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BWFE2019-004978-495 CALLE TAM PICO VOICE (760) 777-7125FAX LA QUINTA, CALIFORNIA 92253 (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 3/21/2019 Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN Owner: Application Number: BWFE2019-0049 BLAKE & TRICIA ANDREWS Property Address: 53246ROSSAVE 53246ROS AVENUE cl APN: 767680013 LA QUINTA, CA 92253 cm_n Application Description: ANDREWS / 68LF GARDEN PRIVACY WALLS z Property Zoning: szo Application Valuation: $4,500.00 r��r e D tv D Applicant: Contractor: MICHAEL EDWARDS THE ROCK MAN "ROCK P ljJILDER" 2625 TAYLOR AVE CORONA, CA 92882 M a Lo (951)2 Llc. No..::7897289720 LICENSED CONTRACTOR'S 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 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: 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 ofth W k for which this permit Is issued. I have and will maintain workers' compensation insurance, as required by Sect}on 3700 OF the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE F1JNO Policy Number:.9246221 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: )/Z I� —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 of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this 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. i Date: 2 12 _ Signature (Applicant or Agent): Date: 3/21/2019 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: MICHAEL EDWARDS BW FE2019-0049 53246 ROSS AVE 767680013 ANDREWS / 68LF GARDEN PRIVACY WALLS $4,500.00 Owner: BLAKE & TRICIA ANDREWS 53246 ROS AVENUE LA QUINTA, CA 92253 Contractor: THE ROCK MAN "ROCK POOL BUILDER" 2625 TAYLOR AVE CORONA, CA 92882 (951)256-6156 Llc. No.: 789720 Detail: 44LF OF 8'HIGH GARDEN PRIVACY WALL, AND 24LF OF 9' GARDEN WALL AT THE FRONT OF PROPERTY. [TODD L. LACHER SPECIAL ENGINEERING] 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. DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: S120.08 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 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 ta Qw�ra r.ki 11,01410 A PERMIT # B%M Fe ZOM4'0 0041 PLAN LOCATION: Project Address:] �jS) Project Description: 8/ APN #: btJ4c-- vv,4/ (eS G 9 L Applicant Name: h2b yr pZ�-�jS Address: City, ST, Zip: Telephone: 114 —8&66, Email: Ne-&ZI 1JJ- n "`ZG0.601-L7 Valuation of Project $ Contractor N`h ,ame: New SFD Construction: Address: 2C 25 Tmvla, Av, Conditioned Space SF City, St, Zip Cc,�rci,•r4CA '72,?(?2- Garage SF Telephone: 61 — 25C 6 ( 56 Patio/Porch SF Email: Fire Sprinklers SF State Lic: 7 ,9 2.0 City Bus Lic: Architect/Engineer Name: Construction Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: /oJfe/v,,� 1r� New Commercial / Tenant Improvements: Address: AV , Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: i Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 1s . 1. � �r d s • � 1 � e ���. OFFICE USE ONLY # Submittal Plan Sets Required Received 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 Scope Of Work: New Swimming Pool, Spa, Masonry, Decking, Concrete PROJECT: Construction Plan Custom Residence LOT 51, TRACT 33076-1 53246 ROSS AVENUE MADISON CLUB LA QUINTA, CA APN 767680013 Pool/ Spa Details: General Notes Pool and Spa Shell Related Excavation Legend & Demo: 1. CONTRACTOR RELATIONSHIP Grade entire front and back and A. Proposed Swimming Pool In the performance of this contract, Contractor shall hold Y P 9 Landscape Designer and Owner harmless from any and all -Excavate for entire pool and spa -see engineering detail and notes liability, costs and charges arising out of or in connection with, - Excavation for all masonry work and related -see pool dimensions per plan contractors, employees, or its agent's negligence, omissions, 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 poollspa equipment Supply and install electrical material for pool/spa equipment install Auto Fill & Over Fill line 8e 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. !)ay 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. All new drain inlets shall be connected to the existing system provided by the merchant builder. 