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13-1625 (BLCK)• P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001625 Property Address: 52975 LATROBE LN APN: 770 -340 -014 - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 10600 T44f 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: WEST RESIDENCE n LATROBE LANE D ; �n _ LNINTA, CA 92253 Appl�nt C� -.---� Architect or Engineer: OL -C. E 2013 -------------------------------------------------- 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 Professionals Code, and my License is in full force and effect. LicenseClass: C29 �Lic�e�nnsee No.: 920321 Date: 19 I? j� Contractor:r�G1�� 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).: 1 _ I 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 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.). (_ ) 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 Name: Lender's Address: LQPERMIT M O MASONRY, INC. 805.9 SHEFFIELD AVENUE INDIO, CA 92203--0 (760)574-3313 Lic. No.: 920321 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/17/13 ----------------------------------- - ----------- 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 STATE FUND Policy Number 1948418-13 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith complywiththose provisions. Date: I2 -i —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 Director of Building and Safety 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. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property /for riinssppec�tio,n,,purposes. � Date:, l7- 13 Signature (Applicant or Agent): (. C/' (J�y Application Number . . . . . 13-00001625 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . Permit Fee 75.79 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 10600 Expiration Date 6/15/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 2.00 14.3000 EA MISC WALL, ADDL 50 LF 28.60 ---------------------------------------------------------------------------- Special Notes and Comments •68 IN FT X 6FT HT;.37 LN FT X 5 FT HT; 65 LN FT X 4 FT HT; 2 COLUMNNS 6FT HT ; 7 COLUMNS 4•FT HT. PER ORCO STANDARDS APPROVED PER JJ.PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CBC. -----------------------------------------------------------=-- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) -------------- 1.00 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited --------=- Due - ----------------------------------------------- Permit Fee Total 75.79 .00 .00 75.79 Plan Check Total .00 .00 .00 .00 Other Fee Total 61.06 .00 .00 61.06 Grand Total 136.85 .00 .00 136.85 LQPERMIT Bin # City of La Quina Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 11 V) d� Project Address: Owner's Name: Q '� • ¢ 5 ( ' A. P. Number: Address: % LciL7`ro Q Legal Description: City, ST, Zip: Contractor:® U. ec Y C Telephone: >}:;::•}s:,:;:::;, ::<; v:;>or't's" :<-'ss.:: `>..s::}v< l:.:.;^.:;";;:;:,;;<s:;•. Address: 6 S Project Description: � C« City, ST, Zip: Telephone:6 00�J,2_73 State Lic. # : City Lie. #; / Arch., Engr., Designer: Address: Uw'.. City., ST, Zip: 7 LL a, _ ,I 6 T� `i ce Tele hone elf q' ' . ".:` . " "''``:" v':::Y: >; .