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BWFE2018-0196
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 78-495 Cr -LE TAMPICO T ity, D 04(V Qk4a LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2018-0196 Property Address: 52577 MERIWETHER APN: 767690028 Application Description: WAGNER/ WEST PLCOMBO WALLAND INTERIOR WALLS Property Zoning: Application Valuation: $45,000.00 Applicant: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: WAG TRUST 52577 MERIWETHER WY LA QUINTA, CA 92253 BRADSHAW CONSTRUCTION INC - JACK MARTIN Contractor: 81335 THUNDER GULCH WAY D BRADSHAW CONSTRUCTION INC LA QUINTA, CA 92253 81335 THUNDER GULCH WAY LA QUINTA, CA 92253 OCT 0 5 2018 (760)347-4246 CITY OF LA QUINTA Llc. No.: 848057 DESiGf�&DEVELOPMENT DEPARTMT-______' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 fcommencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 84115 bate:-4.0 Contract OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 700D) of Division 3 Of the Business and PrOfessfons Cade) or that he or she is exempt therefrom and the basis for the alleged exemption. Any.violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($SDO).: (_) 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 LEGEMENT within one year of completion, the owner -builder will have the burden of proving that IMPORTANT: Application is hereby madePPLICANT to the Building Official for a permit subject to he or she did not build or improve for the purpose of sale.). the conditions and restrictions set forth on this application. as owner of the property, am exclusively contracting with licensed contractors 1. Each person upon whose behalf this application is made, each person at whose to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' request and for whose benefit work is performed under or pursuant to any permit State License Law does not apply to an owner of property who builds or improves issued as a result of this application , the owner, and the applicant, each agrees to, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and the Contractors' State License Law.). am exempt under Sec. employees for any act or omission related to the work being performed under or (_) I B.&P.C. for this reason following issuance of this permit. 2. Any permit issued asa result of this application becomes null and void if work is not commenced within 18D days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. Date: 10/5/2018 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 oft the work for which this permit is issued, tzzm 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 thls Perm It is issued. My workers' compensation insurance carrier and policy number are: Carrier: MID WEST EMPLQYERS CASUALTY COMPANY _ 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. 