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BWFE2017-008978-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: T R CONSTRUCTION 77224 CALLE POTRERO LA QUINTA, CA 92253 c&ht . 4 4& Q" DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT B W FE 2017-0089 54705 AVENIDAJUAREZ 774262030 HERRERA / 100 LF COMBO WALL AND 62LF GARDEN WALL $6,000.00 MAY 2 2 2011 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: AVONNA HERRERA 77224 CALLE POTRERO LA QUINTA, CA 92253 Contractor: T R CONSTRUCTION 77224 CALLE POTRERO LA QUINTA, CA 92253 (760)831-1863 Llc. No.: 431792 Date: 5/22/2017 LICE NSED'CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 1 hereby affirm under penalty of perjury one of the following declarations: {commencing with Section 7000) of Division 3 of the Business and Professions Code, and _ I have and will maintain a certificate of consent to self -insure for workers' my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: B License No.: 431792 of the work for which this permit is issued. c . 2 Z� _ I have and will maintain workers' compensation insurance, as required by Date: ,) Contractor: 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: OWNER -BUIL ERDECLARATION Carrier- EXEMPT Policy Number: _ I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, 1 IshI151 License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair any compensation laws of California, andagree th , i I sho d becom subject to the structure, prior to its issuance, also requires the applicant for the permit to file a signed workers' compensation provisions of Section 700 oft Lab r Co e, I shall forthwith statement that he or she is licensed pursuant to the provisions of the Contractor's State comply with those. provisions. 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 Date: S 2_2-' 201 Applican?RS'COMPENSATIONCOVERAGE 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).: WARNING: FAILURE TO.SECURE WORIS UNLAWFUL, ( ) I, as owner of the property, or my employees with wages as their sole AND SHALL SUBJECT AN EMPLOYER TINAL PENALTIES AND CIVIL FINES UP TO' compensation, will do the work, and the structure is not intended or offered for sale. ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, apply to an owner of property who builds or improves thereon, and who does the work INTEREST, AND ATTORNEY'S FEES. '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 -APPLICANT ACKNOWLEDGEMENT within one year of completion, the owner -builder will have the burden of proving that he IMPORTANT: Application is hereby made to the Building Official for a permit subject to or she did not build or improve for the purpose of sale.). the conditions and restrictions set forth on this application. I ) I, as owner of the property, am exclusively contracting with licensed contractors to 1. Each person upon whose behalf this application is made, each person at whose construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State request and for whose benefit work is performed under or pursuant to any permit issued License Law does not apply to an owner of property.who builds or improves thereon, as a result of this application, the owner, and the applicant, each agrees to, and shall and who contracts for the projects with a contractor(s) licensed pursuant to the defend, in and hold harmless the City of La Quinta, its officers, agents, and Contractors' State License Law.). employees for any act or omission related to the work being performed under or (� I am exempt under Sec. B.