>::> >:::;;:::'>: �• Construction Type / Occupancy: State Lic. Project a circle one): New Add' J h'P o ). e n Alter Repair Demo Name of Contact Person: Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: Q APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT 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 Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person • A.I.P.P. Pub. Wks. Appr Date of perm It issue School Fees Total Permit Fees j LOT COVERAGE: '! TOTAL LOT AREA = TOTAL BUILDING AREA (COVEI�D PATIO AN) GARAGE INDl1DED) = 21,8601 S- 8,857a SF BUILDING AREA/LOT AREA = Id1S BUBBLE BOX 40• Ij� 1 I-3 O LTER FABRIC BUBBLER BOX TO BE PLACE COLOR GRATE OR EQUAL 1 OVER 6' COMPACTED 1' ROCK i ( i_ O3 RACTC nF RFARTNGS NOTE: THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURB EXIST) FROM PROPERTY LINE(S) WITH PUBLIC .WORKS DEPARTMENT. LEGAL DESCRIPTION LOT 14 OF TRACT 26667, AS %%OWN IN WAP BOOK 276, PAGE 69-78, OF MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. NOTE DRIVEWAY APPROACH REOUII ES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT SEPARATE BUILDING PERMITS) IS REQUIRED FOR THE SWIMMING POOL, SPA, WATER FEATIRE, FIRE PIT AND BLOC( WALLS. OUT DOOR SHOWER SHALL BE INDEPE7'DD4T FROM THE BLOCK WALL AND DRAINAGE SHALL GE PER PUBLIC WORKS REWIREMENIS. PA PA ASP❑ASP :3 ASP NDR� \ - � �p _ INGRG7AIN❑ YlALL ASP s, \ o \ - � 85.38TC \\ 85.27TC : 9 \/ L- `\lPA ...LAS 84.001 6 6 SOIW \ .�TG 11p� Ate: v { !rte a L 11 n1^' 85.13TC \ P \PA .861 \\ \ \ 4 BB.SOTW 6 WATERNETER \ \ ` 6.SOTF `s'� TO BERELOCATED\ LAWN BY CM ORCES PA i 86.4QTG t1e AT OWNER'S?PENSE \' ? . 83.67 86. 53 E 6 } \f'/ / Q$. 4>• II I PA 93SOTW 6 4 .t a PA ' , �yN,. • �` 9 C/L OWY / i \ ,. G - � , .3 '\ ' \R, 24.50• N1155'40•YSR)\ 4 PA •� b vry � / ff AI' , � l� 1 � g _ �. y ���F'\11DR 5'JD �,'%p \$�4EP � ) ,�,�1E j ; .�• / SOD u' L -Ac A CONSTRUCTION NOTES Oj I El 5':] 1 SATIN BRASS GRATE OR EQUAL O CONSTRUCT YARD4DRAIN. NDS jvD, 6' DIA GREEN COLOR GRATE OR EQUAL � k O3 CONSTRUCT 6(45' BEND (SDR -X5). yr '1 CONSTRUCT 6' PJC PIPE, (SDR -35). SLOPE AT 1% PJC PLUG AND FEMALE ADAPTER UNLESS OTHERWISE NOTED ON MANS. FINISHED GRADE. O CONSTRUCT BUBBLER BOX WTD{ ;,'RATE TOP. NYLOPLAST 12' DRAIN BASIN PER DETAIL ON SHI.ET 1.. © ,675 i 9 11 1 (m[0 , HEIGHT AS SHOWN ON PLANS. �r .11 .0;; O7 SAW CUT AND REMOVE EXISTING 6' CURB & GUITER DEFEND PER UNIT SHOWN ON PLAN. 86.20TF © CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON. 'EN PIPING 293. CONSTRUCT 6' MIN. THU P.C.C. DRIVEWAY APPROACH 86 PER CRY OF LA OUINTA STD. DWG. #225. PER SEPARATE GOES THRO - DOWNSTREAM FL0W PA ASP❑ASP :3 ASP NDR� \ - � �p _ INGRG7AIN❑ YlALL ASP s, \ o \ - � 85.38TC \\ 85.27TC : 9 \/ L- `\lPA ...LAS 84.001 6 6 SOIW \ .�TG 11p� Ate: v { !rte a L 11 n1^' 85.13TC \ P \PA .861 \\ \ \ 4 BB.SOTW 6 WATERNETER \ \ ` 6.SOTF `s'� TO BERELOCATED\ LAWN BY CM ORCES PA i 86.4QTG t1e AT OWNER'S?PENSE \' ? . 83.67 86. 53 E 6 } \f'/ / Q$. 4>• II I PA 93SOTW 6 4 .t a PA ' , �yN,. • �` 9 C/L OWY / i \ ,. G - � , .3 '\ ' \R, 24.50• N1155'40•YSR)\ 4 PA •� b vry � / ff AI' , � l� 1 � g _ �. y ���F'\11DR 5'JD �,'%p \$�4EP � ) ,�,�1E j ; .�• / SOD u' L -Ac A CONSTRUCTION NOTES Oj CONSTRUCT YARD DRAIN. NOS E3. 