13attr: k!Q �i . (p✓ d[pplf'rarit: �' {�� WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FtNE5 UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATON, DAMAGES AS PROVIDED FOR IN SECTION 370fi OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 :onstruction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes- r )ate: Signattitel(Applicant or Ag r Date:—'- T/5'f2018 Application Number: BWFE2018-0196 Property Address: 52577 MERIWETHER APN: 767690028 Application Description: WAGNER/ WEST PLCOMBO WALLAND INTERIOR WALLS Property Zoning: Application Valuation: $45,000.00 Applicant: BRADSHAW CONSTRUCTION INC - JACK MARTIN 81335 THUNDER GULCH WAY LA QUINTA, CA 92253 Owner: WAG TRUST 52577 MERIWETHER WY LA QUINTA, CA 92253 Contractor: BRADSHAW CONSTRUCTION INC 81335 THUNDER GULCH WAY LA QUINTA, CA 92253 (760)347-4246 Llc. No.: 848057 Detail: 176LF OF 6' GARDEN W/2'3" RETAINING, AND MULTIPLE RUNS AT VARIOUS HEIGHTS WITH AND WITHOUT RETAINING PER APPROVED PLAN. [CITY AND ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT CITY AMOUNT RETAINING/COMBINATION WALL EA 501-F 101-0000-42400 0 $124.80 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $109.20 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $52.01 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $65.02 Total Paid for BLOCK WALL: $351.03 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT CITY AMOUNT Credit Card Fee 101-0000-43505 0 $6.62 Total Paid for Credit Card Fee: $6.62 DESCRIPTION ACCOUNT QTY 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 i PERMIT .# PLAN LOCATION: Project Address: v�'2^� /��� Wei Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: NCW Gf--Lcc i� ll��� Applicant Name: ,ice Address: City, ST, Zip: Telephone: Email: L �� W�dLs-j�G i�GUL]C 1I�1 S `� s } COvt Valuation of Project $ ow IContractor Name: RM fj,-J _ _ /,? _ _ -4_ _ L- _/ I New SFD Construction: Address: City, St, Zip Telephone: `�� 41 _ Off- 9 Email: m,, r 6 m,^ V- h State Lie: &�r� s City Bus Lie: Conditioned Space Garage Patio/Porch Fire Sprinklers SF SF SF SF Arch/Eng Name: Construction Type: Occupancy:. Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lie: City Bus Lie: Property Owner's Name: k" L- New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: /8495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 HIGHWAY 7 1) DR CARREON DR Lj AVENUE 48 G+Zr. 2 w ' � Ln AVENUE 50 z � AVE /UE 51 Y � � "Av52 U 7 ( h 1 VENUE 53 AVENUE 54 VICINITY MAP NOT TO SCALE CITY OF LA OUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE - DATER l BY -rWh! Ll-- r„,aA04n svWO PRIVIIE ENGINEER'S NOTE ra CLWTLALTD1t: URL17Y P.PIS, CaAOMrS OI SRWA m Y*m ON pwsS F11FOS ,AIL a80I,E0 LR A SOAAPN OF TIC i AALW ALEQCS ro ITC xsr OF aLR WQAMEW 4QpRAWx%ww CO�Y7k�Il'T $ RL m w 1AQ lVE.1NPLIRILRWAiRr A1pIAE4r TO ftmw RC `_ wOE IN9[S 8AI7/N OII OCY 26*3 RAF CQVrAACraR I where Wow. TIMTNYN A5501a ALL UTILITY AND RESPONSIBILITY FOR :sii hd. MOM r110. MOT =D =1T5 OR STRUC7URE5 SHOWN OR Nor In the City of Lo Quinto Precise Grading Plan Wagner Residence OWNER: IRmy R16ERTXE OUP 1TQMSG lA,Tp4r, Au 2l7F S sn VYW' Prof 16V,Y vRncr~ u umN (FrG] FTF-LLHa pL.glAe0u0mm LOT 36, TRACT UAP NO. JM76-2 PER MB J93/61-80 SI(E ADDRESS NERNETHER WAY U GUINEA CA 9225J A55E3S0R•5. PARCLL ND.: 767-690-028 OAW IF THE SOUTH LOT LINE OF LOT J6 AS H7727'JI E PER NB 393/61-80 CEHTERUNE FS AT PCC AT STA J4+JL6o AS ELEVARO4•(993 . 