&P.C. for this reason 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 Date: Owner: for 180 days will subject permit to cancellation. CONSTRUCTION LENDING AGENCY I certify that I have read this application and state that the above information is correct. I hereby affirm under penalty of perjury that there is a construction lending agency for I agree to comply with all city and county ordinances and state ws re ating to building the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatives this cit to �it r u n t e above mentioned property for inspection purposes. Lender's Name: K - Date: �+ 2-Z ^ / Signature (Applicant or Agent): Lender's Address: 1 } Application Number: BWFE2017-0089 Property Address: 54705 AVENIDA JUAREZ APN: 774262030 Application Description: HERRERA / 100 LF COMBO WALL AND 62LF GARDEN WALL Property Zoning: Application Valuation: $6,000.00 Owner: AVONNA HERRERA 77224-CALLE POTRERO LA QUINTA, CA 92253 Date: 5/22/2017 Applicant: Contractor: T R CONSTRUCTION T R CONSTRUCTION 77224 CALLE POTRERO 77224 CALLE POTRERO LA QUINTA, CA 92253 LA QUINTA, CA 92253 (760)831-1863 LIc. No.: 431792 ------------------------- --------------------------------------------------------------------- Detail: 80LF OF 6' GARDEN W/2' RETAINING AND 201-F OF 5' GARDEN W/2' RETAINING AND 68LF OF 5' GARDEN WALL AT NORTH, EAST AND SOUTHEAST PROPERTY LINES AS WELL AS NEXT TO DRIVE WAY[CITY`SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER: 2016 CALIFORNIA BUILDING CODES. FINANCIALIN DESCRIPTION FORMATION ACCOUNT QTY AMOUNT RETAINING/COMBINATION WALL EA,50LF 101-0000-42400 0 $30.40 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $50.67 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $63.33 Total Paid for BLOCK WALL: $144.40 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Bin # . City of La. -Quanta Building 81• Safety Division Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Applicatidn and Tracking Sheet Permit #78-495 Project Address: J/ - 70 Owner's Name: ?JCG#RW, . A: P. Number: Address: -772-2q. dg/ /eAtz!� Legal Description: City, ST , Zip: 62- 64 -CI7�,5 Contract r.T/` S Contractor: Tele h ne•7 l8l0 ',//& i Address: 77 ZZe'A J D -62,e_z6— Project Description: �� pC City, ST, Zip: Telephone: d R31 State Lic. #: 3 7 92-- City Lic. #; Arch., Engr., Designer: Address: City., ST, Zip: Telephone: Construction n T e- Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. FL: L� #Stories: #Units: �� State Lic. ........... ....... .....,.... Name of Contact Person: Telephone # of Contact Person: 760 B`17' ( �'� Estimated Value of Project: (p 0 (7 o. 00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING, PERMIT FEES Plan Sets Plan Check submitted Item Amoant Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plaa Check Balance Title 24 Calcs.. 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 Decd Plans picked up S.M.I. H.O.A: Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees REBAR PLACEMENT ILLUSTRATION (SEEPAGE 1 FOR SPECIFIC REQUIREMENTS) _ ......... ...