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 tc cause an unreasonable glare or n upon Oiatsldo of the Owner upon LUs 1J.1 Lot rn Z O Samtic LU Q U. O 0 ALL WALL CONSTRUCTION IS NEW, NO EXISTING WALLS ON SITE New Swimming Pool, Spa and Hardscape Sheet B. Proposed Baja Shelf -10" from waterline C. Proposed Spa, see engineering detail and notes, see spa dimensions per plan D. Proposed Artificial Turf, see Notes E. Existing Block Property Line Wall 6' High, see notes F. Existing Property Line Iron Fence, see notes G. Proposed Concrete Pool Decking, See Notes H. Proposed Pool Equipment, see notes I. Proposed Food Court Bar Area, see notes K. Proposed Gas Firepit, Steel Reinforced Concrete Block,18" High -Safety Shut off valve, 3/4" Poly Gas Line, see notes L. Proposed Sunk In Firepit Area See Notes M. Per Separate Permit Proposal Driveway hardwood Pool sage Self Latching Gate per Local and State Code Q. Electrical Line, see notes k, YlbfomJ sr h bock wo ), prafo &e 61` hog block w�t1J t 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 8 899 AND NO. FD 56 SHALL COMPLY WITH CEC 300.55 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 agerations 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 additior!at work shall he 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 construed to include all labor, materials, tools and equipment necessary to complete the work speclfed herein in a workmanlike manner in strict accordance with plans and notes. Contractor shall refer to Owner and Landscape Designer, whose decision thereon shall be final. 5. OBSERVATION AND REJECTION OF MATERIALS AND WORKMANSHIP All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Designer upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship. Failure of such observers to make obsan,4on, lesrs or approvals shall not prejudice the right of the [honer or Landscape Designer on final observation. Contractor shall promptly replace any and all materials, workmanship or equipment which does not conform to the plans or notes. All materials used on this contract shall be new and the best maked quality unless otherwise specified .6 SAMPLES When so required by the Owner or Landscape Designer, Contractor shall submit for approval samples of the various materials, and specify finish thereon. 7. LOCAL CODES All construction shall conform with to all local building codes and ordinances. It is Contractor's responsibility to verify all codes prior to commencing work. All colors, textures and materials shall be complimentary to that of the home and its design intent. All new materials and design implementation shall conform to the HOA Design Guidelines if they apply 8. PLANT SYMBOLS All tree symbols shown on plan are diagrammatic and not intended to encroach over property wall and fences. The images 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 colors and textures shall be complimentary 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 rill dirt against any existing perimeter walls/fences Must provide subwall between raised planter areas and existing walls and fences Do not