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BPOL2017-0014---------------------------------------- *--------------------------------- --------------------- . LICENSED CONTRACTOR'S DECLARATIOVaP/ressions I hereby affirm under penalty of perjury that I am licensed dns of Chapter 9 (commencingwith Section 7000) of Division 3 of the Bu i esCode, and my License is in full force and effect. License'Class: C53 License No.: 999928 D!a`er Z�If�(7 I hereby affirm under penalty of perjury that am ex ' pt from the Contractor's State License Law for the following reason (Sec. 70 1.5, B "Hess and Professions Code: Any city or county that requires a permit to const ct, al er, improve, demolish, or repair any structure, prior to its issuance, also requir t 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.). (_) 1, 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.). (_) 1 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 Name: Lender's Address: WORKER'S COMPENSATIDN DECLARATION I hereby affirm under penalty of perjury one of -the following declarations: I have and will maintain a certificateof consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the rk for which this permit is issued. �i 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: STATE COMPENSATION INSURANCE FUAD Policy.Number: 9125416 I certify that in the performance of the work for which this pe is issued, I shall not employ any person in any manner so zs to becomes jest to orkers' - compensation laws -of California, and agree tha% if I should ome s j to the workers' compensation provisions of Section 300 of the r Co , I all forthwith comply with those pro( viisions. Dater Z— (Z / Applicant`:d) WARNING: FAILURE TO SECURE WORKERS' NPEN ATION COVERAGE 15 UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI NwL P ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0 �. ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR 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 cancellztion. I certify that I haveread this application and sta_e that the above inform for I agree to comply with all city and county ordinances and state laws rel ting construction, and hereby authorize representatwes of this city to ente upon above-mentioned property for inspection purpcses. . Date i ELI 7Signature (Applicant o' Age4) 4 aw VOICE (760) 777-7125 78=495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 2/15/2017 Application Number: BPOL2017-0014 Owner: Property Address: 52340 ROSS AVE JAMES ROME APN: 767670025 w Property Zoning: Application Valuation: $72,800.00 O O N Z o 32 Applicant: Contractor: S ii DESERT MIRAGE POOLS.& SPAS DESERT MIRAGE POOLS & SPAS Q i O w P O BOX 10050 P O BOX 10050 W o �UIt INDIO, CA 92202 INDIO, CA 92202 L S (760)702-9222 Llc. No.: 999928 ---------------------------------------- *--------------------------------- --------------------- . LICENSED CONTRACTOR'S DECLARATIOVaP/ressions I hereby affirm under penalty of perjury that I am licensed dns of Chapter 9 (commencingwith Section 7000) of Division 3 of the Bu i esCode, and my License is in full force and effect. License'Class: C53 License No.: 999928 D!a`er Z�If�(7 I hereby affirm under penalty of perjury that am ex ' pt from the Contractor's