Loading...
14-0613 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000613 Property Address: 53353 VIA PISA APN: 772-520-059- - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5000 Ta9v °f 4 Q" Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: DAVID HUFFMAN 53353 VIA PISA LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 jDD 'Contractor: MAY )� MONARCH HOMES DESERT DIVSN INC MAY 'i (111.4 49950 JEFFERSON ST, #130-134 INDIO, CA 92201 CrNOFLAOU4NTA (760)413-8863 FINANCE iLic. No.: 457228 LISED CONTRACTOR'S DECLARATION I hereby affirm under penalty of pericensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the B in and rofes nals Code, and my License is in full force and effect. Licensr ss: 'B license No.: 457228 Date:J"�L-f -I Contractor: GJSr.Jt'i'}(urt0 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 1031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ I 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 am exempt under Sec. , BAP.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 Date: 5/12/14 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I h e and will maintain a certificate of consent to self -insure for workers' compensation; as provided o by Section 3700 of the Labor Code, for the performance of the work for which this permit is ssued. 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 STATE FUND Policy Number 9045509-13 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 thI become subject to the workers' compensation provisions of Section 3.7J00 of the all forthwith comply with those provisions. Dater"I �-1 Applicant: a 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 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, indemnity 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 app' tion and state information is correct. I agree to comply with all city and unty ordinances a state laves relating to buil c s ruction, and hereby authorize representatives of thi ounty to enter up the above-mentioned prop y fo nspection purposes. Date: J ' �Z-' f Signature (Applicant or Agent): /T" AJ u Application Number . . . . . 14-00000613 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . Permit Fee . . . . 147.29 Plan Check Fee .00 Issue Date . . . . Valuation 5000 Expiration Date 11/08/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 7.00 14.3000 EA MISC WALL, ADDL 50 LF 100.10 ---------------------------------------------------------------------------- Special Notes and Comments BLOCK WALL - 435LF OF 6FT GARDEN WALL, AND (9) 6FT PILASTERS WITHIN PROPERTY LINES [PER ATTACHED APPROVED PLAN AND ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, WALLS 60.06 Fee summary . Charged Permit Fee Total 147.29 Plan Check Total .00 Other Fee Total 61.06 Grand Total 208.35 LQPERMIT Paid Credited Due .00 .00 147.29 .00 .00 .00 ..00 .00 61.06 .00 .00 208.35 Bin # City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # jI I�j Project Address: J 3� 5E3 V/ / S Owner's Name: A. P. Number: Address: Legal Description: City, ST; Zip: Contractor: vi % &ltsS O - Telephone: P ;<>'�`';�`«>`:<`'.::..