76 FS/PCC) PER APPROVED ROUGH GRACNG PUN FOR PAGE I, MAU Na imm-T slyr MG.P OF WEDGE CURB AT NORTHWEST CORNER OF LOT J6 ELEVATION•(995.01' TAG LS7557) WE *E> WJ 7r('WICIAM AT ME W ANIGN RC E1GIKrff a AF= 91411 USE TO CERTIFY END E7LVARON AND FINAL GRACING CERPRIQUION THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY OSCRUANYAES BETWEEN MIS BENCHMARK AND THE BENCHMARK USED BY THE CONTRACTOR PRIOR To ANY GRADING. THE TOP— ge IRAPNY SHOW HEREON WAS OBTAINED BY A FIELD SURVEY BY FEIRO ENCI NEEFM47, ING ON 9128116 yyrjQ�f,'O. TAD. EL15'ARDPa, ME MPRDVED PIO ELEYATGNS SNDAN HEREON NFII£ P ROUGH CRAWNC PUN FOR LO FR L RIE IP NNOAP,ROAO JJ076 EASEMENTS: ® EASEMENT DEDICATED FOR PUBLIC UTILITY PURPOSES W FAVOR OF THE CITY OF U OUIMA EASEMENT DEN TED FOR UTILITY PURPOSES IN FAVOR OF THE IMPERAL IRRIGATION DISTRICT. NOTE.' cRA¢ fr LnA r LXRrAr9 +ARM r.[u IIXa A• uMFa ODOAIne xArzDb Du¢ srnE Tmc caa Aw/ox F.� sR1A rF Lrawrm o a �w n wl�c r .In4RLT �WR fAa r A'wmL u• o►m ,.PAe R�i�. ' r�0°oAlTarunr.I. alnEr, ov vAara IT • WMMIIY ONN COVER WPE oNOT ENS ( szRRANc4 jYE I WNEx Nor ND of uNE. PIT GN I• -LIE PER DRAIN DETAIL SCALE: 1-= 1' INOICATED ON PUN: $ —^uG WHEN END OF TINE NOTE: OUNIIRIES ESTINAT SHOWN IS FOR PERMIT PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE OUANRNES FOR HIS 610 AND PAYMENT QUANTITIES ESPUATE DOES NOT INCLUDE CLEARING, SHRINKAGE. SUBSIDENCE, ANY OYHER LOSSES OR ANY GRADING OR EXGVATVN COVERED UNDER A SEPARATE PERMIT CUT" - Mo L47 YDS FTµ . dR0 CTl LEIS Uv JOO CU 1w juvwT, NOTE: DRIVEWAY APPROACH REQUIRES A SEPEATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. A LETTER OF CERTIFICATION FROM THE ENGINEER -OF -WORK STATING THAT THE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. 95X REQUIRED IN BUILDING AREA NOTE TO OWNER AND Cm IF IS THE OWNER'S RLSPD'.,B TO SCHEDULE REGULAR MAINTENANCE OF FIVE DRAINAGE SV M, INCLUOWG &IT NOT UNITED TO AREA O"NS BRAIN LINES, DRYWELLS AND OMER BONES. CONTRACTOR SHALL RECOMMEND MNNIDdRICE SCHEDULE TO OWNER BASED UPON INSTALLED EOUIPMENT AND AS-6URT CONDITIONS. ROOF OWLC AMVZ 04L FRENCH BRAINS, WT O1"ETC WY OE ICINTO DRAINAGE .TIMM QVERa(RG Or I'm 4w 6C 00CE5 w NOTE. UTILITIES SHOWN REFLECT AVAILABLE PUBLIC RECQRDS IT SHALL BE THE RESPONIrftl Y OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT HEREON, AND TO NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600, 48 HOURS IN ADVANCE. FOOTING DETAt RNLSN FLOOR r0 PAD • 6- FlN6H FLOOR IO FlNbM CP.IDE 6• Nor TO SGILE APPROVED BY. DATE APPROVED FOR PERMITTING: I PLANNING A ZONING COMPLIANCE: ITIIY �aF a 6LINTTA CRADINa NarES: T GRADING SHALL BE W ACCORDANCE WAIN FW EWSIN 37BE0 GRADING REQUIREMENTS OF THE UNIFORM BUBOING COO{ LATEST EDITION, AND SOILS INVESTIDATION, M LMTL77 r } Br - TELEPHONE NO- 2. THE SOTS ENGW£ER ANO THE ENGINEERING GEOLOGIST STMLL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLUS SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. J. TIE DESIGN CNN. ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSIRUCMJN TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN INS P(RMEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENF DRAINAGE STRUCTURES TEMPORARY ORAN14GE CONTROL SHALL BE FRONDED TO PREVENT PONOING WATER AND DAMAGE TO ADJACENT PROPERTY. B AFTER CLEARING, EX/SRNC GROUND SHALL BE SCARITED TO THE MINIMUM RECOWIrMdW BY THE SOILS REPORT. 6. THE AMMA44M CUT AND FILL SLOPES SHALL BE 2.1. 7. PADS SHALL BE COMPACTED TO A MARROW ROW OF 95T RELATIVE DENSITY PER A S.TAL 01557 SPECIFICATIONS AND THE ABOVE MEN77ONEO SOILS REPORT. 8 ARNIRHF BUILDING PAD aWJ4GE SHALL BE 2M DRAIN4CE SHALL BE A JWENEMUM OF 0.3' DEEP AND BE CONSTRUCTED A MWIUUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES (EXCEPT" THOSE PLACED UNDER THE STRUCTURE). THE AIINWUM SLOPE OF SWALES SHALL BE 0.5X. 9. ARC Ri.S SrAIEt BE C611MACrED TO A UNARM CIF PORCFIN aF 70 EGUNACEN7AR AS APPROVEDB BYE CIENGINEER 'DENSITY SHALL BE DETERMINED W ACCORD4NCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT. AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE rEMATIVE THE MNMUM SECTOR IS J" AC. OVER 4.5' CRUSHED AB. OVER 12" OF COMPACTED SUBGRADE. AOCJTTONAL SOIL ✓�AIAILL BF RE+7iA1RiD AFTER A9NIQlI CRAOWA: 1T1 DEIEMAWUE E,RAC7 5iITON TS. TW CITY PVDINEHR .WALL APPROVE THE FINAL SORELY SEVNEW it, THE CRY ENGINEER WILL RENEW FUR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF iT VALUE IES75 FOR ROADWAY SUBBASE 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH MDRIZON7AL AND VERTICAL PLACEMENT 70 PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL ADIURE OF SPECIAL EMPHASIS SHALL BE AV ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13 THE FINAL COMPAC7ON REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CO~ THE TYPE OF FIELD TESTING POVW&EO. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF 09TMNWG THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING SHALL BE SO N07ED FOR EACH TEST. SUFFX"T AA NARW DENSITY DEIERAINATION SHALL BE PERFORWO TO VERIFY THE ACCURACY OF THE A04XWUV DENSITY CURVES USED BY THE FIELD TECHNICI , /4 ALL NNO£RGROUND FACILITIES WITH LATERALS, SHALL BE IN PUCE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER WATER. ELECTRIC GAS AND OAXMGE. I& THE FINK. UTILITY LIVE 94CKFXL REPORT FROM THE PROJECT SOIL ENGINEER SHALL AVCLUOE AN APPROVAL STATEANENT THAT THE 1340KFILL 15 SUITABLE FOR THE INTENDED USE. 16. SWIAMAIvq POOL, SPAY DA K[Evhr APPRWCN AND BLOCK W14LS ARE NOT PART OF THE G04E8NC PERMIT SWOT FOR SEIWUFE UMUA 4 PERMR(S) I7. THE CONTRAC70R R REPSON^49LE 70 PREVENT SILT CONTAMINATION OF STORMWWTER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEOV£Nr IMPROVEMENTS BY ONE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ALCVVANCE AYSTORM CkIXLiGf 11//)!FE r701nON FACWrIm DEC CONTRACrog SHALL LOM1GLACT, N PR£.AEhX1iE OF THE Cf" RN•MCTOR, A PERFPNML/ICf IESr DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES IB. THE CONJAACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. IB DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CRY OF LA OIIM, PUBLIC WORKS DEPARTMENT. Civil Engineering �" �coF/u+v S7Z5T 1 Lend 5'urVeyin9 (760f JI6-6015 Precise Grading Plan Lot J6, Tract Mop No. JJ076-2 DWG �n Per A18 JUAI-W,, ON 767-6507-028 e AG VIPI�b? GRAPHIC SCALE �r � - _ � imrasrnciw-ter- �� f 10 >g rg � � n�� DAAa M aq, 1 >•e � r ^ i 9f rar I /'' l A" / / t % _• 716� } ~ E 1�• f9%B IEJy \\ I Wch . In fL / • � f f �l f � ! - -j,W, .. E -`. .. r � � / ` � ` j� -: .