State License Law for the following reason (Sec. 70 1.5, B "Hess and Professions Code: Any city or county that requires a permit to const ct, al er, improve, demolish, or repair any structure, prior to its issuance, also requir t 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.). (_) 1, 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.). (_) 1 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 Name: Lender's Address: WORKER'S COMPENSATIDN DECLARATION I hereby affirm under penalty of perjury one of -the following declarations: I have and will maintain a certificateof consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the rk for which this permit is issued. �i 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: STATE COMPENSATION INSURANCE FUAD Policy.Number: 9125416 I certify that in the performance of the work for which this pe is issued, I shall not employ any person in any manner so zs to becomes jest to orkers' - compensation laws -of California, and agree tha% if I should ome s j to the workers' compensation provisions of Section 300 of the r Co , I all forthwith comply with those pro( viisions. Dater Z— (Z / Applicant`:d) WARNING: FAILURE TO SECURE WORKERS' NPEN ATION COVERAGE 15 UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI NwL P ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0 �. ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR 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 cancellztion. I certify that I haveread this application and sta_e that the above inform for I agree to comply with all city and county ordinances and state laws rel ting construction, and hereby authorize representatwes of this city to ente upon above-mentioned property for inspection purpcses. . Date i ELI 7Signature (Applicant o' Age4) Date: 2/15/2017 Application Number: BPOL2017-0014 Owner Property Address: 52340 ROSS AVE JAMES ROME APN: 767670025 Property Zoning: Application Valuation: $72,800.00 Applicant: Contractor: DESERT MIRAGE POOLS & SPAS DESERT MIRAGE FOOLS & SPAS P O BOX 10050 P 0 BOX 10050 INDIO, CA 92202 INDIO, CA 92202 (760)702-9222 --------------------------------------------------------------------------------------------- Llc. No.: 999928 Detail: POOL, SPA, AND SPA FIRE FEATURE AT REAR YARD ONLY: EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. DOES NOT INCLUDE EQUIPMENT WALLS. 2016 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $3.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $3.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $25.33 Total Paid for PLUMBING FEES: $38.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $103.36 Total Paid for POOL SPA: $293.36 DESCRIPTION ACCOUNT QTY. AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611' 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMEN— FEE: $5.00 Bin >; Permit # 6 PQ L-10) !100 ProjectAddress: 5o,_ arty of La Quinta Building 8t Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 19 Building Permit Application and Tracking Sheet o A, Owner's Name: L V A. P. Number: Address: Legal Description: )bo00 City, ST, Zip: 1 ontract r C o $.s T hone: eleP� Address: O Project Description: SI City_ ST, Zip: n On 92910 Z ut TeleP h0 ne . rArI a ✓✓1 i T State Lic. # : a