4- SQ. SATIN BRASS GRATE OR EQUAL O CONSTRUCT YARD4DRAIN. NDS jvD, 6' DIA GREEN COLOR GRATE OR EQUAL O3 CONSTRUCT 6(45' BEND (SDR -X5). ® CONSTRUCT 6' PJC PIPE, (SDR -35). SLOPE AT 1% PJC PLUG AND FEMALE ADAPTER UNLESS OTHERWISE NOTED ON MANS. FINISHED GRADE. O CONSTRUCT BUBBLER BOX WTD{ ;,'RATE TOP. NYLOPLAST 12' DRAIN BASIN PER DETAIL ON SHI.ET 1.. © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. HEIGHT AS SHOWN ON PLANS. O7 SAW CUT AND REMOVE EXISTING 6' CURB & GUITER PER UNIT SHOWN ON PLAN. © CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON. 'EN PIPING O CONSTRUCT 6' MIN. THU P.C.C. DRIVEWAY APPROACH PIPE WHEN _ PER CRY OF LA OUINTA STD. DWG. #225. PER SEPARATE GOES THRO - DOWNSTREAM FL0W PLAN AND PERMIT. - — 10 CONSTRUCT 6' MIN. THICKNESS P.C.C. DRIVEWAY. INVERT PER PLAN 11 CONSTRUCT DRAIN. NDS J16S, 3' DIA SAND ��YARD OR EQUAL CLEANOUT DETAIL 12 CONSTRUCT 6'XB TEE (SOR-35). 14 NIS 13 INSTALL 7/16' BRICKSLOT (GALVANIZED STEEL), PMT /98999 PER DETAIL HEREON, OR EQUAL 14 CONSTRUCT CLEAN OUT, PER DETAIL HEREON " SET FLUSH WITH FINISH SURFACE PREPARED UNDER THE SUPERVISION OR pROFE� SS/py / r AC Lb SOD SCG:/P�'�HGR ,• // ��s � / � / SOD X, PROVIDE AT BRICKS PROVIDE'(T' 8T' GAP DRAIN PAVERS PER ARCHITECT PLAN \ U NTA SAND BT -Y DEPT I BPoCKSLOT (GALVANIZED STEEL) 1 I � III 11 I, ED rtir�`rr l�A NOTE PROVIDE CLEAN-OUT TO GRADE AT EACH END 0 D NEAREST PLANTER LOCATION. - 13 BRICKSLOT DRAIN NTS APN: '770-340-014 52-975 LATROBE LANE 2/27/13 WEST RESIDENCE DESIGN: DRAFT: 6'-8 11 HIGH OfZCO 24" SQ, PILASTER FOR 85 &-95 MPH EXPOSURE C WIND CONDI TIONS. } CITY OF LA QUINTA m DESIGN OUTERIA: PER 77YE 2010 CEFC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF Z ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF I GROUT STRENGTH = 2000 P57 @ 26 DAYS. 4. REINFORCING STEEL : GRADE 60. S. SELSI4IC-70% 0/ VE AC ELERA77O1V. 6. 1500 PSI MASONRYCOMPRESSION STRENGTH. W f Q MIN. F0077NG DEPTH SLOPE WALL @ TOP 1701 26' 3 TO 1 l B� ECAST CAP FOR Y TO DAYLIGHT WALL @ WASETBACKPRECISION, 1 FT SElBAC7C 2FT SETBACK 2'0' 1=6' I q• NDS' 1. CONCRETE BLOC <SHALL CONFORM 70 A57M C 90. ORCO SID. SPLIT FACE SLUMPED, OR WEDGEiOCCBLOCK NAYBE USED Z CONOFE7E FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PAR7S S4ND 7V3 -IR PAR75 GRAVEL W17HA MAXIMUM OF 1-1/2 CALLOUS WATER PER ENT SHALL TOAS7M Cr Fc - 2500 PSI REINFORCING STEEL SHALL BE DB90RMED AND CONFORM TO ASOMA 61S GRADE 60. PROVIDE 48 BAR DIAMETER 4. IN THE CONCRETE BLOCK( CELL IN WHIG! 1T IS LOCATED. 24' ER —SEE DETAILIL BELOPILAW FLOW 5. CONCRETE BLOCK SHALL BELAYEDJNARUNNING BOND PATTERN WITH VER77CAL CONTINUITY OFTHE C1gI LWO. 6. ALL BLOCK LULL CONTAINING VERTICAL RLBAR SHALL BE SOLID GROUTED. 7. USE ORP TYPES MORTAR PROPOR77ONLD USING ASTM C 270. 1 (4) #4 RT DROP—IN BARS PART CEPIENT 701/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE ® EA. C NER CELL SAND, B. GROUT FOR iv v vFc a cr*_r� 4,� STU PART f3 77£S ®24" 0/ Q9NEMTO3PAR4N PLA GRAVEL IF UNOBSTRUCTED FLOW). WATER PT Q WITHOUT SEG TION OF E 9. BLOCKS7EM Y BE WET -SET 1-1/2° IN1iO 7H N THEQONCREIE PLAS77C BLOCK STEM MAYBEPLA TO to L•7THEREDGEOF E7REN01TYPE FOOTING. 10 FRAYING M NATURAL SOIL O LO NAM 9911V COMPACTION OF 90%. 