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BPOL2019-001378-495 CALLE TAMPICO Dn, VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 2/20/2019 Permit Type/Subtype: POOL/PRIVATE Owner: Application Number: BPOL2019-0013 ANDREWS BLAKE / THE BLAKE T ANDREWS Property Address: 53246 ROSS AVE RAMAINDER TRUST APN: 767680013 Application Description: ANDREWS / POOL AND SPA AT COURTYARD Property Zoning: Application Valuation: $50,000.00 Applicant: Contractor: MIGUEL SANTILLAN THE ROCK MAN "ROCK POOL BUILDER" 31190 MELVIN STREET ��JJJ�� 2625 TAYLOR AVE MENIFEE, CA 92587 CORONA, CA 92882 (951)256-6156 _!1`S i KN�g�Z(1)f Llc. No.: 789720 _-__------- ----- ------ SiG--------------------------------------------- ------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B. C53 License No.: 789720 Date: Contractor: 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 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: VEMPT Policy Number:_ L� 1 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 ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance ofthis permit. 2. Any permit issued as a result of this application becomes null and void if work is not :ommenced within 180 days from date of issuance of such permit, or cessation of work `or 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: Y Signature (Applicant or Agent): Date: 2/20/2019 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: MIGUEL SANTILLAN 31190 MELVIN STREET MENIFEE, CA 92587 BPOL2019-0013 53246 ROSS AVE 767680013 ANDREWS / POOL AND SPA AT COURTYARD $50,000.00 Owner: ANDREWS BLAKE / THE BLAKE T ANDREWS RAMAIN DER TRUST Contractor: THE ROCK MAN "ROCK POOL BUILDER" 2625 TAYLOR AVE CORONA, CA 92882 (951)256-6156 Llc. No.: 789720 Detail: POOL AND SPA AT SIDE YARD [TODD L. LACHER ENGINEERING] THIS PERMIT ALSO INCLUDES 170LF 6' HIGH GARDEN WALL W/ 11" RETAINING ON THE NORTH PROPERTY LINE, 170LF 6' HIGH GARDEN WALL W/ 6" RETAINING ON THE SOUTH PROPERTY LINE, 6LF OF 6' HIGH MAX GARDEN WALL FOR SOUTH EQUIPMENT ENCLOSURE GARDEN WALL, 15LF OF G HIGH MAX GARDEN WALL AT NORTH SIDE YARD, AND 85 LF OF 6' HIGH GARDEN WALLAT WEST FRONT YARD [CITY STANDARD] ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. DESCRIPTION WALL/FENCE - EA ADDITIONAL 50 L DESCRIPTION WALL/FENCE - FIRST 100 LF DESCRIPTION WALL/FENCE - FIRST 100 LF PC DESCRIPTION BSAS SB1473 FEE DESCRIPTION SWIMMING POOL/SPA DESCRIPTION SWIMMING POOL/SPA PC DESCRIPTION RECORDS MANAGEMENT FEE DESCRIPTION TECHNOLOGY ENHANCEMENT FEE ACCOUNT QTY F AMOUNT 101-0000-42404 0 $112.07 ACCOUNT CITY AMOUNT 101-0000-42404 0 $53.37 ACCOUNT CITY AMOUNT 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $232.15 ACCOUNT QTY AMOUNT 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 ACCOUNT CITY AMOUNT 101-0000-42404 0 $200.12 ACCOUNT CITY AMOUNT 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 ACCOUNT QTY AMOUNT 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 ACCOUNT QTY AMOUNT 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 tev QazKraGE N f,b, DP SL'-, WF'- PERMIT PLAN LOCATION: Project Address: y3 ,2,z4 6 2�c Kt4 Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech 0 L tl. CLI Applicant Name: V �� Address: 9 b T'i �— City, ST, 'Zip: lC ��_ �� f107 7 aM 6 Telephone: �3Lq -o-,-Sj Email: L Valuation of Project $ v I/ , (-®.-) Contractor Name: ( J� TIZNew SFD Construction; Address: C� a Conditioned Space' SF City, St, Zip Garage SF Telephone: G� - ; Patio/Porch SF Email: rs J- G L Fire Sprinklers SF State Lic: 1 14 3City Bus Lic: Arch/Eng Name: (A CAW— Construction Type: Occupancy: Address: C zC) __ 11 lv . - r�15 p.� AQ �i Grading: City, St, Zip �.