Z. City Lie. #; C:• Y Arch.,'Engr., Designer: Address: 'it, . f EL City, ST, Zip: Telephone: >> on trueti n Type: O ccu ancY : ic,. r Demo ectStote �circle one)• New Add'n 4Ater Repair.ai P Name of Contact Person: mer 9 Y- Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: C d — Estimated Value of Project: g"00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACKING PE2MIT FEES Plan Sets Plan Check submitted' Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction ' Flood plain plan _ Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Callen Contact Person Plumbing Gran( Deed Plans picked up S.M.T. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- ''' Review, ready for corrections/issue Developer Impac:. Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, . I • Total Permit Fee_ r F i 7 Gr KWi zp 41 (Nso Co. 7,9, S7- 3-01 Y-7 18, L � 0 A L----------------- BOCCE COURT: LAWN (N70d 31'26"W 203.91' II C wil 48" 124- M M. N63d, 2' 6 3d 2' 0 Ln OAun 7 N6( CIP( 07 L�% C IU7, FOR CO1N,3TR1UC-1`10,A DATE— Pyet� SCALE. 118" = 1'-0" 8-4: 0- 4- 8- 16' 6 1 r5mrnmrm!�i ��i GRAPHIC SCALE DZ Gaudet Design Group Landscape Architecture 2109 Stoner Avenue West Los Angeles, California 90025 310.828.4908 310.828.4906 Fax 3970 -� November 20t 17 LOT 5A 52340 ROSS AVENUE THE MADISON CLUB LA QUINTA, CALIFORNIA LAYOUT & GRADING PLAN Landscape Construction Documents: 100% ORIGIN DATE 03.30-16 PLOT DATE 0. - 0. DRAWN BY: TP CHECKED BY: DG I II I I J L -------J 41 (Nso Co. 7,9, S7- 3-01 Y-7 18, L � 0 A L----------------- BOCCE COURT: LAWN (N70d 31'26"W 203.91' II C wil 48" 124- M M. N63d, 2' 6 3d 2' 0 Ln OAun 7 N6( CIP( 07 L�% C IU7, FOR CO1N,3TR1UC-1`10,A DATE— Pyet� SCALE. 118" = 1'-0" 8-4: 0- 4- 8- 16' 6 1 r5mrnmrm!�i ��i GRAPHIC SCALE DZ Gaudet Design Group Landscape Architecture 2109 Stoner Avenue West Los Angeles, California 90025 310.828.4908 310.828.4906 Fax 3970 -� November 20t 17 LOT 5A 52340 ROSS AVENUE THE MADISON CLUB LA QUINTA, CALIFORNIA LAYOUT & GRADING PLAN Landscape Construction Documents: 100% ORIGIN DATE 03.30-16 PLOT DATE 11.02-16 DRAWN BY: TP CHECKED BY: DG L-1.1 3 of 13 e +24 O POOL DECK STONE PAVING- 3 4 2 1 SEE CONSTRUCTION PLAN 18 1'-0' ADJACENT CONCRETE SUB -SLAB OCO 11 WATERLIN " O ZERO -EDGE POOL COPING/BOND BEAM. PORCELAIN ' 7 3 TILE TO BE SELECTED. $8/SF MATERIAL COST ONLY. W I r ZERO -EDGE TROUGH DRAINAGE. SEE SEPARATE ^� I -24 1 n 10 © 5 I------- I DETAIL POOL SHELL. SEE ENGINEERING PLANS. II u O n 6 18" r -III. ! -9 © POOL FINISH. TO BE PEBBLE SHEEN COLOR TBD. �....... -4Q a c O INFINITY POOL EDGE! BOND BEAM. PORCELAIN TILE TO BE $SF MATERIAL INFINITY E GELBAS N. PORCELAIN TITLE TO ET O SELECTED. $8/SF MATERIAL COST ONLY. � ': ❑ _. ,,'I II (I I �,:"- y,. . -.. �I TII_�I -_,S)I _„I I I ( I, ...L” -_I-._ II �I !iI( I ...-.... IiI LI..- --II_I (�__ II.. L_. L. ..