•. Address: - T,' b Ori'/, -'m Td,4 J) 413 D Project Description: City, ST, Zip: l ZZ o / 6 . 4 W /�4 L Telephone: ►f _ 3 '3 $ Io � A _ L s T -►2 s S� P Cv l Sc 18 State Lic. # : CityLic. #: m C0 S -I -Y14 44 I ,? S • N Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ::<:>::<::::::::r :::::<::: Construction Type: Occupancy: State Lic. #: Project a circle one): New Add'n Alter typ ( ) A Repair Demo Name of Contact Person: & t f 7 ' Sq. Ft.: # Storiie-s: # Units: p Telephone #,of Contact Person: S► — (,P 3 - Lp g Estimated Value of Project: O 0 APPLICANT: DO NOT WRITE BELOW THIS LINE # 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 Calcs. Called Contact Person Plan Check Balance Title 24 Cates. 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 correctionsCssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ORCO STANDARD 6' TO 8' CMU SITE WALLS —. OPTIONAL FLAT GIP DESIGN C7RITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF I GROUTS I RENGIN =1000 PSI LM 18 DAYS: 4. REINFORCING STEEL :GRADE 60. > S. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPa. INSPECTION 6816, 6616, OR 6618 av t GROUTED ONLY p VERT STEEL N07E5.• ° 1. CONCRETE BLOCK SHALL CONFORM TO ASM C90. WEDGELOCK BLOCK, SLUMP BLOCKANDSPLITNAGFBLOCKAREACCEPTABLE 'r DROP-IN BAR 2. CONGRETFFOR F0077NGSHALL BEI PART CEMENT TO 2-112 Q PARTSSAND TO 3-1/2 PARIS GRAVEL WITHA M4J17MUM OF 1-111 GALLONS OF WATER PER SACK.. PORTLAND CEMENT SNALL CONFORM TO ASTM C 150 TYPE 13W. Fc = 2500 PSI #6 STD JOINT 2 RFINTORLEMENT @ 29'O/C 3. RETNFORaNGSTEEL SHALL BE DEFORMED AND CONFORM TO Q(3 PLACES - 4 PLACES FOR 7' ASTMA 615 GRADE60. PROVIDE 48 BAR DIAMETER LAP. B' WALLS). LSE AS STD. F FOR SLUMP BLOC OCK 4. RER4R SHALL BE CENTERED IN 7HE CONC'RE7E BLOCK CELL IN j WHICH ITL• LOC47ED• y a NOTE., PROVIDE 04 DOWEL 14 DROP-IN a4 AT EACH SIDE OF CONTROL JOINTS, S. CONCRETE BLOCK SHALL BE LAYER INA RUNNING BOND PAT7ERNK HVERTICALCONTINUITYOFTHECELLSUNO. ENDS OF WALLS AND @ WALL Q HEIGHTOIANGES 6. ALL BLOCK LULLS CONTAINING VERTICAL REBAR SHALL BE SOLID G GROUTED. O _ 7. USE TYPE S MORTAR PROPOR77ONED USING ASTM C 170 PART 4 'X' DOWEL @ CENTER OF CEMENT TO 1/2 PART LIME 70 4-112 PARTS DAMP, LOOSE SAND. e C7NU. R GROUT FOR CONCRETE BLOCK PER ASTM 0476 TO BEI PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA G R4VEL IF WE47HER CONDITIONS ARE FAVOR48L FANO BLOCK UNO&MUCTED CELL SIZE ISSumaENT 70 ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW W17 NOUT SEGREG477ON OF THE CONSIT UENT S SEE CHART 9. BLOCKSTFM MAYBE WET -SET 1.112'INTO THE F0077NG WHILE , 7HE CONLRETELS PLAS77C. BLOCKSTEM MAYBE PLACED TO a EITHER EDGE OF THE TRENCH TYPE F007TNG. - 10. FOOT7NG MUST BE POURED ON OR INTO UNDISTURBED 2 NATURAL SOIL OR ON COMPACTED FILL WrMAMINIMUM I I T—t 1 I 1 Mg7G CIOMPAC77ONOF90%. 11. FIRST INSPECTION TO BEAFTER F0077NG TRENCHES ARE {. READY FOR CONC7RMAND ALL REQUIRED STEEL IS 77ED IN PLACE SECOND WSPEC TCN TO BE WHEN 7HE REQUIRED VER77CAL IS IN PLACE AND 7HE BLOCK WALL IS READY 70 GROUT. y y� 04 HORZ CONT. 12. MAXIMUM CONTROL JOINT SPAC7NG.• 40' O/G 20'01C FOR o(� WALLS TO BE MORTAR WASHED OR STUCCO CY147ED. S' 70 DAYLIGHT - MIN. FOOTING DEPTH FOR 5'70 DAYLIGHT WALLS WALL 0 WALL SLOPE 70P 1 FT. SEMCK 2 FT. SE734CK _ 2701 2'-6" 2-0' SEE CHART FOR REQUIRED RESAR 3 7D 12'-0' — AND FOOTING DIMENSIONS. SIO v 4� °Nq� sOPEN QUINTA12" `MIM:BFARCHL' REQUIRED TO ELSECITYOF 661 QS1UMPON0. 4 LA BUILDING & SAFETY DEPT. ;0 031925. N .z APPROVED ExPo,4 FOR CONSTRUCTIONoxen wmEc zL.sLunTP rF FOR of CAS A` DATE BY 3 6'-8" to 8 8" HIGH ORC®16" SQ. PILASTER FOR 85 MPH EXPOSURE C WIND . DESIGN CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF 3. GROUT STRENGTH = 2000 PSI 018 D,4 VS, 4. REINFORCING S7ffi : GRADE 60. S. SEISMIC - 70% ONE SEC. ACCELERATION. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. OPTIONAL CAP N 16816 O 16616 PILASTER CMU. - OLID GROUTED. SEE DIA RAM BELOW (2) #4 VER7I DROP-IN BARS k Q I I I (2) f4 DOI EXTENSION Z O I W/ 24" MI11_ CMU. EQUAL 2 `v -I I U h CLR. EQUAL NOTES: 1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. ORCO STD. PRECISION, SPLIT* FACE; SLUMPED, OR WEDGELOCK BLoac MA Y BE USED Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT- TO 1-1/2 PARTS SAND 70 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACe PORTLAND CFMLNT SHALL CONFORM TO AS7M C 150 TYPE V. Fc = 2500 PSI 3. REINFORCING S7ffi SHALL BE DEFORMED AND CONFORM 70 ASTM A 615 GRADE 60. PROVIDE 48 LIAR DIAMETER LAP. 4. REB4R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOC4TED. 5. CONCRETE BLOCKSHALL BE LAVED IN A RUNNING BOND PATTERN W17H VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELL CONTAINING VERTICAL RE34R SHALL BESOLID GROUTED, 7. USE OBP TYPE S MORTAR PROPORTIONED USING A57M C 270. 1 PART CEMENT TO I/2 PART LIME TO 4-1/1 PARTS DAMP, LOOSE SAND. B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 70 BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/B" PFA GRA VEL IF WEA7HER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SLB IS SUFFICIOVT TO ALLOW GOOD GROUT ROW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT ROW WITHOUT SEGREGA77ON OF THE CC)N5TTUEN7S 9. BLOCK STEM MAY BE WET -SET T-I/2"INR7 THE F007ING WHILE THE CONCRETE IS PLASTIC: BLOCK STEM MAY BE PLACED TO EITHER CAGE OF THE TRENCH TYPE F0077NG. 10. FOOTING MUST BE POURED DN OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRE7EAND ALL REQUIRED S7EEL IS TIED IN PLACE. SECOND INSPEC170N 7D BE WHEN THE REQUIRED VER71CAL IS IN PEACE AND THE BLOCK WALL IS READY TO GROUT. 12. PROVIDE DIPANSION/CON7ROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. WIDTH •W 0 HORZ 'W' 6" LONG 0 12" 0/C EACH WAY CITY OF LA QUINTA BUILDING & SAFETY DEPT. ATPD FOR CONSTRUCTION DATE / ! BY -9 SQ. FOOTING WIDTH 'W 6•-8` 7-4- 8-8" 2'-0•• 2•-3" 2•-9" 16816 PILASTER CMU - SOLID GROUTED (2) #4 VER71CAL - AS SHOWN cilm (A * E1IF12-J1-2014 sr r C/ V 1.�- V. OF CAoEO CHART FOR 6' TO 8' SITE WALL W1 TRENCH FOOTING WIND MAX. D. f r DESIGN WALL TRENCH FOOTING 'X' DOWEL Y BAR SPEED HEIGHT DEPTH 6-110- 2'-0" #4@ 48" O/C ID+2'-0" .#4 @ 48" O/C U u 1.8' O/C FOR 6' 48" O/C FOR 6' wSLUMP BLOCK SLUMP BLOCK LLJ2.1 2- #4@ 48" O/C ID+2'-0" 44 @ 48' O/C 0 0 40' O/C FOR 40" O/C FOR 6" Z UJI 1 cvffimm� SLUMP BLOCK SLUMP BLOCK Lu FOOTING STEP DETAIL 2-4- #4@ 40' O/C ID+2'-0" #4 @ 40" O/C CL 32 O/C FOR SLUMP BLOCK 32* O/C FOR 6" SLUMP BLOCK Lo co .81—op 2'-6 .#4@ 32" O/C I D+2'-0" #4 @ 32" O/C 24' O/C 24" O/C FOR 6' SLUMP BLOCK SLUMP BLOCK IVLIIC: rVK Jtf'"LUNE7 ffLLJLj( USE 9"lNU?EME1VFREa4R SPACING THAT IS CLOSER TOGEMER THAN THE 16" LONG BLOCKSPACING. FOR EXAMPLE' 48"01C SPACING FOR 16" LONG BLOCK REVERTS To 45- 01C FOR 1B" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36- 01C FOR 18- BLOCK - ETC. WHBPE E 42 Am - Pfio= 0 AlEE. PROVIDE 04 DOwa AND 04 DWP-IN MIR ON MON MVE0F7HF4a&=DWN-A9 SHOW CH SIDE OF P40ROPLDVSV FOOLING CRY OF LA QUINTA &=wmwovam M MAU IOPAfAfaIRID- cumAtl4=L 01 -11� cn CM925. Exp. 12-31-2014- v D. f r A 4* mxwAo*vwr4wraimnm ma mm cvffimm� FOOTING STEP DETAIL 01 -11� cn CM925. Exp. 12-31-2014- v C J)� ;r. � . r:/ �1�~.a"r• yl>• •�lii..I, ,hh - - 1 �Itl� h• • 1 '''' 7 . J� F•� .��%;py`�i� .�.• � 1 •, , �� I,h•�.>I,•rN11'i��llll�•:��•ill 11 1 :5 �.��, - - ,. �1>� i .' • .. , � ..[��{i� �--., ems{, .'�� 1 • •• `t. t '� \-'7I�r,'���e] ,��'y�1� i `fFS�. 1; O !Il Q .111 O .III Q I Wl� X Emil 1 i1�\, ■ • .. �p�"1-i�tn!,.��Ef ��'y �+�I� ,��� ��:���/����t 71 IN�. � — 1 .n. , . m mill �— � m .. } • ' :t+,L_ .' ,.o ° 11:_.11 ° � © ';.o ° � © � I' -----.- -, ' Fi - - _. 1•,I ■1t�•�I'��/■�.�1 '� I� 71F71oieP Ff-�li- "I"'ti F11•KI7.+ ,_ © o i■lJ►�_ [EJI 1111■-_� ■■■■�-�■I I■■■■■11 I■■■1SIIML-� 1�( .■■r�t�n• 1111 I■■■■■ 1■■■■■■■■ 1111■■■■■ �■■■■�tJ■■t ' 1 1,1 ■lill*��a 1■■IY■�� ■ " ;,1t�"1�'�in1111►. ■�ti111 ■■81111111m1■■■t 111■1n1 I■■■■■I■ ■1■ i t 11 I i■ I �.� I •._i:� arc\1■1.111.1■II loom-■■ IMLi m■■ 11tt1ls1111■ .1111■■■■ .■■■■■t■111 Z _ � y' �..■P- fin------- �----- 11-------11 11-----11 ■--------r: oi•• � ° ���■��■ • , 4 Ill 1 dL,, I•ill� ►ii� ♦� O.' : p. • ! p* 0- �■■�1��111�w�11■■1 ■�*■■■■111 1111■■11 I■■■■h'_ ,..nf A , �11t��%� ► 1 "11BT�mW .7..\111■ ita ■■■■■ Immoso■ ■■■11f�M&W 1 s_ esz - • F, vin. exaueW rt . ►.1:. p, :.b�� a ,.. ����i"� ME111 �� 1 ■1YH1 ■ �■�1■■11 111t, .E)ll 111 fDMEN_ - O1 11 ngmn { ] ■ ■ I■w11111■ 1111■■ ■tttttlam�wtM•; Ittl�wgmlm i t :: .;: •., � 7 ► 1111 •--■ • ■ ---fil---.I 1-m--_°='.IlI.�f_"„._�.I■!:= ... 'a; ►t►�alo�1=3 i ► �■■■moi■ �■■■■■ �■■■■■■■■ 1111■■■■■ �� , . .. �. • � ♦��-.e�o�►♦ Ir�►Oo ., >; _ , � : I.1• ► .1,�■■��r�1i11�>,>rtr■111 ■��nr■■■■1t I■11■■11t ' �i�/ • �A� .. • • �� - ►iii-,.�►.i,�ii��- iiii�l �'? • 4 �� �11/•.�:■n■■ wt►1111 u■�11■■■■ �■■■11■ h�° I� � ° • �1• ►o �1►� ■i■1w■■1 ■1.111111 ■11.11tt1■1i 1111■■1t ►� ���i�� _-�' � � � ��1■:�1■�I111�■■� 1■■tl?1111 ��I ■HE��! ( \ '..:�,� I © . �. ;: © � ... ,' . � 'n!i!;,i ♦'► '' a � r �CT� 't7” -i ■■1111 _. 1 ] a. 1 1 1 •� • Y■ 1 ,,.a. ,' 1� G;•�i��,�����_��Ar�.• .- ,- � i m PENN° mir l •fad ■171■ - .: �i��w a ',�'�' � -� } � u ® ®_f - 1 r i� 111■■1 imfi i x fit ' ■I�.ifi ��r ;� - ■■NEW iME �. _1.1�i►.el�s,�°.��i -11 --� iii—� :al -.1 ,1 0 .1>. .11 © .�11►.■' i ;r � , u m ��ii�' I''ia` ' � •iii I �.� ��� ,. , , O ' +��j ,�• •�•J �,; ,. :7 �• ..1,♦ I' I'��o oo♦ �.,.. 111• i � ■, '' " �L/3i�I-.iir�■� re. -.. .',,.6 R,,OOiiiivi 10�::Ivn►■�!� �� Q;.O © _..■1■■■■fflipm■■►•1tc► ��■■■■■��■rrr����1■■�!�. ♦ HVIN �i--.s .- �� 11111•!■IIIY/■►j%■■■■1y1mE�■ALI 1. «I . • nv,,ti. .,I:.m �� w �fm�iiiiiii � • �.���.�_'� ® '�►�'�I + �.�111■1�11■1r►.a■■■111111111t►111. ,\►��'�7■111I•� __��\■■■111111x/►, mW ONE OEM ME Quam ♦� ��♦_ iii \,.'��..� / ' (' 11 , It■■. 1•, ,O IIS , �'�m �' f, �1+Ing 11 .] � t ..� 1111►��I■ � :v (I, © III � :71 -If :L'I6 ,:1%1:;771 �.� ♦ • . , . 11,E 1 17. I:i O : ''''} © ► il•_ ■1tt�(� i .' o • 1 1 1 1 • . • -F� n 1 c • / • I! O� ,_ � �'•� 0 h1 h1 s\ a' 1 •a• •h a Q ` 1 °• ' ;71. Q hl 1 1 aa• a - r 1 u-, 1 �J�� ♦ © 1 p h• 1 •.h � 1 , um a tttt■tttttt■tttttt■ tttttt■ttttt■ PREPMED UNDER -lHE SUPEWISION SUPE—ONOF. HUFFMAN - , a ' ttttltitttt■ttttttl I�Itittttl _ __ ■ ttottttttlMIM LMIE, SUITE -0. PRECISE GRADING PL tttt■tttttt■tttttt■ tttttt■ttttt■ RCEa. ; 47834 - 1 a a 1 • 1 - ' 1IM r •CHECK: DATE. - titit■tititt■ING tttttt11 tittttlttttttl I 1 AS INSTRUMENT # 2013-0323509 before ttttlitttttlttttttt■ ttttttltttttt■ .., .�".. .. . h - 1 • - - 1ING 1 101 IRI�t .fflffiil �n /: I a OF a QUINTA