__._......... ._-.._._ (TYPICAL) FOR THE RETAINING PORTION OF WALL ALL CELLS TO BE GROUTED (TYPICAL) FOR NON -RETAINING PORTION OF WALL ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (USE GROUT STOP MESH AS APPROPRIATE) FOOTING OPTION A. DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) =150 ' COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH, EXPOSURE C SEISMIC: NA= 1.3. Nv=1.6, Z=0.4, SOIL PROFILE=SD FOOTING OPTION B -!ice (TYPICAL-) ALL REBAR SPLICES 24" MIN. OVERLAP ;# (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER j AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM n BLOCK WALL ATOP 2' RETAINING WALL PHONIS (760) 777-7125 7$-195 CALLF, TAMPiCO LA QUINTA, CAIJI'ORNIA 92253 FAX (760) 777-70i 1 w/�/2uln c.�n�rwArn nr>vrwr lrKr Ki ra. PAC*.291` 2 FOOTING OPTION "A" l 6€' MAX t rr E. 7 J`' FINISH GRADE d•d - 7,1111711, I. RETAINED EARTH i. 2MAX 3" MAX..-+ S' 1 1 f 3 T_. r 44 HORIZONTAL REBAR (USE BOND SFAM BLOCK) #4 VERTICAL REBAR AT 24" MAX. SPACING (REBAR IN CENTER OF CELL) #4 HORIZONTAL REBAR CONTINUOUS AT 32" MAX. ABOVE TOP OF RETAINING WALL -_-. (USE BOND BEAM BLOCK) NON -RETAINING PORTION OF WALL — 8" BLOCK (GROUT-ONLY„CELLS WITH REBAR) (2) - #4 HORIZONTAL REBARS AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) RETAINING PORTION OF WALL . S” BLOCK (SOLID GROUT,AL.,,•CELLS) OMIT HEAD JOINTS -- FOR DRAINAGE. . (FIRST COURSE ONLY) (3)-#4 HORIZONTAL REBARS 4- #4 REBAR - AT 24" SPACING (WITH 6" MIN: HOOKS ATENDS I -OR OPTION "B7 THE.FOLLOWING.INSPECTIONS ARE.REgUIRED,: 1),,F-QQTIN_Q: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. - 2) REBAR/PRE-G.RQIJT; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. NOTES: 1) FENCE HEIGHTS ARE REGULATED — CONSULT, ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. FOOTING OPTION "B" FINISH GRADE EARTH 3 1. 6' MAX 3" MAX. 2' MAX 4 ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. BOTTOM ` OF FOOTING 5' MIN.:. ._... - 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' II 5) ALL MASONRY UNITS TO BE ASTM C -JO GRADE N. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 6) NOT DESIGNED FOR SURCHARGE LOADS FROM VEHICLES OR STRUCTURES, DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE :' BLOCK WALL WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN ATOP Z'. RETAINING WALL . IS AT THE USER'S RISK AND CARRIES NO 7810.5' CAC I C,''I11IONU, (760) 777-7125m ICU IMPLIED OR INFERRED. GUARANTEE AGAINST (,n.Oli(�A, CAUII�.p)�NIh.92'li:i FA FAILURE OR DEFECTS. FAX (760) 777-7011 7 Io/9/2ui� COALMUNI'I1' UL•'V:iLUI'hil'iNf DGIT, PAGE i OF 2 FOC DES[ GN_RARAM.ETERS'. ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH. EXPOSURE C SEISMIC: NA= 1.3. W=1.6. Z=0.4. SOIL PROFILE=SD RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM U •r � r ell PHONE (760) 777-7125 FAX (760) 777-701 1 FREESTANDING BLOCK WALL 78-495 CALLS TAM PICO LA O(J1NTA 'CAfAlvORRIA 9.2'253 lU/)/2014 CC)MMU\I'I'Y DF:YIii.f.l'AiBt.