__I- I I —I -I - • ( �j I . COMPACTED SUB-GRAD E PER GEOLOGY REPORT -72 II �(iI 1 _I I SANDSTRUCTURAL PLAN 12" HIGH LONG STEP. SEE ENGINEERING PLANS 9 STONE CAP TO MATCH PAVING $18/SF MATERIAL COST ONLY 96 � III ;on1 4I �I0 k 'j� Dsaecr�kl 1 . _. -- .... I STUCCO FINISH. COLOR TO MATCH ARCHITECTURE. A POOL SECTION 'A' KEY PLAN 4 2 1 i POOL DECK STONE PAVING - V-0" 2'-0' 1'-0 16, SEE CONSTRUCTION PLAN L14� O2 ADJACENT CONCRETE SUB -SLAB — 7 9'-6 b,O � � Q 3 ZERO -EDGE POOL COPINGIBOND BEAM. PORCELAIN I - TILE TO BE SELECTED. $8/SF MATERIAL COST ONLY. j POOL STEPS. SEE ENGINEERING PLANS. I POOL SHELL. SEE ENGINEERING PLANS. O SHEEN. COLOR TBD. -.,9 © POOL FINISH. PEBBLE OINFINITY POOL EDGE / BOND BEAM. PORCELAIN TILE I I - ® TO BE SELECTED $8/SF MATERIAL COST ONLY. INFINITY EDGE BASIN. PORCELAIN TILE TO BE SELECTED. S8/SF MATERIAL COST ONLY. — - WATERLI COMPACTEDRDE PER GEOLOGY REPORT SUB-TURALPLANS II—III :-IAND t., , .. `r° O2 ADJACENT CONCRETE SUB -SLAB 10 12" HIGH LONG STEP. SEE ENGINEERING PLANS w 11 STONE CAP. TO MATCH PAVING. $18/SF MATERIAL -777 co COST. ONLY. 12 STUCCO FINISH. COLOR AND TEXTURE TO MATCH ARCHITECTURE. B POOL SECTION 'B' �E) ZERO -EDGE POOL COPING POOL SECTION 'C' 10 BOND BEAM. REINFORCING V-0" 2'-0' 1'-0 16, RECTANGULAR TROUGH O3 6" DIAMETER PIPE IN TROUGH +24 4" DIAMETER PVC PIPE j ` O POOL DECK STONE PAVING- 20 -.. .-.. _ - -... _ - „ B WATERLINE 2 1 4 SEE CONSTRUCTION PLAN 1 2 # - WATERLI 7 t., , .. `r° O2 ADJACENT CONCRETE SUB -SLAB O O3 2 w g O ZERO -EDGE POOL COPING/BOND BEAM. -777 co 11 _ - U 10'-0" TILE RAISED SPA BOND BEAM. PORCELAIN TO PORCELAIN TILE TO BE SELECTED. O - BE SELECTED. $8/SF MATERIAL COST ONLY. j 0 SPA BENCH BACK. INCLINED 96° ANGLE. FINISH TO -24 5 6 e°.,..r: -.,''.. WATERLINEENGINEERING I --------- GMATERIAL COST - ®OO� BAJA DECK. SEE ENGINEERING PLANS. ape II II I. II ,". POOL PLANS.ONLY. "M .' ;.;. ;,,,, •.,,; r. v r _ FINISH TO BEPEBBLESHEEN.COLOR II II , POOL FINISH. PEBBLE SHEEN. COLOR TBD. -48 III— ( ( ( j : I I' I I 1—_I I— i l_I I I; O RAISED FIRE ELEMENT/ BOND BEAM. STONE -CLAD _ I t ,I ml (II I I - TO MATCH PAVING. $18/SF MATERIAL COST ONLY. 9 I _ d I I ® SPA BENCH SEAT SEE ENGINEERING PLANS. ,,, - -1I- r:. •:-., _- .",.._.,. , I -� I O COMPACTED SUB -GRADE PER GEOLOGY REPORT -72 - -. _.. . -. 000 -. o1 o_—= ---. I AND STRUCTURAL PLANS POOL SECTION 'C' 10 BOND BEAM. REINFORCING PER STRUCTURAL ENGINEER O2 RECTANGULAR TROUGH O3 6" DIAMETER PIPE IN TROUGH ® 4" DIAMETER PVC PIPE G,:DM Gaudet Design Group Landscape Architecture 2109 Stoner Avenue West Los Angeles, California 90025 310.828.4908 310.828.4906 Fax 3970 lNove' I �J...-.d LOT 5A 52340 ROSS AVENUE THE MADISON CLUB LA QUINTA, CALIFORNIA O AFTER PIPING IS SET IN PLACE, PACK TROUGH WITH MORTAR TO SUPPORT STONE ABOVE. POOL SECTIONS © POOL TILE 1, O7 STONE POOL COPING ® POOL DECK. SEE CONST. PLAN O9 6" DIAMETER COLLECTOR PIPE 10 90% COMPACTED SUB -GRADE 11 EXPANSION JOINT. PER STRUCT. ENGINEER. 9 ' OPOOL DECK STONE j SEES CONSTRUCTION PLAN +24 18" 4'-10" 20 -.. .-.. _ - -... _ ADJACENT CONCRETE SUB -SLAB 1 2 — - WATERLI E 13 ® 7 4 O3 2 1 g O ZERO -EDGE POOL COPING/BOND BEAM. -777 co 11 U 10'-0" PORCELAIN TILE TO BE SELECTED. O $8/SF MATERIAL COST ONLY Landsc 5 6 e°.,..r: -.,''.. WATERLINEENGINEERING ®OO� BAJA DECK. SEE ENGINEERING PLANS. ape -- _-.(I -j --I- ,". :.. "M .' ;.;. ;,,,, •.,,; r. _ FINISH TO BEPEBBLESHEEN.COLOR Construction , TBD 18" - POOL SHELL. SEE ENGINEERING PLANS. Documents:2LP ,,, - -1I- r:. •:-., _- .",.._.,. , ,' POOL FINISH. TO BE PEBBLE SHEEN. COLOR TBD. 000 -. o1 o_—= ---. I r. ... , , .,, �b.a I _7 _I I! I ---III .{ I I --III I I--III--1 I I I I--- ! I j _, I I BAJA DECK, BEYOND. POOL STEPS BEYOND. I (-..