attach any new walls to existing walls. Leave an air gap. All planting areas visible from streets that are not completely covered with shrubs shall receive turf or Irving ground cover Ground cover to be planted at 12' maximum on center spacing Pool and Spa construction and setbacks to be per local codes/requirements Key Notes Custom Masonry and Water feature Structures, Related Structures: Custom Slone Veneer Waterfeatures in Pool Courtyard Area Construct Steel Reinforced Concrete foundations Supply and install plumbing for all waterfeatures Supply and install 4low voltage LED lights for each water feature Build Backyard Custom water feature structure at Front Door Area per desigi - Sunk in Backyard Formal Gas Firepit Supplylinstall Safety Shutoff valves, fire rings for each fire element, sump pump syslem,two 110v outlets Supply and Install Pool and Spa Travertine Pool Square Coping for stair steps, pool and spa Quartz Plaster for entire pool, spa, loughs and baja shelfs, homeowners choice of color 5 Food Court and Bar area: - Build new Masonry Food court (install homeowners appliances insert) per plan - Supply and Install new Ripped While Oak Millwork for Bar and Barbecue area per plans - Supply and install Granite Split level countertop for Barbecue and Bar -Supply and install LV lighting system for Bar and Barbecue, up and down lights Plumbing, Gas, Electrical and Drainage Connections - Supply and Install We back splash, homeownors choice of ti10 Bulk] all interior and garden walls per plan: tav Plante r Walls: Build all now CMU retaining walls per standard structural engineering pla - Grate - Gravel and an d d rak!eg e Compact backfdl Coal Scratch, brown coat and stucco color mat ftilsh Build all peflmaler walls per plan, Cinder Block walls Build overslzed double walls and Courtyard E0y walls n Stone Veneer all walls poi design' Voneerail designated areas interior and exterior per plan, g n tune veneer Front Yard, Exposed Aggregate Driveway, Masonry per design: Front yard masonryand landscape per approved design Custom Exposed Aggregate, mulli color pattem driveway Coocrete Sub base for el pool and patio decking: Supply and install steel reinforced 4' thick concrete dockingif afaa Decking Travertine and Belon Paving System: `! Existing California Room deoking aaacWd to Muse and enff deck area Custom Concrete Steel Reinforced Docking and Steps with C�O� Travertine and Beton Tile Paving System: A. Genuine Travertine and Belon Tile over 4" thick sloel 4 gnue B, Over excavate Oecking area tu C. Supply and install weed banter D. Compact sub base 2 E. Supply and Install Travertine and Belon Tile pavers per d F. Homeowners choice of grout colorM��� 3" PVC deck drainage system for all hardscape area Low voltage lowered step light at each step, (Total of 210 LAe's en yard, front and back) Planter Areas, sleeve drain, irrigation and electrical at each Sensor system upon vehicle entry to activate lights, water fe related features © Scale 1/25th"=1 ft #4 BARS CONTINUOUS ® 24" O.C. (HORIZ.) TYP. THROUGHOUT. #4 BARS CONTINUOUS ® 24" O.C. (HORIZ.) TYP. THROUGHOUT. EQ- EO. z 8" C.M.U. U 'B' BARS 0 lL 6" C.M.U. j 'A' BARS a x J 3W U H O Ix 'E' BARS E' BARS 'F' BARS I : :;1r, 111 a c EQ. E0. z F � O M� WALL HEIGHT: s'—O" to 6'—$" 12" ALTERNATE BEND FOOT EVERY OTHER BAR. WIDTH 'F' BARS FOOTING MUST BE FULLY EMBEDDED INTO AND SUPPORTED BY UNDISTURBED SOIL OR PROPERLY ENGINEERED FILL. WALL HEIGHT. 7"-4" to 8'-0" MATERIAL NOTES: O STEUCTION NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE 1. APPROVED DRAINAGE CONVEYANCE SHALL BE PROVIDED CBC/IBC. WHENEVER THE SURFACE FLOW BEHIND THE WALL WILL NOT READILY DISCHARGE OR IF THE DISCHARGE IS UNDESIRABLE. 2. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS (135 2. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ASTM C 3. VERTICAL EXPANSION JOINTS IN THE WALL ARE REQUIRED AT 90, ALL CONCRETE BLOCK SHALL HAVE A DESIGN 25' ON CENTER MAXIMUM AND AT RE-ENTRANT OR 90' STRENGTH OF rm = 1500 psi. CORNERS. 3. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 4. THIS PLAN DEPICTS THE RETAINING WALL IN A COMPLETED 476 WITH is=2,000 PSI. STATE ONLY. THE RETAINING WALL INSTALLER IS RESPONSIBLE 4. MORTAR SHALL BE TYPE M WITH f c = 1800 psi AND FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL PERSONS SHALL CONFORM TO CSC/IBC SEC. 2103 & ASTM C 270. AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 5. CONCRETE TO BE IN CONFORMANCE WITH CBCABC CHAPTER 19 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 6. IF PROVISIONS FOR CONCRETE SULFATE EXPOSURE ARE REQUIRED BY THE PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 19.3.1.1, 7. CEMENT SHALL CONFORM TO ACI 318, CHAPTER 19, ASTM C 150. 8. WATER USED IN GROUT. MORTAR, AND CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 3" CLR. 10. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT 1, 40 DIA. APPROVAL FROM THIS OFFICE PRIOR TO CONSTRUCTION. 11. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED REINFORCING IN MORTAR OR GROUT AND SHALL HAVE A COVER OF NOT SAME SIZE p LESS THAN 2 INCHES. 12. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & AS FOOTING 6" MIN. REINFORCING. 1 CONFORM TO ASTM A615 GRADE 40 FOR #4 BARS AND 4 ' SMALLER, AND GRADE 60 FOR #5 BARS AND LARGER. 13. LAP SPLICES TO BE 24" MINIMUM OR AS SPECIFIED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURES AND SUPPORTING SOIL MAY BE SUBJECTED. 40 DIA. L 3'-0" CONC. 2'-6" MAS. STEPPED FOOTING DETAIL EQ. z 0 12" ALTERNATE BEND FOOT EVERY OTHER BAR. WIDTH NOTES: ALL FOOTING STEEL TO BE 3" CLR. FROM EARTH. LAP ALL STEEL 24" MIN. #4 BARS CONTINUOUS ® 24" O.C. (HORIZ.) TYP. THROUGHOUT. 12" C.M.U. 'C' BARS z U O z I- W Ex CD w 7 J N 3 w U O Cam) 'E' BARS 'F' BARS FOOTING MUST BE FULLY EMBEDDED INTO AND SUPPORTED BY UNDISTURBED SOIL OR PROPERLY ENGINEERED FILL. WALL HEIGHT. 8'-8" to 10'-0" GARDEN WALL SCHEDULE z U ce ti o Z co 40 CD W cz Lj .� U N 2 W O O (O co W 7 C) o z •5 ti J L v d C (t - u a f r.J w EQ. o o � z ALTERNATE BEND o d EVERY OTHER BAR.. . L T_ 12" U FOOT WIDTH FOOTING INFO. WALL INFORMATION WALL HEIGHT FOOTING DEPTH F' C.M.U.I A' C.M.U. B' C.M.U. C 'H' D' BARS BARS A. BARS B, BARS ,C, BARS 6'-0" 34' (3) #4 #4 ® 24" 6'-0" #4 ® 24" 6'-8" 36" (3) #4 #4 ® 24" 6'-8" #4 ® 24" - - 7'-4" 38" (3) #4 #4 ® 24" - - 7'-4" 1#4 #4 024" - - 8'-0" 40" (3) #4 #4 ® 24" -- - 8'-0" ® 24" - - 8'-8" 43" (4) #4 #4 ® 24" - - - - 8'-8" #4 ®24" 9'-4" 45" (4) #4 #5 ® 24" - - - - 9'-4" #5 ® 24" 10'-0" 48" (4) #4 1 #5 ®24" - - - - 10'-0" #5 ® 24" SHEAR KEY FIRST COURSE MAY BE SET IN FOOTING OR USE SHEAR KEY AS SHOWN BELOW WALL FOOTING NOTCH &FILL W/ GROUT. 0 v LOADING DIAGRAM HOOK DETAIL GOVERNING 45 LATERAL LOAD 04,6'� 200 P.C.F.Dr NOTE: THIS DETAIL NOT FOR USE ON DOWNSLOPE CONDITION. DESIGN CRITERIA: RETAINING WALL DESIGN PER 2016 C.B.C. AND 2015 I.B.C. WITH STATE AMENDMENTS ALLOWABLE LATERAL BEARING: 200 P.C.F. BEARING PRESSURE: 1,500 P.S.F. 2,000 P.S.F. (1/3 INCREASE FOR LATERAL) PER C.B.C./I.B.0 1806.1 , ❑�" s[ Nor cn L z Lu LLJ S71 � z uq �? C) EXP. 613012.019 � z * CIV1� ��at {r�OF It= 3 0 w C� Gfi�I z o? ow J of Q DATE: 04/23/2018 zz a N CALCS BY: C.C.V. CHECKED BY: T.L.L. 6'-O" to 10'-0" GARDEN WALL DEEPENED FOOTING LATERAL LOAD PER A.S.C.E. 7 DETAIL #862