� � • � .`• .. v r ; m1:y,. r, . \ram+ � � ♦.1` �`� J ,+� 9O rsiv.lgr�' •' ` �ri'\ �uu°pn� r \. x.'• � LOT 35 ED` •y: ' 10oi 10R ,•n 4 � rr� a `\ ,1 , � ` \� CITY OF LA QUANTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE -BY Underground Se"Ice Alar} Call: TOIL FRE 1--80O 227-2600 eAn � roc M (1000! API PROM PRO) - � IOOtBO If\ ■ 1 +!� � - ' .. ffi'R � �:� v ' � I ` r - r r. VAMKW nw n rWl 1 - - ti p� rm[rm . uw,r.rl� LOT 36 B.P.4om mA C.B. BrLH PROPOSED RESIDENCE - . H.P. Isar Ry 1002.90 FF waLm.. Euarav R PAD PAD BE4,IgV (100L� APPROVED PAD) nAmn ? pp t , f wRs.D xx�irP s�� .gr 11 xn � T _ % l f 6i` f e.F. m�rtur aoorr"�w' • ' mar � � .�• ;; ,' _ � � 1 � "� - � ��� . s� �: ,� � � ODD 21 AM 2ALL-L. � � r (E]sl Emr�ABcv nw � 1 � � �, xYslr - -- 99.D PALWStD BLNIIIPV ' `l ■ 1 'P "�m' � � ,,air �ooz rcr �f ----- mDrr�uc�avB-o�-MY ■ ram-°` �� dr / �arrr • 3uxuu': �'•- �,� 4�� ■ 7� .'� d 1" � .. J e rtLw sraPE `� �Z` , • � .■` 'ixiw r � � �� - � a,Dmerr. nay w � �N`Error`B moDra `� . i�"� •.\ �'.' ,�`` � r.�ipp.r c J Ire / J tn�a�. r� xrar r� �w rx.e wD . �� ass y,LDa roai !A R� vanYrar .1 � gnq.q,� I L. ® FUIfA rEILP •� +� � � � � r� tmi��m � +�.� � � � " � \nmr.e rcl � ® uLcrrtr eux LOT'r0 _ : LOT „K„ RWSD OMC l� M II. x is, r uRDsaec nc Paw �4 . lll`+" ® ,• OtNI rcR eau av v¢r 1 �';9A �Y { r ��■ � r � �_ � �Sy G 0.M•40Y byrtl . � �1 t I 9,xA •� /JJ � Ife.C3770 � ® MIER / 1 or REVISIONS: oAFE IWAL APPROVED BY. aIE P.D. - 1�OB0 Civil Engineering a.. —1 ccr' 1 errs, LD..d SL yrng (, ) 346-8015 ^^- ^^' 77 �7 In the Cit o La vI z 2 xrr , MR w 4r far06 11 r7 se Precise Grading Plan Lot J6, Troct oft No. JJ076,2 Per A19 30161-M• APN 767-6.99-028 '• , •ru B 1R RNF era tii¢x�lrs n>.voe sar "�rLs u voR: Wagner Residence _ ` k 4-(' Rtb u)kU, ,Jr,t41{ �trCTifttt� `� ` �a��e `, i� (AAC, 9la Lt 43 - lY H Lk EUl7k� ! R k"a€ULIi uhA 0ALAl�CtSe sidlll�a�.��� --- - 1 isetc.K Wpm 3e 4T- oAo, 1mo3._�?` �,� � �� � e�xi' � � s �0 L Q' t I v y�t l.D�r 7�O -M � UALL. ►.lv T t►`itr ri i W1J k GHEE -CITY-OF �LAQ A BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE.. —�i. ---- 1. C Wj .- 1. See Civil drawings for grades, drainage, and driveway design. 2. See Landscape Construction '•cprawings for hardscape dimensions Site Plan �•� }P.tr1/1% d& i 0 y O tC�� a J4y�CO.,INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: DESIGN CRITERIA PER 2016 CBC 2, .ai._.OWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Dpsf E. CANTILEVER ACTIVE = 30pcf 6, MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. 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 NCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS, JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES, 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi @ 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 IWR 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 2000psi, 7. IRS'" COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE S ?LASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS, 6' t® S' High Site Wall Concentric Spread Footing C ® 110mph (ult.) Risk Category I 6" Wide CMU OPTIONAL WALL CAP r sTD. LADDER TYU (#S STD FOR SLUMPTONE).— JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS wl REINF. 'X' BARS PER SCHEDULE CTR. OF WALL DWLS, TO MATCH VERT. REINF, LAP 24" MIN. F. G. 9. VERT CAL 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 WET —SET FIRST MORTAR WASHED COURSE 10, GROUT ALL CELLS WITH REINFORCEMENT. 2—#4 CONT:--- .1• 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. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS CONT. GONG, Fl SEE DETAIL SHEET S-5.1, 3; DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY FENCE WALL SCHEDULE 'H' MAX X 8AR5 16" LONG CMU 18" LONG CMU B' MIN. 6-0' '4@48"o.c. 4@64'o.c. 1 —11 44 O.C. I 7'-4� � #4®32"o c. 4®36"o.c. i 2'-3" 4@24°o.c. 4@27'o.c. 2'-6" GHL INC. 17.l1•.Ei6i 86�i116 Siruix Lonna. CR 9T72] - 6:fi.93b-tsyf � 1 s26 53Ra165 CITY OF LAQUiNTA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION DATE q.i ILVBY u� PER SCHEDULE �0F ES51p� I I� L 8C1 8VL;; 7E-7-5 XP9 qC 1 �• s 0 'd a I a 1 I I W8LOCK*CaC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 2' t® 6' High Retaining ',,%Iall Level Backfill B* Wide CMU 1 DESIGN CRITERIA: �a ETA 1. DESIGN CRITERIA PER 2016 CBC CITY 2, ALLOWABLE SOIL BEARING PRESSURE = 1500psf BL V!I1LDING & SAFETY DEFT ALLOWABLE SOL PASSIVE PRESSURE = 150pcf COEFFICIENT OF FRICTION = 0.25, COHESION = APPROVED ^,. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPEC110Nf, FOR CONSTRUCTION NOT ,REQUIRED PER CBC SECTION 1704-2. EXCEPTION 2, 'U' OCCUPANC . i. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITFRIA FOR iE PROJECT SPECIFIC SITE�f] NOTES: - - - REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A1515 GRADE 60- PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS. % NOT USED 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS CTHERWISE 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 (TON GUEAND-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 IWR 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 2000p s is PRST COURSE MAY BE WET -SET 1 112 INCHES MAX- WHILE CONCRETE IS PLASTIC, 8- CONCRE -L BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH ✓ER 11CAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 4C'--O"o.c,. OR 20'-D"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. NOT USED 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 13-5-1, 3- DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY RETAINING WALL SCHEDULE H, 'X' BARS •Y' BARS 'B' MIN. C' MIN_ 'D' 16' LONG CMU 2'-0" 4@32"o.c. N/A 1'-5" N/A N A 2'-8" 4032"o.c. N/A 1'-10" 0'-3' 0'-6" 3'-4" #4032"o.c. N/A 1'-11" 0'---6" 0'-9. 4'-0" 4032"o.c. N/A 2'-5" 0'-8" O'-9' 4'-8` 4@32"o.c. N/A 2'-11" 0'"9" 0'-9. -4" 4©24"o.c, N/A 3'-3" 1'-1 1'-0' -$• 3 4®i6"o..c. 4C�8"'o.c. i. t+228 L INC-si Badillo Szre Ccv". CA 9172_ }.536,0485 r� ,.new uiil :,e �-,- OPTIONAL WALL CAP #4 HORIZ, @24" 8" WIDE (NOM•) CMU FULLY GROUTED — 'X' BARS PER SCHEDULE - 'X' BARS PER SCHEDULE LAP 24' MIN. 