__. I I L._......_..I � I I• I___,_. I— I I I I I I I I ( I , I I I ► � I I I I.: I I , j @) ..0 ( _._..� (---r � _ _ , _-_-.-I _I _-...—, I�,---1 -_..;-I T—. I T . -- - � , . _� �_ __�, _.___I -- { __--I I I_' , .i L_' � .�.w .., ;.., ., ,. ,.. %.1: , .w. .�.• ,.,. ,.. ,. „ , i ,_ , : --.......----_..., ----- ' --- I ...-.. .III , -- � --- ---- - I ( ... � O RAISED SPA BOND BEAM. PORCELAIN TILE TO BE SELECTED.$8lSFMATERIALCOSTONLY. III „; � �, , ._. _ - -7 )! REPORT AND STRUCTURAL PLANS PLOT DATE 11- 01•16 -1 ( SPA BENCH BACK INCLINED 96 ANGLE. .—I, -J i ( 11 PORCELAIN TILE TO BE SELECTED. $8/SF DRAWN BY: TP-- MATERIAL COST ONLY . CHECKED BY: DG -96 ,..__ - _. � ._.._- - .._. _ ___... ....__ _._... _. - __.... 12 SPA BENCH SEAT. SEE ENGINEERING PLANS. __.. _ __. ..._. . _., __�.... _-. 13 SPA SPILLWAY. SEE ENGINEERING PLANS. D POOL SECTION 'D' L-1.4 GIS' LA QUINTS _ BUILDING & SAFETY BEST. APPROVED FOR CGiVSi"RUC , DATE#- "BY % Vz- 0 10 • .. �/ , � �1`'����1 �� � `� !moi~ � i` It It , , , \\ \ 1 - p� f mss• �� • \ i } J,, ;, � • y ,fit 1 ,—o lAk ,_l � '1 } /' ✓' k3 T I \\ \ \ ' 1 s- \ ` &At . to . S" as �s � § 4 •� � -"� lH ol pi •,\ ,� � � \ � ❑ § .paste '. t i .-,era.-•:-•+.r... - i L .7a � f 4 �� )'' Q 1 S 4 — 4 . i r' LS l l FOOTING OPTION "A" 6• MAX i I . I I FINISH GRADE I— RETAINED EARTH 2' MAX 3.. AJAX. -=i' t 71— e E { t I ,s4 , 1 T� FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM 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 BEA10 BLOCK) NON -RETAINING PORTION OF WALL 8" BLOCK ---_— (GROUT ONLY CELLS WITH REDAF2) (2) - #4 HORIZONTAL REBARS AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) RETAINING PORTION OF WALL 8" BLOCK GSOI,ID•GRQUi ALI, CELLS) FINISH OMIT HEAD JOINTS FOR DRAINAGE ,'. • EARTH (FIRST COURSE ONLY) (3)-#4 HORIZONTAL REBARS 4-- #4 REBAR -- — ---' AT 24" SPACING — (WITF16" MIN. HOOKS ATENDS FOR OPTION -B') THE FOLLOWING. INSPECTIONS ARE REQUIRED: i ),FO,QTIN.G; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. - 2) REBAR/PRE..-GROUT; 13OND 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 REG ULATED — 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'CO BE 24" MINIMUM. 5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTERN RIV 6) NOT DESIGNED FOR SURCHARGE LOADS FROM t( I VEHICLES OR STRUCTURES.^ DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USERS RISE_ AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST 6' MAX l jj i I, E 3" MAX. 2' MAX 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' -OUNTY CODE UNIFORMITY PROGRAM BLOCK WALL ATOP 2'. RETAINING WALL 78A95 CALVE, TAM131CO FAILURE OR DEFECTS- RAX (760) 777-7011 1 top9/2u1n'c 0m UNIT DVVIIWPhfrKT DEII'Lj PAGE I Oil2 REBAR PLACEMENT ILLUSTRATION (SEE PAGE i 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) iliffill! P f FOOTING ,QPTION..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 --h- (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP �----► (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFORMITY.PR"O�G"R"AAMM 4 BLOCK WALL ATOP 2' RETAINING WALL _._........ . 78 495 CAI CF'I'AMPICO PIIONP: (7601777-7125 LA QU[Nl-% C.AUFORNIA 92250 PAX (760).777-7011 � c<�n�rauNrivl�evraorIF.rrrUr•:rr. Pnrr:2ohi