�, 1 ah o Telephone: tLA6- • -- 7 t7 Bedrooms: Stories: # Units: Email: State Lic:64*50 City Bus Lic: Property Owner's Nam( New Commercial / Tenant Improvements: Address: j Total Building City, ST, Zip C Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 SF OFFICE USE ONLY # Submittal - - --Req'd— -- - Rec'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License -T� /V(; fy-OYK) �L,��-1��T $� for -+Ls ob, 212ol)6) Scope Of Work: New Swimming Pool, Spa, Masonry, Decking, Concrete New Swimming Pool, Spa and Hardscape Sheet PROJECT: Construction Plan Custom Residence LOT 51, TRACT 33076.1 53246 ROSS AVENUE i MADISON CLUB LA QUINTA, CA APN 767680013 Pool/ Spa Details: Pool and Spa Shell.Related Excavation & Demo: -Grade entire front and back yard -Excavate for entire pool and spa - Excavation for all masonry work and related footings Excavate for all water features Grade for new Pool Decking and Landscape - Grade and move soil to allow for Terrain change Supply & Install all Pool and Spa Shell Steel per standard Structural engineering: 2 Build 3500 PSI Shotcrete Pool, Spa, Cool Dip and Waterfeature shells: Custom Pool Custom Spa Baja Shelf Entry at pool main entrance Two shotcrete love seats in pool area Shotcrete steps from baja into pool Rock work foundation Upgraded Super Spa Construction: -Install Steel allow for +0" bond beam & Spa dam wall - Supply and install 12 Raised Spa Hydrotherapy Jets (including 6 waterway spinnerjets) -Build 11 % Seatwall Bench backing with arm rest per detail -Build Spa Baja Shelf Cool Dip Structure per plan: Build Shotcrete pool structure for Custom Cool Dip Supply and install equipment to all Supply and install pool and spa automated cover, undermount system Supply and install Electrical & Pump Systems for homeowner's water features, Pool/Spa Equipment: -Two Pentair Variable Speed 3HP pump system 3 -Two Pentair 2 HP pump system 500 Series Cartridge Filter Pentair 400k BTU Heater Jandy Remote 16 with 8 Function wireless remote, also supply and supply Pool Logic 1phone upgrade Supply and install the following pool accessories: Electrical run and sub panel for pool/spa equipment Supply and install electrical material for pool/spa equipment install Auto Fill & Over Fill line tie into existing drainage Pool Skimmer 2" poly gas run from existing meter to Pool Equipment Designated pool vacuum port Two Intellibright LED multicolor Pool lights LED multicolor Spa light 4 additional PAL multi color lights at pool steps, upper baja shelf and lower baja shelf Install Pool Plumbing to allow for Deep Heat Build 3500 PSI Shotcrete for all New foundations and concrete areas Supply and install Pool, Spa, Waterfall trough, Homeowner's Quartz Plaster, homeowner's choice of color General Notes FEATURES AND IRRIGATION NOTES: 1. Once approved, these drawings constitute an agreement between the Owner and the residential Community Association. or city guidelines. Any changes to the design or specifications within these drawings must be submitted and approved by the DRC prior to any form of work or construction- 2. All existing Association Property Landscape shall be protected in place during all phases of construction, 3. The grade adjacent to the property lines must remain at existing grade (original pad) for three (3) feet clear, 4-Allnew drain inlets shall be connected to Iha exisbng system provided by the merchant budder- Additional curb cores are not permitted. 5. Trees shall be located a minumum of three (3) feet clear of the property line wall or fence. All trees planted within five (5) feet of the property line wall, fences or Association paving or structures must include a linerar root barrier device. 6. No exterior landscape lighting shall be placed or maintained upon any Lot so as to cause an unreasonable glare or illumination upon propertyoutside of the Owners Lot Legend Z = J y JFrli A. Proposed Swimming Pool `i,,�r T L i 3 -see engineering detail and notes Z W Q V (D -see pool dimensions per plan B. Proposed Baja Shelf from Vj c -10" waterline C. Proposed Spa, see engineering detail and notes, see spa dimensions a i!7 V 1U_ ` Ld > per plan W C7 a' a) D. Proposed Artificial Turf, see Notes E. Existing Block Property Line Wall 6' High, see notes J Q o !T a - 2 F. Existing Property Line