*I'DL•:1•i'. I'ACh'101�2 FOOTING OPTION "A" P „H., HEIGHT FROM TOP OF FOOTING 12" 101' FOOTING OPT[ON. "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 6" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. . (USE BOND BEAM BLOCK) SEE TABLE "A" SEE TABLE "B" — FOR REBAR SIZE FOR REBAR SIZE— AND SPACING AND SPACING (I,OCAI;; REDAR IN Ce'M'F.R OF C1:1)„), (LOckm RYJ.` Ilt IN CLN f: -]t or., cru) FINISH GRADE REINFORCEMENT .#4 0-48" O.G. (1) - #4 REBAR 1 #4 @ 48" O.C.. CONTINUOUS nlr-u`Iluu' REVERSE �IIiF=1111 DIRECTION OF "W" HOOK ON EVERY i (FOOTING WIDTH) OTHER RE(9AI2 .� SEE TABLE "A" (2) - #4 REBAR....' CONTINUOUS .1111: ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. s � OF FOOTI.- NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 2411 MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER; ALTERNATE DESIGNS .MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. �III�III. '(FOOTING WIDTH) SEE I -ABLE "B" i ,. H.. HEIGHT FROM TOO OF FOOTING F- �`-- - r�TAC3 H":[„W., H" W,. VERTICAL #4 @ 48" O.C.-- 4'.. REINFORCEMENT .#4 0-48" O.G. 17" 1 #4 @ 48" O.C.. 4` 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C., 6' 29" #4 @ 24" O.C. (2) - #4 REBAR....' CONTINUOUS .1111: ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. s � OF FOOTI.- NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 2411 MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER; ALTERNATE DESIGNS .MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. �III�III. '(FOOTING WIDTH) SEE I -ABLE "B" i ,. H.. HEIGHT FROM TOO OF FOOTING F- �`-- - r�TAC3 H":[„W., VERTICAL REINFORCEMENT :T 19” #4 @ 48" O.C.-- 4'.. 22". .#4 0-48" O.G. 51. 29" #4 @ 4811 O.C,. 6" 34" #4'@ 24" O.C. CHECK MITH_T,HE Eu LQING_QEPARTMEiVTTO VEE2IFY IFA BUILDING PERMtT IS..REQWPM WHEN A PERMIT. IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOQTI�IG: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 311 ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE,GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE INSPECTION PRIOR TO PLACING GROUT. 3) .F_INAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN. RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM f 11• .0 tf�lf� FREESTANDING BLOCK WALL PHONE (760) 777-71,25. 73 495 CAI Ll a'hbll'IG IA Q.UINTA,:CAIA ORNIA 92253 FAX (760) 777-70)] IU/`)/2UId CVAIMUNCIY UL•'VBLU PMGNf UGIT: PAGE 1 UP2 I TOP VI W FOOTING, r BLOCK � .•.•.•.•. ate;. ., 27 GROUT _ r f � �x°'' •� 1i • `: � . STEEL REBAR - - -- } .REBAR • � PLACEMENT -f' IF LUSTRATION — ,a 7— SECTION V -SECTIONVIEV1/ BLOCK i (12" X 12" OR: 16"X 16")� > SOLID GROUT ` ; MIN. 24" 6' - (4)-# 4 REBAR REaaa- ' OVERLAP MAX (ONE AT EACH CORNER' e ALL FOOTINGS ADJACENTTO SLOPES TO BE AT LEAST' 5' TO i _F DAYLIGHT AS SHOWN BELOW. C MIN 24" 6 , REBAR V-1. OVERLAP �ti aajl SAO GRADE I r . BOTTOM OF 5' MIN. Fill FOOTING -' e4 _ LIMITATIONS.. ` r x�. H� �n Mw.�6„ ©NO ,1.. PILASTER SPACING SHALL NOT EXCEED ZO FT. WHEN OTHER INFILL FENCING 20"ac r IS ATTACHED. HOOK AND A MiN. CONCRETE COVEROF.3"• 2: ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO 16 PILASTERS. SOLID TYPE FENCING MAY! 4T BE ATTACHED TO PILASTER. ��z 4 3. GATES AND DOORS A7TP CHED TO PILASTER ARE LIMITED TO 200# MAX. WEIGHT AND 4 FT. MAX-. WIDTH PER PILASTER. -^ ^ 4.THIS PILASTER DESIGN IS INTENDED TO BE USED ONLY AS A FENCING r FEATURE AND IS NOT INTENDED TO SUPPORT. ANY OTHER LOADS. r 5. FENCE HEIGHTS ARE REGULATED CONSULT ZONING REGULATIONS BEFORE CHECK WITH,THE-BUILDING_DEPARTMENT - BEGINNING CONSTRUCTION. TO VERIFY IF A BUILDING PERMIT IS REQUIRED. 