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 14ON FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL F. G. z �"E WET -SET FIRST COURSE #4 CONT. @12"o.c. — 2-#4 CONT CONT. CONC. FTG. 'Y' BARS PER " CLR. SCHEDULE CONC, KEY ALIGN WITH FACE OF WALL LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0,33Wt. H, DISTANCE TO EDGE OF NEAREST ADJACENT 1 FOUNDATION ! I I BACKFILL- I WELL GRADED, CLEAN , SANDS OR GRAVEL OR COMBINATION 1 USC= GW,GP OR SW,SP i 2j" OUTSIDE FACE OF BLOCK TO 4-. OF VERT, TYR U 3" CL TYP P ,OF ESSIO, }V07 115 68 �c EXP. 9-30-18 � OF C 21F DATE SIGNED S-1. 7LQ BLOCK CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1, DESIGN CRITERIA PER 2016 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, f'm = 15000si. SPECIAL INSPECTION NOT RECUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7, USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. 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 COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C94. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTSLAST, 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 IWR MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC.. CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C470. WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. S. 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 FOO'ITNG REINFORCING IS 77ED IN PLACE. S. 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, DC NOT PLACE FOOTING WITHIN 5-0" OF A SLOPE MASONRY FENCE RETAINING WALL SCHEDULE X' BARS Y BARS B. MIN. 'C' MIN. •H 16' LONG CMU 16" LONG CMU I lA4&?''o-c- 1 J14048"mc_ 1 2--9" 1 N/A 6' High Wall 2' to 4' Retaining Heel -in Footing C a 110mph (ult.) Risk Category I 678" Wide CMU OPTIONAL WALL CAP #6 STD. LADDER TYPE (#5 STO FOR SLUMPSTONE) JOINT RE1NF. AT TOP COURSE, — AT FIRST COURSE, AND 24"o.c, AT FENCE S" WIDE .(NOM.) CMU wl 'Y BARS PER SCHEDULE 0 CTR. OF WALL. GROUT CELLS w/ REINF_ #4 HORIZ. 024"o.c. ® RETAINING 4"0 SDR 35 PERF, PIPE W/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 14ON FILTER FABRIC- - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.) CMU FULLY GROUTED !� 'X' BARS PER SCHEDULE, LAP 24" MIN. F.G. WET -SET FIRST z COURSE #4 CONT.- #4 CONT. ® 12"o.c. U CONT. CONC. FTG: CONC. KEY I LOADING °C.c. 4048'6.e, 3'-0' NIA SEISMIC, 57 DAMPING ® 1 SECOND #4®32"o.c. 4@48"o.c- 3'-5" N/A ACCELERATION Cs=0.33Wt. 2, FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC 4'-0" 4032"o_c. 40448"o.c. 3'-11" 0'-2� LOADING. GHL INC. 228 East Gadillo Street CoO1 . CA 93723 C.2(1938. _595 626 938-0485 . ��� N.N. n �[tt'Llc'• : � C I TY 0 F IL-1111 C) U 11NITA BUILDING & SAFETY DEPT ; APPROVED FOR CONC;TRUCTION 'IT' T 12" DISTANCE TO EDGE OF �LL NEAREST ADJACENT FOUNDATION f o x I � s `f , OPTIONAL CFiAASFER BACKFILL- WELL GRADED, CLEAN SANDS OR GRAVEL OR I COMBINATION USC= GW,GP OR SW,SP 24-OUTSIDE FACE OF BLOCK 70 a OF VERT c Iw 12" 12" I B' MIN. r• PER SCHEDULE QROFES51pn,� <, G c 7 m NO. 85681 �r EXP. 9-30--18 �$ C. I v OF r-\ '6 DATE SIGNED 4-1 ?- ] 7 S-1 o6L,Q is .. I )7-,