Iron Fence, see notes Q W m cZc�,� •� G. Proposed Concrete Pool Decking, See Notes d m 1y n H. Proposed Pool Equipment, see notes O— I. Proposed Food Court Bar Area, see notes LL1 K. Proposed Gas Firepit, Steel Reinforced Concrete Block,18" High h -Safety Shut off valve, 314" Poly Gas Line, see notes L. Proposed Sunk In Firepit Area See Notes F M. Per Seperate Permit Proposed Driveway N. Proposed 6' High, Solid Hardwood Pool Sage Self Latching Gate per Local and State Code P. Gas Line, See Notes Q. Electrical Line, see notes cn 0 u Residence Garage G B G Guest House O r�r F LA QUINTA ,T ILDING DIVISION �O REVIEWED FOR ,CODE 6`OMPLIANCE DATEg� NOTE: ELECTRICAL IS NOT APART OF THIS PERMIT NOTE: PLAN GOVERNING DESIGN CODE ANY LIGHTING SHALL BE ON TIMER CONTROLS OR PHOTOCELLS 2016 CRC, CBC, CEC, CPC, AND LOCAL AND FOR WET CONDITIONS, OUTLETS GCFI AND FOR WET BUILDING AND FIRE ORDINANCES NO- CONDITIONS, ALL UNDERGROUND CONDUIT/ CONDUCTORS NOTE: HANDRAILS AT STAIRS PER CRC RS311.7.6 899 AND NO. FD 56 SHALL COMPLY WITH CEC 300,55 General Notes 1.CONTRACTOR RELATIONSHIP In the performance of this contract, Contractor shall hold Landscape Designer and Owner harmless from any and all liability, costs and charges arising out of or in connection with, contractors, employees, or its agent's negligence, omissions, errors. 2, ERRORS OR CONFLICTS If any errors or conflicts are discovered in the plans or notes, they shall be integrated so as to accomplish the real intent of the plans and notes. 3- ADDITIONS, DEVIATIONS AND ALTERATIONS No deviations or alterations from the plans and specifications shall be permitted unless authorized by the Owner or Landscape Designer. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Designer shall approve in advance any such deviation. No additional work shall be authorized without express written authorization from the Owner .4. INTERPRETATIONS The Contractor shall comply with the obvious intent and meaning of the plans and specifications which shall be wnsbued to include all labor, materials, tools and equipment Bssary to complete the work specified herein in a mkm eon manner in strict accordance with plans and rules Contractor shall refer to Owner and Landscape Desgnr~, whose decision thereon shall be final. 5.OBSERVATION AND REJECTION OF MATERIALS AND WORKMANSHIP All materials and workmanship fumrshed or performed by h Contractor shall be subject to final observaoon and acceptance by Owner and andstape Designef upon completion of all contract work wheftr previously paid for or not At any and all times dunng I the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship, Failure of such observers to make observation, tests or approvals shall not prejudice the right of the Owner or Landscape Designer on final observation. Contractor shall mptty replace any and all materials, workmanship or ipmerd which does not conform to the plans or notes. All rule used on this contract shall be new and the best maked quality unless F pwkse speafa'dSAMPLES n so required by the Owner or Landscape Designer, tractdrshan submit for approval samples of the various erials, and specify h thereon. ..7- LOCAL CODES All construction shall conform with to all local building codes land ordinances. It is Contractor's responsibility to verify all codes prior to eommancirty work. All colors, textures and materials shall be mnptunBrttsry to that of the home and it's design intent. All new materials and 'design implementation shall conform to the HOA Design Guidelines if they apply, 8 PLANTSYMBOLS IAtltree symbols shown on plan are diagrammatic and not intended to encroach over property wall and fences. The limages depicted are for illustration purposes only and may differ occe the actual construction is complete. The plant material depicted does not necessarily represent the final landscape installation. Please refer to the Planting Plan for actual specimen and size. 9.THEME All proposed solos and textures