6. INSTALLATION OF ELECTRIC.CIRCUITS, CONDUITS. OR LIGHTING FIXTURES WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION. THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7• FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED AND ENGINEERED FILL. + - 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND.SUPPORTED 3" ABOVE AND AWAY FROM • 8• FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD., THE SURROUNDING THE EARTH/DIRT, WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 2) REBAR/PRE GROUT; VERTICAL REBAR W PLACE; tu , INSPECTION PRIOR TO PLACING GROUT: Dy G (�i 3) FINAL; AFTER GROUT IS PLACED -PRIOR TO ANY &4 4 DECORATIVE CAP PLACEMENT. MASONRY. PILASTER D.ISC:LAIMER •' • . orT�lt• ALTERNATE DESIGNS MAY. BE POSSIBLE -WHEN PROVIDED WITH ' AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS PHONE (760) 777-7125 78-495 CALLE TAMPICO AT THE USER'S RISK AND CARRIES NO IMPLIED.OR INFERRED ." LA UINTA, CALIFORNIA 92253 GUARANTEE AGAINST FAILURE OR DEFECTS. - _ FAX (760) 777-7011 30/9/2014 COMMUNITY DEVELOPMENT DEPT. PAGE I..OF 4 (E) 6'-0" HIGH BLOCK WALL TV JUNCTION BOX TELEPHONE JUNCTION BOX 200 AMP ELECT. PANEL - (N) 6'-0" HIGH WOOD FENCE (E) 6-0" HIGH BLOCK WALL CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRU TIO DATE ,%LZ BY (E) 6'-0" HIGH BLOCK WALL 3'X3' CONC. PAD 3'-0"X6'-0" M. I. GATE - 6' -0" HIGH BLOCK WALL 5'-0" 1% (E) 5'-0" HIGH BLOCK WALL t 150 GALLON PROPANE TANK 60" LEG SPACING 30" DIAMETER 7'-10" LENGTH p 3'-3" HEIGHT + W/ HOOD 314 LBS. WEIGHT - 3' -6" HIGH V i BLOCK WALL --j 0 a+ LJ 'n IS C 5'-0" HIGH BLOCK WALL (1) 24" BOX ---------- FRUITLESS OLIVE TREE- 1% GRAS 5'-0" 40'-0" AC CONDENSER SET ON 4'X4' CONC. PAD TOP OF PAD TO BE NO LESS THAN 3" ABOVE GRADE 50.00' HIC;H P�II 3'-0.. MIN. — U — - TYP. o m GRAVEL ,- w o 5'-6" $ i6 PA I I I I I I I I I I I I I I I I L_. GARAGENECH (E) 6'4" HIGH BLOCK WALL 3'X3' ONC " J 33" FF ii to \ / #- t o' 5'-0" b I 6'- HIGH B CK WALL 1001,10 IQ* I I "HIGH BL K WALL RESIDENCE �� 2y 1,911 SQ.FT. I I , o 1% 0 I I oo9 doilI C3. WA • I I `I cl ICOVEREO i I PATIO o (- I I 267 SQ.FT.a I I I pA^ C/O� \VO I I I 1 w A. LI CONC. - j i ° DECK q I I 447 SQ.FT.- ul% 'n IS C 36" BBQ (NOT A PART) -,---" ART) i - r----------------, 7 ---------- 1 I i I 14" HIGH ILLUMINATED STREET I NUMBERS VISIBLE I >P I AND I LEGIBLE FROM THE STREET I i (NOTIA N I 0" HIGH I '_6.. FjART) N I . OCK WALL i- ----- ------ - - - - - - - --� I s t-11 �N N I CON �� R�E N .1. POOL DEC f! '-0" HIGH F i w (NOT A I c I LOCK WALL ��: PART) CONC. DRIVEWAY I 7'-3" 7'-0" 7'-9" % �� d�� �•� � LI x12C LS.DRIVEWAY APPROACHREQUIRES A SEPARAT PERMIT AND �DINSPECTION FROM CI { M O PA,_,.,-.-..�, .�— 11 OF LA QUINTA PUBLIC 15 .00 0 WORKS DEPARTMENT I A CONC. LANDING +4" EI 2'X2'X12" PEDESTAL 3'-72" 2' -_91 19'-0" W/ POT ABOVE - I EXISTING CURB AND GUTTER DATUM POINT RESIDENCE CONNECTED TO CITY SEWER 5'-0" HIGH BLOCK WALL - i C,0 1\A bb o 0 I�4 a W 0,L- N A� 5' F + c�- H off PROVIDE 12"x12" CUTOUT AT BOTTOM FOR o DRAINAGE GI L. F a 51 -FV I& & 1t Qq r -IJ ,� (1) 24" BOX FRUITLESS ^,LIVE TREE