORIMOUNDL4TUR8EONANRKSOKORON' M`.. /4.' .• I �. ,!.•.. :. -� <� -'L � Z.. ..• .
11. (e1rlS BARS EACH WAY AND COLIDACTEDFIU. TWAMDTMUMCOMPACTTONOF eD,L iA ".f�,•sr•T.-r.T; -\ �' r ^,... - .�+` • 'Y+ •+i --4. 'a4 y" +. _ -
'r _ - }
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. - " t • - ALL REQUIRED 9TEE115 TIED W PUCE. SECOND INSPECTION TO BE WHEN THE _ _ •.` R V a '" .� r -':
"y •5 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT REQUIREO VERTICAL IS W PLACE ANO THE BLaac IS lffAOY TO GROW., - - -t' •4 ua.` ti 4 r•' at' I'Ir ``r... - RA.bi- •.
f `, NPwrmta 13, 2013
r a n' r y j n $ COLUMNSECTIONd fid souARE t• r a N0 ®Dc2T.
SHADE TRELLIS B" �' �;^ ♦ SCALE: ,2 =,� D '`fY ' . ,^ 2A13
1; 2014
C-26 _
- yr SCALE: AS NOTED • •2011
.
ALrtL 29,
r - .- `T - . t f : 7 t .".L y F.SL • r r r. `b + _ LANDSCAPE
• Y t x •~!4 " T �' i .. 1 y - - J: r f4' r,+*«. r CONSTRUCTION DETAILS
..: Y-+ "i " • L ,L • a (F F ` t `•. �'� a I I ,, • s. s Pj _ • '
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