shall be complime -tery to that of the home, includin proposed structures, garden art, pottery and hardscape materials; shall match or be complimentary to the style of the existing home's architecture. Front and rear hardscape materials to be compatible with house (driveways, walkways, patios, walls, pilasters, etc-). Do not fill dirt against any existing perimeter walls/fences. ust provide subwall between raised planter areas and xaling walls and fences, a not attach any new walls to existing walls. Leave an air aa. I planting areas visible from streets that are not completely verse with shrubs shall receive turf or living ground e:. Ground cover to be planted at 12' maximum on center Prig. Pool and Spa construction and setbacks to be per codes/requirements. Key Notes :ustom Masonry and Water feature Structures, Related Structures: �uslnnl Stone Veneer Waterfeatures in Pool Courtyard Area onsbuctSteel Reinforced Concrete foundations upply and install plumbing for all waterfeatures upply and install 4 low voltage LED lights for each water feature uild Backyard Custom water feature structure at Front Door Area per design Sunk in Backyard Formal Gas Firepit Supply/install Safety Shutoff valves, re rings for each fire lemak sump pump system, iwo 1lpvDUNK upply and install Pool and SpaTfaverdfre Pool Square Coping for staff; taps. pool and spa Weft Plaster for entire pool, spa, toughs and bale shelfs, homeowners hoice of color Fan Court and Bar area: d new Masonry Food court (install homeowner's appliances insert) per ply and Install new Ripped White Oak Millwork for Bar and Barbecue area per pans Supply and install Ll' nite 801.1 t CwMertopfor Barbecue and Bar Supply and insta8 IV lighting syslem for Bar and Barheeuo. up and down kghrs Plumbing, Gas, Electrical and Drainage w neetions - Supply and irmlsill file back splash, romeowners choke of ple Build all interior and garden walls per plan; Planter Walls: Build all new CMU retaining walls per standard structural engineering plans 1 Waterproofing Gravel and drainage Compact backfill Scratch, brown coat and stucco color coat finish Build all perimeter walls per plan, Cinder Block walls Build oversized double walls and Courtyard Entry walls 6 Stone Veneer all walls per design: Veneer all designated areas interior and exterior per plan, genuine stone veneer Front Yard, Exposed Aggregate Driveway, Masonry per design: Front yard masonry and landscape per approved design Custom Exposed Aggmgaae, mule color paaem driveway Concrete Sub [face for al pact andpelio decking: Supply and lnslah steel reinforced 4' thick concrete declangal designal area Decking Travertine and Sewn Paving System: ExQgrg California Room decking attached b hone and entre pool tied area Custom Conmle Steel Relnromed DactN and Sip&wits Genuine Travertine and Beton Tile Paving Sysfiem: A. Genuine Travertine ON Belon Tile over 4' thick steel reinforced can III, Over excavO Decking area C. Supply and instap weed barrier D. Compact sub base 2' E- Supply and in5latl Tiaventine and Swop Tie pavers per design F- Homeewrofs choice of grout cDlw 7 3' PVC deck drainage system foram hardscape area Lori voltage lowered step Nhi at each step, (ToW of 210 LV lights in en V, yard, Front and back) Planter Areas, sleeve drain, irrigation and electrical at each Sensor system upon vehicle entry to activate lights, water features and related features ALL WALL CONSTRUCTION IS NEW, NO EXISTING WALLSION SITE ® Scale 1/25th"=1 ft 0 STANDARD POOL STRUCTURAL PLAN, STRUCTURAL CONTINUOUS BOND BEAM PER STANDARD NOTE #1 IS REPEATED HERE FOR EMPHASIS: POOL STRUCTURAL PLAN, DTL. #1 & #12. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1,000 P.S.F. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFER— ENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT —FILL TRANSITIONS. VAULT FOR AUTOMATIC POOL COVER. VAULT DIMENSIONS PER MANUFACTURER'S INSTRUCTIONS. { -- BOND BEAM PER STANDARD POOL — STRUCTURAL PLAN, DTL. #1 & #12. CONTINUOUS BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, DTL. #1 & #12. ZINSIDE POOL. x N GRAVITY DRAINAGE REQUIRED FROM VAULT. FOR POOL WALL GUNITE THICKNESS AND — REINFORCING. SEE STANDARD POOL VAULT DIMENSIONS PER MANUFACTURERS INSTRUCTIONS. STRUCTURAL PLAN OR APPROPRIATE DETAIL. VAULT PLAN VIEW B NO SCALE VAULT FOR AUTOMATIC POOL COVER. VAULT DIMENSIONS PER MANUFACTURER'S INSTRUCTIONS. Cond�oh does r®�' c�Pply , VNO clow aye'i BOND BEAM PER APPROPRIATE 500 SERIES' FREESTANDING WALL (2) #3 BARS HORIZ. DETAIL W/ (4) #4 BARS WATER LINE ... SEE APPROPRIATE '500 SERIES' FREESTANDING WALL DETAIL FORSpLlp STEEL REINFORCEMENT. CONCRETE ❑ (GUNITE) HORIZ. STEEL, #3 BARS 0 12" O.C. p. p TYP. THROUGHOUT ;41 •I-UNDiSTURBCD SOIL 1000 PSF MIN. n ' BEARING VALUE a 3• CLR. (2) #3 BARS HORIZ. s; I I E—I I �l 117 -111 �li--ll� mb� ,II�II� m zo¢ J CL O N U B ip Z #3 BARS 0 6" O.C., VERT., THROUGHOUT POOL COVER VAULT, LAP 24" MIN. INTO POOL WALL ZUNDISTURBED SOIL 1000 PSF MIN. BEARING VALUE 7 TYPICAL VAULT SEgtg NO SCALE A #3 BARS 0 12" O.Q,; "EA WAY, o TYP. REAR VAULT REINF, t w r r rt m� ' r 4 W F 1Y 0 � aid �.. DISTANCE TO DAYLIGHT - 'Q' 4' = h/6 MIN., 20'-0" MAX.) OR PER SOILS REPORT. DEEPEN VAULT EXCAVATION TO ACHEIVE REQURIED SETBACK DEEPEN VAULT FLOOR AND-EILL WITH SOLID CONCRETE TO ACIjIFVE REQUIRED DISTANCE TO DAYLIGHT.` DESCENDING SLOP: CONDITION �+ DESCENDING SLOPE CONDITION �" DATE: 11 /29/16 CALCS BY: T.L.L. CHECKED BY: R.L.L. r� c OO N > C O U Q o cfl eh m cM N cn e- J Z n d t C C p (6 X C Of Q li a AUTOMATIC POOL COVER VAULT DETAIL DETAIL #672 FOC DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSI=) = 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. N1)=1 .6, Z=0.4, SOIL PROFILE=SD WESTERN RIVERSIOE COUNTY CODE UNIFORMITY PROGRAM ry FREESTANDING BLOCK WALL PHONE (7(i0) 777-7125 78.495 CALLS TAMPICO-__- FAX (760) 777-701 1 1 14 I CC141h4Uh'I'fY UF:VIsh(il'A5h;l ' Dlil'1',I rnr;; 2 or FOOTING OPTION "A" FOOTING OPTION "B" .. H•• HCIGHT FROM TOP OF FOOTING i i`t, 4 HORIZONTAL REL�AP. (USE BOND BEAM BLOCK) 6" OR 8" BLOCK +' s ■ " #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 e3 IL C: , Al Z: RED aIN (: M'LN DICf;l l II.CCh'f � Fl.l.'.%ai21N t;}.:Nfl.f{ r]i' Gl:Ei) FINISH GRADE (1 } #4 REBAR + r rilr DN'FI ILUGUS-- 10" RCNERSE = jIIi_=IJ DIRECTION OF W" HOOK 0I-4 EVERY (Fl 00TjNG WIQT)i) OTHER RF_,0AIR SEE TABLE "A" TABLE "A" H ..W.. VERTICAL REINFORCEMENT #4 @ 48" O.C. 20" #4 @ 48" O.C. _4' 5' 23'' #4 @ 46" O.C. 6' CONTINUOUS e ALL FOOTINGS ADJACENT TO SLOPES TO HE AT LEAST 5' TO DAYLIGHT AS SI*3WN BELOW, a OF J are. FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT RETAINING WALL. LL 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 1S 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 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C•90 GRADE N_ E TERED t+ IN MASONRY CELLS ..H" HEIGHT FROM TOE OF FOOTING { i I 1} 4 t 11. z. 12" nw.l 1(FD.OTING WI0TH)I SEE TABLE "B'. TABLE:"'B'' IrH.. "W,. VERTICAL REINFORCEMENT 3' 1 9' #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48'' O.C. 6' 34'' #4• @ 24'' O.C. CHECK VVITH.THE BUILDING DEPARTMENT TO VERIFY IF.A BUILDING PERMIT IS REQUIRED. WHIEN ,� PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: v 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL Iry PLACE AND SUPPORTED 3" AB.JVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/(PREwGROUT: BONIP 84M R�'A�R AND VERTICAL REBAR I N PLACE • INSPECTION PRIOR TO PLACINGa T GROU . 3) FINAL; AFTERGI?OUT IS PLAE-ED - PRIOF2 TO ANY' h DECORATIVE CAP PLACEMENT. 8) REBAR TO BE C N U ORMITY PROGRAM '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 USERS RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. WESTERN RIVERSIR6 COUNTY CODE NIF q, eel� FREESTANDING BLOCK WALL sl.yu yi PI IONP (760) 777-7125 7;5-195 CALLE TAMMC'U LA OtIIN'TA, CIAIAIORNIA 9='i3 FAX (7G0) 777-701 1 w/el2ul I COMMUNITY DLVELOPhIllIFF if L•'l7, I'AGF; I OP2