11. FIRST INSP£•C77ON 70 BEAFTER FOO77NG TlRENOY READY FOR CONCRETEAND ALL REQUIRED STM IS TIED IN PLACE SECOND INSPECTION TO BE WHBV THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL LS READY TO GROUT (4) J4 D WELS W/ 24" A4/N. EXTENSION INTO CMU. 1Z MAXIMUM CONTROL JOINTSPACING.• 40'01C OR 20' 01C IF THE ® EA. CORNER CELL 33" WALL 7O ���' 99" VOID AREA — DO NOT GROL`����( EQUAL wl1'M 10= � 111 :III?■ —J g3 77ES ® 24- O/C I �4 VERT ® EACH CORNER #4 HORZ ®8" O/C E. 4 24" S0. f8816 SPLIT FACE CMU — BLOCK 2�-9" SQUARE CELLS TO BE SOLID GROUTED ONLY. to 8 -8" HIGH ORC®16" SQ, PILASTER FOR 85 MPH EXPOSURE C WIND DESIGNCRJTERIA: PER THE 2010 CSC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSI` 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. GROUT STRENGTH = 2000 PST @ 28 DAYS 4. REINFORCINGSIER : GRADE 60. 5. SEISMIC - 70% ONE SEC ACC E ERA770N. 6. 1500 PST MASONRYCOMPRE-WON STRENGTH. OPTIONAL CAP -o 16816 O 16616 PILASTER CMU - OLID GROUTED. SEE DIA RAM BELOW (2) #4 VERT) DROP-IN BARS (2) j4 DO LS W/ 24" M/&__, EXTENSION INTO CMU. EQUAL h t FOOTING W/D7H 'W NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. OROO STD. PRECISION, SPLIT FACE SLUMPED, OR WEDGELOCK BLOCK AA Y BE LLSED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS SAND TO 3-112 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2 GALLONS OF WA 7M PLR SACX PORTLAND CENE 47SMU CONFORM TO ASTM C 150 TYPE V. A, =2500 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTMA 615 GRADE 60. PROVIDE 48 LIAR DL4ME7ER� 4. REH4R SHALL BE C WTERED IN THE CONCRETE BLOCKCELL IN WHICH IT IS LOCATED. S. CONCRETE BLOCKSHALL BE LAYER IN A RUNNING BOND PATTERN WITH VE R7IGAL CONTINUITY OF 7HE CE[15 UNCI. 6. ALL BLOCKCFIL CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. Z LLSEOBP TYPES MORTAR PROPORTIONED USING ASTM C270. 1 PART CEMENT TO 1/1 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOM PER ASTM C 476 TO BE I PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PFA GR4VL3 IF WEATHER CONDMONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL STZEIS SUMC Uff TO ALLOW GOOD GROUT FLOVO WA7ER SHALL SEADDED TO PRODEKEGOOD GROUT ROW WITHOUT SEGRE6477ON OF THE CONSNUENTS 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE F007ING WHILE THE CONCRETE ISPLAS77C. BLOCK STEM MA Y BE PLACED 70 EITHER EDGE OF THE 7RENCH TYPE FOOTING. CLR. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. I(.�'/i/ yj iHt a ,,:� VALl Is_YR8.40Y70 (T/TO[ff.�—• PROVI06�aCP � Ae _ �t�LY DE OF 45TE-R B&I NGQ,BLOCK WALLS OCCUlt TF 14 HORZ 'W - 6' LONG 0 12" O/C EACH WAY SO. FOOTING WIDTH 'W C-8" 7'-4" 8'-8" 2'-0" 2'-3" 2'-9" 16816 PILAS7ER CMU - SOLID GROUTED (2) #4 VERTICAL - AS SHOWN k ETp 12-31-2014 TF OF C%f IN SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA QUINTA BUILDING T. & SAFETY DEP ® AFS■ "0"y'E FOR CONSTRUCTION 2 TO 1 1 26' 2'0' 3 TO 1 1 2'0- 2 '0- 2 S/8' MIN. aM4 CELL OPEN REQUIRED TO USE 6616 SLUMPED CMU. 0 ORCO WIDE CLL SLUMP � m N m C31925 Exp. 12-31-2014 s4 C I V IC-�v TF Op CDo- \FO(� OPTIONAL FLAT CAP DESIGN (RITERL4: PER THE 2010 CBC Z CONCRETE FOR F007TNGSHALL BE 1 PART CMENT TO 2-1/1 a AV 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF GALLONS OF WATER PER SApC�IBRTi7L1V17CEME9wTS FORM 3. GROUT STRENGTH = 20100 PSI @ 28 DAYS. 70 ASTM C 150 T - p_� PSI 4. REINFORCING STER : GRADE 60. #6 STD JOINT 5.1500 PSI MASONRY COMPRESSION STRENGTH - NO SPC. LVSPEC77ON REINFORCEMENT @ 24'O/ 3. RETNFORC7NGSTEEL SHALL 8EL�RMEDAND CONFORM TO 6816, 6616, OR 6618 CMU .(3 PLACES - 4 PLACES FOR GROUTED ONLY@VERT NOTES. S7FEL 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. WEDGELOCX U Tj BLOCK, SLUMP BLOCKAND SPL.TTFAC?BL000AREACCEPTABLE. SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA QUINTA BUILDING T. & SAFETY DEP ® AFS■ "0"y'E FOR CONSTRUCTION 2 TO 1 1 26' 2'0' 3 TO 1 1 2'0- 2 '0- 2 S/8' MIN. aM4 CELL OPEN REQUIRED TO USE 6616 SLUMPED CMU. 0 ORCO WIDE CLL SLUMP � m N m C31925 Exp. 12-31-2014 s4 C I V IC-�v TF Op CDo- \FO(� 'Y' DROP-IN BAR Z CONCRETE FOR F007TNGSHALL BE 1 PART CMENT TO 2-1/1 a AV PAR73 SAND 70 3-1/2 PAR75 GRAVEL "THA MAJGMUM OF 1-1/2 GALLONS OF WATER PER SApC�IBRTi7L1V17CEME9wTS FORM 70 ASTM C 150 T - p_� PSI #6 STD JOINT REINFORCEMENT @ 24'O/ 3. RETNFORC7NGSTEEL SHALL 8EL�RMEDAND CONFORM TO C .(3 PLACES - 4 PLACES FOR ASTMA 615 GRADE 50. PROVIDE 48 BAR DIAMETER LAP. WALLS). USE #5 SID. U FOR FORSLUMP BLOCK 4 REB4R SHALL BE CENTERED IN THE CONCRETE BLOCKCELL IN W WHICH IT IS LOCATED. V� NOTE' PROVIDE#4 DOWEL 8 #4 DROP-IN B4R AT EACH SIDE OF CONTROL JOINTS, 5. CONCRETE BLOCKSHALL BELAYED INA RUNNING BOND PATTERN WITH VER77CAL CONTINUITY OF THE CELLS UNO. X ENDS OF WALLS AND @ WALL o HEIGHT C?4WCE5 6 ALL BLOCK C1gL5 CONTAINING VERTICAL REBAR SHALL BE SOLID 4o GROUTED. O 7. USE TYPES MORTAR PROPOR77ONED USINGA57MC270 PART p :1' DOWEL @ CENTER OF CEMENT TO 1/1 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. �p afu. 8. GROUT FOR CONCRETE BLOCX PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PAR 75 SAND (GROUT MAY CONTAIN 1 PARTS 3/8' PEA GR4VEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SU17.7aENT 7O ALLOW GOOD GROUT FLOW). WATER SHALL BEADDLD TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THECONMENT3. SE7R4 SEE CHART 9. BLOCKSTEM MAY SE WET -.SET 1-112' lNTiO 7HE F007YNG WHILE THE CONCRETE IS PLAS77C BLOCKSTEM MAY LED TO v ETTHER C1�•rcBF�POfIRN I �GA RBED — III— 2 . �NNAkTT�ILI��T 11. f00771VG 7REN ES ARE t` ' READY FOR CONCRETEAND ALL REQUIRED STEEL IS IN PLACE. Q S SECOND INSPECTION TO BE WHEN THE REQUIRED TICAL IS IN PLACEAND THE BLOCK WALL IS READY TO GROUT. W H µ, #4 HORZ CONTMUM IX/FSPA /C FOR 57ilCC2O COATED. N � 5' TO DAYLIGHT MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT 8° WALL @ WALT WALL @ 1 CUNT. SLOPE TDP 1 FT. SE784CK 1 FT. SET84CX SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA QUINTA BUILDING T. & SAFETY DEP ® AFS■ "0"y'E FOR CONSTRUCTION 2 TO 1 1 26' 2'0' 3 TO 1 1 2'0- 2 '0- 2 S/8' MIN. aM4 CELL OPEN REQUIRED TO USE 6616 SLUMPED CMU. 0 ORCO WIDE CLL SLUMP � m N m C31925 Exp. 12-31-2014 s4 C I V IC-�v TF Op CDo- \FO(� stitititin CHART FOR 6: TO 8' SITE WALL W/ TRENCH FOOTING WIND. MAX. D DESIGN WALL TRENCH FOOTING X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH 6'-0" 2'-0" #4@ 48" 0/C ID+2'-O" #4 @ 48" 0/C U U 48' 0/C FOR b' 48' 0/C FOR 6' L11 SLUMP BLOCK SLUMP BLOCK x M W #4@ 48" O/C #4 @ 48" 0/C 0 6'-8" 2'-2" ID+2'-O" 40' 0/C FOR b' 40' 0/C FOR 6' Q Z W SLUMP BLOCK SLUMP BLOCK W = U)#4@ 7'-4" 2'-4" 40" 0/C ID+2'-O" #4 @ 40" 0/C U) 32' 0/C FOR b' SLUMP BLOCK 32' O/C FOR 6' SLUMP BLOCK Lf) