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9909-257 (SFD)r LICENSED CONTRACTOR DECLARATION, `. I herehy.affirm under penalty of perjury.that I am licensed under provisions of Cha`pter,.9,;(Fomrr'enciho:with Section 7000) of Division 3 of. the Business and `13sswnals Code, and my License Is in full force and effect. '' aLicense c C # - Lllass " Exp Date 07/311M ti • date "" s Signature of ContraEtor OWNER -BUILDER DEC FA ION I hereby affirm under penalty of perjury„that,) am exempt from the Contractor's License Law for the following reason: ; ( ) I, as owner of the property, or my employees withwages as their sole compensation; will do the work, and the structure is not intended or offered for sale (Sec.. 7044, Business & Professionals Code). - (, 1, as owner of the property, 6M-Miblugwl'y cbntradwig'with lic8n§66 contractors to construct the project (Sec. 7044, business & Professionals Code). '1 . () I am exempt under Section B&P.C. for this reason Date ` r Signature of Owner WORKER'S COMPENSATION'DECLARATION I hereby affirm under perialty 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 pert rmance'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 per is Issued. My workers' compensation insurance carrier & policy no. a're: Carrier _• Policy No. ' (This section need not -be completed if the permit valuation is for -$100.00 or less). O I certify that in.the'performance of the work foe which this permit is issued, I. shall not employ anIy.person in any manner •so as to become subject to'tH6 workers`'compensation laws of,Cal fi orkia„and agree that if I should become subject to the workers' com ensation visle off Sectio 3700 of the Labor P Coe, I�shall fcp w- ith complyVwith those pr9vlsi ns.; 't2ate: °fit 7 'Applicant ' Warning: Failure to'secure -Workers' Compensation coverage.`is• unlawful.a6d shall subject an employer to criminal penalties and civil fines up' to $100,000, in addition to the cost of compensation, damages as.provided for in.Sectlon.3706 of the Labor Code, interest.and attorney's fees. IMPORTANT Application is hereby made to the Director of'Building and. Safely for a permit subject -to the, conditions and restrictions set'forth ,on, his 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 applicaton agrees to, & shall, indemnify &. hold harmless the City of La Quinta, its officers, agents and employees. 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 per'mlt to cancellation: I certify that I have read this application and state that the above information is correct., I'agree .to compI 'with all City,. and State laws relating to the building construction, and hereby auuthOrize repre§SeRta,tyes of this City to enter u on the above-mentioned(property f itis ecf'"' pure ses. .. / SI nature (Owner/Agent) • Date PERMIT # . , BUILDING -PERMIT DATE),dF" VALUATION ' 2 •,LOT` TRACT 0 J! JOB SITE � ADDRESS APN ' tai ,OWNER ;. < = CONTRACTOR / DESIGNER / ENGINEER PyAIJIL 111y11^'L.(((��r.i F1i1; :l i1�V(�i.+i(A 3r�9.(Nd . qy /1 yy y y,'�jn�� w�'(,r:r }%��y�6�J(Y!wLt�i (O'p��1'/ y y'�7't. [r�Lh.14117,6 09 96.7,'.44\1'T�{Wi.rL7O I.A. Q,Ldi�`Y''.IV%, J.✓k. CIA, VIM l..A QtJitd";1A - ; :CA. 9223-3 (76P;s 771.4941.. . t..;BLW 24- 96 USE OF PERMIT ItCNT.i OZ -8' ►: ti StJrL!J0F_1'91,0CJ . �WVLLS, Oil(DESIGNATED �7 / 1101MAJ r PdRk"NTPATL# US, .8 #,11' t i.ARAO!r'!CAR,d''e`3WC rN i;tiJNS'T3��Jc7'�'IrJ� d M.7 W €I48Cf.-&Q41C_A'Lr- �(})..•�tYCt �123.{}`J!� tSG, fI tt ti'(i3,gfsq (4��•'([flei�f, pir:�luGl60. W.149)0-47: -000 c9l.56.. 0 C fi i/� 4�.1-J:.�i:-�2•��klpf'f''71 J'�. �a '” Y`.GarJ'LP/ lf/.�l ..tb'30, 0 j�W�^r�7;'��L� j?:� Jif'15L�,p�••'y✓`p+'!'?(Jp/S�i(�,' 8.9/�.t \Si.�1�� H•Li.6•� .. �i,:.l.'.•(!(/iJ^�&.�"I{13V �.4+N:filT ��S �'`G )�.i I • A�°1' lA t�S,!!Fhh,��., �'.i.�1•C.'�'S-'dfl,�S:tF,: !?D1-Ui�Cf•>'%��-li(�J .' ` $�3,g.�15 � s � FE13n-,'F3�i�:rd '.1(j�_ q iit?-3��-.4iD,OrJ()•O�I Sergi a4 `Ac:;'t".�� "(►1 # �? AND QUAN CKCK LESS PRE-; ATEP FE S 411,01M.00 d. RECEIPT DATE BY DATE FINA LED INSPECTORR t INSPECTION RECORD ' s OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS ''Sa4 Backs. Forms & Footings .- ! 6 Underground Ducts Ducts SI9b Grade Return Air Steel .,, Roof Deck —00 Combustion Air Exhaust Fans O.K. to Wrap 5r—ca F.A.U. Framing . _ ZcpF Compressor Insulation' --a-b e6.1_ Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath �/� Final BLOCKWALL APPROVALS Final POOH $ SPAS Steel - Set Hacks Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location ' Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Water Piping _ _ / ��'� Heater Final Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral //j„ Pool Cover Sewer Connection (p`ir�- Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: ffo%�S Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring ._. Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) LICENSED CONTRACTOR 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 # Lic. Class Exp. Date 674074 B 07/31/201 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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. Boitless & Professionals Code). as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier Policy No. STATE FUND • 046-0007338 , (This section need not be completed if the permit valuation is for $100.00 or less). ( ) 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 Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Ouinta, its officers, agents and employees. 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. l agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) •, Date T %%Z BUILDING PERMIT PERMIT# 9909-257 DATE n VALUATION (� LOT TRACT 5306,020.50 DR PM 28935 JOB SITE ADDRESS 50-480 ORCHARD LANE. APN 769-750-003 OWNER 4 CONTRACTOR/DESIGNER/ENGINEER PAUL VvTLCHEL SPARKS CONSTRUCTION 78-365 HIGHWAY 111 STE 309 79-295 RANCHO LA QUINTA DR, LA QUINTA CA' 92253 LA QUINTA CA 92253 (760)771-1941 CBL# 2996 USE OF PERMIT 81144GLE FAMILY D W EELLING SFD - PERMIT DOES NOT INCLUDE BLOCK WALLS OR POOL (DESIGNATED REMAINDER LOT) TRACT CONSTRUCTION 5,000.00 SF PORCMPATIO 1,225.00 SF GARAOEICARPORT 930.00 SF ESTIMATED COST OF CONSTRUCTION 306,02050 PERMIT FEE- SUMMARY CONSTRUCTION FEE 1014)00-418-000 $1,364.00 PLAN CHECK FEE 101-000-439-318 $1,155.29 MECHANICAL FEE 101-000-421-000 $156.00 ELECTRICAL FEE 1014)00-420-000 $307.60 PLUMBING FEE 101-000-419-000 $256.50 STRONG MOTION FEE - RESID 101-000-241-000 $30.60 GRADING FEE 1014)00-423-000 $20.00 DEVELOPER IMPACT FEE 51,907.00 ART IN PUBLIC PLACES - RESIC 701-000-255-000 $515.05 FEE DEPOSIT 101-000-439-318 -$1,000.00 SUB -TOTAL CONSTRUCTION AND PLAN CHECK $5,712.04 LESS PRE -PAID FEES -$1,000.00 TOTAL PERMIT FEES DUE NOW $4,712.04 RECEIPT DATE BY DATE FINALED INSPECTOR i Notice: Document Cannot Be Duplicated Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE Date 10/4/99 APN # 769-750-003 No. ' 19402 Jurisdiction La Quinta Owner NamePaul Welchel' Permit # No. 50-480 Street Orchard Lane Ug # City La Quinta zip 92253 Study Area Tract # Lot # Square Footage 5000 Type of Development Single Family Residence No. of Units 1 Comments At the present time; the Desert Sands Unified School. District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined .the above-named owner is exempt from paying -school fees at this time due to the following reason:' .« t- • dna .ti EXEMPTION NOT APPLICABLE ? �' f� 'ry This certifies that school facility fees imposed pursuant to Government Code 53080 in ihe amount of{ 1.93 X 5,000 or $ 9,650.00 the property listed above and that bailding permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By cc/Wells Fargo / Nolan Sparks Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Olivia Aguirre Payment Received Check No Signature Telephone 760-771-1941 $9,650.00 737700201-0 NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1998) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or Installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Distrid('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting WALLING & MCCAL..LUM LIMITED y �. - ARCHITECTURE -PLANNING EN[31NEERINC 45-190 CLUB DR. (760) 960-0290 INDIAN WELLS, CA 9221 O. PAX f76GI 360-01786 .. May 16, 2000 City of La Quinta Department of Building & Safety Post Office Box 1504 La Quinta, CA 92253 Re: Whelchel Lot 5, La Quinta Dear Inspector: The following changes have been approve by the office. ' 1) H 17 has been extended over S.W. & strapped in lieu or stopping Hdr. (b, end of. S.W. 2) H 16 (2) 2x4 in,.lieu of 6x4 flat has been installed 3) H 14 Hdr. Has been strapped to king stud & trimming instead of H6 Y J n WImalling. A.I.A. JGW I'd 981-0 09.E_d9L Q11 wnileOoW 1 tuitien e8E:IT 00 91 Rew 78-120 Calle Estado Suite. 104 La Quinta, CA 92253 Phone: 760-564-7853 Fax: 760-564-7853 October .4, .1999 To:. - City of La Quinta Subject:.. Architectural'Review Dear Sir or, Madam: The Architectural Review Committee has 'approved the. architectural. plans for a single family home. to be.constructed.on the Lot noted - as the r "d MIR es gnated Remainder,_located in_Parce128935,. hShoulilyou have any questions, please contact me at 760-861-3844. It .Sincerely �•, ��o � P. Whelchel. President- PUBLIC WORKS CLEARANCE LETTER FOR _« CUSTOM HOME LOTS Dear.Builder: y� Prior to issuance of a building permit, you will be required to obtain clearance from the Public Works Department for one,or more, of•the following - - 1. Verification that rough grading is complete, and .the pad elevation 'certifications prepared by„ a: licensed surveyor, or engineer, : are on file in .the Public .Worki Department. +_ _P' 2'. Verification that infrastructure improvements and othe"r require'd.tract-improv_ements T are complete, or sufficiently advanced to warrant building permit issuance 3. Prepare an engineered grading plan that provides for on-lot.storm water retention; and have it checked and approved by the Public'Works Department • Tract 26524 (Estancias) • Tract 26769 (Mountain View Estates) 4. Prepare an engineered grading plan that provides for building `pad grading fn' accordance with the existing soils report and tract grading .plan, and 'have«it �t 4 checked and approved by the Public Works Department. • Tract 28034 (South Valley Estates)"' t FOR INTERNAL USE BY PUBLIC WORKS DEPARTMENT TRACT: FATE'4�1 LOT: PUBLIC WORKS AUTHORIZA ION T • F:IPWDEFTWCS%FORM'\PW CLEARANCE LETTER -as 1: SPECIAL INSP.ECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax. (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE O ASPHALT ❑ REINFORCED MASONRY O FIRE PROOFING Jam-, 6 Ko( O OTHER JOB LOCATION REPORT SEQUENCE NO. TVPE_OF�STRUCTURE PERMIT NO. DAT? DAV OF WEEK MATE RIAL-DESCRIPTION-+ - " „�- 4 Si ®� O�c me -Go `� l �S ARCHITECT �A A)AI1;a 3 1 ccpC -11 4NAgo 1.r4 INSt CTOR e -1'D, HRS. CHARGED ENGINEER Q, ASS'STANTS HRS. CHARGED INSPECTION GENERAL SUB �, ( DATE CONTRACTOR CONTRACTOR A� aJ ® St L�eLI I *4e -Q. b,'l D A L 7JPa�r� I Z '�11 __�iit�j?d ,,-3 q Vp e _ COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE ❑ PAGE _ OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 3hSIGNATURE OF REGISTE D INSPECTOR i o T< -So 11113r-6-417 ATE OF REPORT REGISTER NUMBER �Certificate of Occupancy , City.of La Quinta' Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS. 50-480 ORCHARD LANE Use Classification: SINGLE FAMILY DWELLING Bldg. Permit No.: 9909-257 Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL Owner of Building: PAUL WELCHEL Address: 78-365 HIGHWAY 111 SUITE 309 City: LAQUINTA, CA 92253 �,_s, By: GARY HARTMAN Date: 9-29-00 Building'Official �POST�,INACONSPICUOUS PLACE ,- r Earth. Systems Consultants Southwest 79-811B Country Club Drive. f • - Bermuda Dunes, CA 92201 r (760)345-1588 (800)924-7015 • FAX (760) 345-7315 MEMORANDUM. To:. Dan Ferguson Page: 1 of 1 Company: Ferguson Engineering Fax #: (760) 775-1930 From: Shelton L. Stringer, GE' Date:. 08/31/00 E Project: Lot 5, The Estancias, La Quinta, CA ESCSW Project No: 07883-01 Document No: 00-087771 As requested, we have evaluated the bearing capacity for retaining wall footings based onl-a review of the project geotechnical -report prepared by Buena Engineers (Report No. ST -2823-P.1 dated December 18, 1990) and our engineering judgment. Allowable Bearing Capacities for Retaining Wall Footings: 4 Based on footings bearing on 3 feet of compacted sandy subgrade at 90% minimum relative Ocompaction and verified by density testing. Wall Footings, .1 2 -inch minimum,width: 1300 psf at 1 -foot minimum embedment Allowable Increases: 500 psf for each additional 0.5 foot of depth 300 psf for each additional foot of width_ . -Maximum not to exceed: 2800. psf (Settlement criteria governs) Respectfully yours, Shelton L. Stringer, GE.. y� I; Vice President ' � f,. • r 277 SUBJFC'T-_8 WALL _ �. _.......... _ _ .. -...:... _.. _ . . _PAGE. _... / . OF ' ¢ •PROJECT —__�o.T._4,._."_.i°M._. 2.8935._,....... TN.E 55rAAj •IAS DATE - Wi�✓� P,2,ESS• _ /S PS.j ,BASES •ON - • 70 /'7.Rt1. fXPoSveE G, M/SG . STRUGTveE.S ACTIVE 5AZr,�l PRESS. " PA 5S/ ✓.E AA,Esj . = 3 00 PGf ESP " P.eiGT/On/AL .ecsi TA..iC� = ¢(• _..P.•PO�fRT Y _ LIME. - - • " ' ( o, 33 yv�f.,/ coMB��✓£� w�rfl 3 _�-„ 17Ass V4 ,RES/ST-A-Alc � 41, M/a �, : i1 LLo INABLE So/L 6E✓lz/�/G vAL vES P�.e Sa[. 5 ,erPO,eT LoT 5 LOT 4- S 41" S4/f• A 90 B7 - 2823- P/) faR "Tt/F e ._ ORCHARD ;' T.QACTS-. Jt /N WALL .: Y _ • P/N�SN GR_�1�f _ __ _ • P=yr _fXisJ�_.RETAlAlW :_ WALL`r - ALTE.QNATE . _ _ �• . � .. . ' QRofEsslo'�t , No. 25203 EXPIRES • Dec 31. 2001 - ��, c � � ��. �.`� RGUSON °F cnL�� FF:Nr--l_fV L?tf` •46-434 ROUDEL LANE I>AN/EL FE.�IsuSO LA OUINTA. CA 92253 RCE ZSZo3 Exp 12-31-0/ (71;0).775-1930 U7 r _ SUBJECT �o 8i W,4LL PAGE Z OF 4 PROJECT LOr 4 PM, 2&935 pvt ES7;4Nc1,4_f DATE. 8-31-00 •MATERIAL _SPECIFICATIONS -&_ GENERAL _NCTES MATERIALS Concrete f'c = 2500 p.s.i. @ 28 days. Re -bar per ASTM A-615 Grade 40 Block - Grade A per ASTM C-90 Mortar 1 part cement, 1/4 part lime putty or hydrated lime. 3 1./2 parts sand per ASTM C-270. Grout 1 part cement ) 3 parts sand ) for 4". & 6" Block 1 Part cement" ) .2 1/2 parts sand ) for 8" & larger .Block 2 parts pea gravel) Grout shall be of fluid consistency. Cement Portland Cement per ASTM C=150, Type V. • GENERAL NOTES 1 Solid -grout a 1 l cells in retaining portion and all calls containing steel. 2. All footings shall be poured on undisturbed natural ground or on. undisturbed engineered compacted fill. 3. Wall shall be laid -true & plumb. 4. Provisions shall be made for adjoining construction. S. All splices shall be 48 bar diameters.` 6. Provisions shall be made for planter drainage piping as shown on drainage plan. 7. Perforated subdrain pipe shall consist of 4 -inch minimum diameter PVC Schedule--40,*or ABS SDR -35, with perforations laid down. Gravel encasement shall -be 3/4 -inch to 1 1/2 - inch open graded. Filter fabric shall consist of-Marafi 140N, or equivalent. Subdrains shall be connected by solid, outlet '.pipes 't.o .projPct pnder.ground drainage: system where practical, or outletted through: wall. 8. Stone or tile veneer shall be attached. to concrete block • masonry in'accordance with Section 1403.,. U-B.C. 1997 Edition. 9. Earth face of retaining walls shall be dampprocfed in accordance with Chapter 18, U.B.C. 1997 Edition. G.eo7 SUBJECT PAGE 3 _OF . 4: PROJECT._ _..La T. 4 P. M• ' ;?89-357 THE.. FF7-ANC/AS DATE ,STEM ., . .BAS. of G ,SLocXS - 333 7.Z)/ ¢ @ lam/ cE.-1T.-,2 a F WA L t- Z.8 " �0 040 ?'6 P nP = .077 \3 bd iz (L. S) =. 8 ?Z3 Z / s . /aJJ d . /o (. 8 g z3) (Z , 8) O• X - (4 zo, ooa� _ 1 P•s" a913)(Z.a) ` k T,c�P�.e�rTv,¢� �,E/A/tG.eGC MENT t � ' a As. f02. •"s ¢ d Z.¢ ,� _ / O _ (D•,rc . fo iz- T��r,�. vF 2; :s .tF.9 rsf �TWv 11aA 4 -Ly = %3 x • /4� _ . 0�8 G.eo7 * i /goo 434- AOS).rrAA1CZ 7-D OVA'A71-1AA11^16-13 13 . t-7 x $3 = 3$3 /-,y 2,67>e '1540 532 08 ,e leo = 64 2.13 '",W AW -'�VZ /p, 0& )CO "574 . .... .. 2- 9 Iri 760 3 X 3 1144 • • SUBJECT—_1: W, L L. _0/V EX/5_T. /G. R_ fTA/NLNG_.L1//�.LL_.._ . . _PA��F.... / : OF S PROJECT—_I0.1._4,.._.P_:Al, _28935, _ Tflf `STAI1CIr45 DATE DP.S/c�/ CIC /T4.FIA LOT .5 LOT 4 winl� PR -ESS• _ /5 PS.f ,BASEp av 70 /'7.R1l. FXPvsveF C, r�ISG . STRucTveES PROPERTY L/MC AGTivE zFA,en,/ P.QESS. jo.� LE✓EL .BsiCKFiLL , A- PASSI✓E P,�Ess. = 30o p,Gf. �jP ( a, 33 WlrH 17ASS/ V,5 RFS1.57A✓CC �" M/3X, ALLoI.✓s+BLF .So/L. 6F/J,z/h/!� W4 VAL v.�S Pfe Sa/L 5 ,2rPCLeT PEA 50/1-5 RfPD.eT P1Z�P�le,E� ,a y ,avfi,�Ac�.rFfes NO. 87 - 2823- P/� FaR "TGIF _ .D�?CHARD j' TiQACTS . ZG 524 Fr ZG 525. 6z - .-.ORILL-:.�-Ii011!fL: �4�C�32 20" DEEP, O,f. WEGD TO EX/5T/NG :. _.: �.5°.BARS.. ........ O Q ftoFESSt�,I No. 25203 * EXPIRES N Dec 31. • '�C1V1b �•3` SOF CALIF0 �-3/-oa �r9N/EL f�.2G sON . RCF 25Zo3 EXP /2-3I-0/ 278 =#4&-32" _11V CTR. _.OF WALL, �k 'p Ol 2.4 -- - =7N _CE V rlrR._ Of WW L AGUSON fL .f � QttL� •6-414 ROUDEL LANE LA OUINTA. CA 922S3 (.7L0),.775 -1930. 278 SUBJECT �o 'DWALL On/ EXIST, /G 2ETAIN/iV� LVALL PAGE 2 of 5 PROJECT LOT 4. _ PM. 29935,, 7PE F67ANC/A5 DATE e-31-00' MATERIAL SPECIFICATIONS & GENERAL NOTES MATERIALS Concrete: f'c = 2500 p.s.i. a 28 days. Re-bar per ASTM A-615 Grade 40 Block: Grade A per ASTM C-90 Mortar 1 part cement, 1/4:part lime putty or hydrated lime. 3 1/2 parts sand per ASTM'C-270. Grout 1 part cement )• 3 parts sand ) for 4". & 6" Block 1 Part cement ) 2 1/2 parts sand ) for 8" & larger Block 2 Parts Pea gravel) Grout shall be of fluid consistency. Cement Portland' Cement per ASTM C-150, Type V.. *GENERAL NOTES. -------- 1. Solid. grout all cells in retaining portion and all cells containing steel. 2. All footings shall be poured on undisturbed natural ground or on- undisturbed engineered compacted fill. 3. Wall shall be laid true & plumb.. 4. Provisions shall be made for adjoining construction. S.'.'All splices shall'be 48 bar diameters. 6. Provisions shall be made for planter drainage piping as shown on drainage plan. 7. Perforated subdrain pipe shall consist of 4-inch minimum diameter PVC Schedule-40,'or ABS SDR-35, with perforations laid down.. Gravel encasement shall be 3/4-inch to 1.1/2- -inch open graded. Filter fabric shall consist cf Marafi 140N, or equivalent.''Subdrains shall be connected by. .solid, outlet'.p.ipes t.o..project-underground drainage: system where practical,•or outletted through.wall. 8. Stone or tile veneer shall be attached. to concrete block • masonry in accordance with Section 1403.,, U.B.•C. 1997 Edition. 9. Earth face of retaining walls shall.be dampproofed in accordance with Chapter 18, U.B.C. 1997 Edition. .ALO • oo/ 06 . .. (g • £') (.55/6 ') z/ - P•�9 . _ 77- C F/-z ) szz- � � •x•v (gig • £') / - !'�►' P4 77, Z�"•� = _ • X596' = ,�; Az OL Z = D o 06 a'7P'79 „8 ` .._ .. 079 8 77ErMON/M X.,. Q S(f/JNb5HLX07izarouci ! • _�d � 77b'Ma3n0 '77 dM „ D ; Zo�!'HIlS SUBJECT 6 �O /WALL -OVE2 fX/$j- /�4" 'RfTA/IV/Nls ..Y✓ALL PAGE 4- OF 5 PROJECT L,OT. ¢, ;" . P. N1. 28 935, T/!E : •ESTANC1AS - DATE ,6gsE OF EI/57. '8' BCOCK ___.�RETA%N/NG:�WALL)--- _ Pw = 6 X /5 = 90 # . /'> = 90 2 tlA3�= • 39 0 � 3s = ,'.3/ �� - .. 3% ./,.33 L O" I 00 504-. np ' : /3% J = , 8� 75�k1 = 5.80 . 4.04 x 67,80 =. Xlo2 :P-i•L• .�.,(< tso�" k 40¢ (/Z) _ . :� 39¢ P r. a•� (:< } 20 C00> 23' x • 8675,e 3.8 • b,,'d iz x . 8675x 3.8 Iry . - y` • 903l . SUBJECT _'o WALL OYfR fX/ST, /-• j �;.?fTA/NJ�/G WALL . PAGE 5 OF Lor �4 PROJECT . R.A7 ' 2,053 ,. THE ES %ANC/AS TATE - -8 - 3/-00: F007 h VC- _.._.. 2,33 ,e.35 Me74 -- - 2 3 55¢� TvT - RE,SfsiA.►/C.t To OVY.eIWIV/NG 8 y -gcocx_.._ :....�.. x 65 39-10 /10 ' 390 # '/23 123 fAlftTii ON jl4rL 0,67 x/.33x /40 146 FQor�r✓G 2- o x/ x iso 300 1.0 300 tiv 902. 902) .13,3. 3 3 (,45 fAGT4.� of 'Ss�jFi y joR. OVE,2rv,2.y�1✓G = �G/. _ .�, 73 o -Y. ( ) /. S� 46 w �- 302 4 / 5 F�crv;� of f�►FEry .=oQ sc�DiNG = ¢/5. _ . Z /85 279 SUBJECT -4 8U AFLAIN_/NG -WALL.-...WITH ..SUR.CHARGE....-:..__.. ..PAc,E-_... /.. OF 5 • PROJECT f51-ANC/A5 DATE 6-3/-00 DfS/G�/ GR/TP,PuA � LOTS LOT 4 - Win/ PRESS• = /S PS.f .BASED O/N 70 /"LRhI. EXPosveF C, M/SG . STRucTveES /°ROPfXTY L /Nf AcTi✓E eAx-7;v P•QESS. 3:5. �`" PsiSSI✓.E P,¢Ess. _ .300 PG,f. F.P. 4.6 WWrq PASS/ V� RPS/STA�/C't� �� MAS, A L C o µ/A6LE SOIL: 6,el),2/A/G :WALL :ON fX>S7. vALVPS P�.e SaLS ,ZrPCLeT 776"-A5M/N/Atg-------- WALL) . lay avFi/A • ('No. B7- 2823-P/) AoR „Tt/F.. :.:......_...._ `(J P�...:: . '096 HARD ; TRACTS_ 2G 525. . CLR.. { ......... AWN, {. :.._ . . 4 s8 0 #4 #.. All QS k `\► I NOPJ WOVeAl G/LTPR FA40.e/C. FE'�� X10.25208 EXPIRES ooc 3 1.Civ l- � C1y1�. �. F P AGUSON �F CAl �F� � FF— j9 —.;/—Ov 46=414 ROUOEL LANE j�ANIEL `��GUSO LA OUINTA. CA 922S3 RCE 25203 EXP 12-3/-0/ . (-7a0).-77s-193o SUBJECZ--4--� 8 ---,FETA/./V�N�s:...._1NALL PROJECT • MATERIAL SPECIFICATIONS & GENERAL NOTES MATERIALS Concrete: f'c = 2500 p.s.i. @ 28 -days. Re -bar - per ASTM A-615 Grade 4.0 Block Grade A per ASTM C-90 Mortar 1 part cement, 1/4 part lime putty ^or hydrated lime. 3 1/2 parts sand per ASTM -C-270. Grout 1 part cement ) 3 parts sand. ) for 4". & 6" Block 1 part cement } 2 1/2 parts sand ) for 8" & larger Blcc:k -2 parts pea gravel), Grout shall be of fluid -consistency. • Cement Portland Cement per ASTM C=150, Type V. GENERAL NOTES ------------- 1. Solid grout all cells in retaining' portion and all cells containing steel. 2. All footings shall be poured on undisturbed nataral ground or on. undisturbed engineered compacted fill.. 3. Wall shall be laid true & plumb. 4. Provisions shall be made for adjoining'construc_ion. 5,All splices shall be 48 bar diameters. 6. Provisions.shall be made for planter drainage piping as 'shown on drainage plan. 7. Perforated subdrain pipe shall consist of 4 -inch minimum diameter PVC Schedule 40, or ABS SDR -35, with p=erforations laid down. Gravel encasement shall be 3./4 -inch to 1 1/2- inch.open graded. Filter fabric shall consist of Marafi 140N, or equivalent. Subdrains shall be connect ed.by. solid outlet'.p.ipes t,o project underground drainage system where practical, or outletted through wall. • 8. Stone or tile veneer shall be attached. to concrate ,block masonry-in'accordance with Section 1403] U.3.C. 1997 Edition. 9. Earth face of retaining walls.shall be damppro.o.=ed in accordance with Chapter 18, U.B.C. 1997 Edition. SUBJECT 4!8rr RETAIA"14 WALL WITH $URCNARGE PAGE 3 OF --f • PROJECT Lor 5, A./'i. 2893-5.; THE ,F57,4MC/AS DATE 8-3I-00 ..._._i 1 :: r r t _ t _i -* r 1 � t r - •__.tet -/ / t `� f -_ _j_� X�.- i 1-1 1 � � -. I t { t >. :Fr V. I I j .; I -! 11 i -r-r- • - S --i { s r i t j 1/ •�/ - t_ ri .—'� \ t I__j--•% (5�+�--�_'_,__:..__—... ' .:�_i '_ i s �+�_ �v 1 ._! , r__.._._•-- r T_«�• _ _ ...____.�.------ ----- _____...------ ------ -.------___--_•_-_. EL 59./..:_.._____..___!0%�P3J=:- • __...._ 72 �1F ...__ ._ - :.._._. �T.. !•7 ' /3�wuw _BoTT.-. of:ExisT. W��L. frG: - /.33� _ � 1 _ ._ -:�.. .--_.__.____.._____- ___.._ 3 72 _.__.... ......... ..... 3 279 SUBJECT 4'49" RETAh/'N4 WALL WITH SURC'<IARGE PAGE of 5 PROJECT LOT THE ,.E5Tl4,/c1A.1 DATE _--._.----•---- _...PE-==.__4._,.G7'-�-2-�-----382------------------ME-�---3�8Z. �. 3�.._-..._595_.. ---•. X&AN272- �Z ---�rar----- 595, t_ /17 - , bd z k��. (s3Z� As_ /v,07' 7/Z = _L = 520_ _ 9 p.s.�: � o•�• (� lg� - b� d �Z (.9ozz)Cs3) p,s:t;. Z. (, 9.0zZ��s.3� 00 c" 4,67 • • 0 --- ;c mo S�Rt1l DSI. FTG '0 fte4. 0, 63X 21co SUWECT 4� $ RETAIIJ/NG WALL wirN SURCHARGE ?AGE 5 of ' S PROTECT Lor 5, pm. 289351 T/Ae ` FSTAyc/A5 DATE - �A/ZTh! . ON R Fel- 0,83x 4.67 x /00 • 389 / . 9 / 743 ,e -4A, N oN ToE .6 7 x D.S x /00 .s-67Z�_.35)`-=- sG3_(_s•37=.._/oG3 ---- .•67 >- 150 .10.0 1.33 /33 148/ X =,¢- - i'Iar vV = 214_/ - J-354 = .. ✓; _ . 53 (Orsi JJDG �D�t� Ti.2�) / 2 / 3 (x) 3 (, s3) i </3oQf 2ooxi,33: t 300 fAcTo,� o� fiffElY ,r -,Ox o v4oruzN/A,�G = /"1 = . 2/4/ - -Z07 48.t 36 ,�ES1SiAN0r_" jd SLIDING --- ;c mo S�Rt1l DSI. FTG '0 fte4. 0, 63X 21co 179 ; =: / -_� 342 , 8 ,. deo c.�c ¢,G7 x .49Z' . 4 30 •. 1 . -17 :503 - �A/ZTh! . ON R Fel- 0,83x 4.67 x /00 • 389 / . 9 / 743 ,e -4A, N oN ToE .6 7 x D.S x /00 33 .3-3 1/ .•67 >- 150 .10.0 1.33 /33 148/ X =,¢- - i'Iar vV = 214_/ - J-354 = .. ✓; _ . 53 (Orsi JJDG �D�t� Ti.2�) Z J4 8/. % _ /8 (a¢ �'• S.l`• D.,�. 3 (x) 3 (, s3) i </3oQf 2ooxi,33: t 300 fAcTo,� o� fiffElY ,r -,Ox o v4oruzN/A,�G = /"1 = . 2/4/ ,�ES1SiAN0r_" jd SLIDING , 33 ( 148/.) = 489 # R�rsSwr 2, /7 L ( 300) = 706, Z• . j�TJ1L �.GsIsT�L✓cE = J/-95 .773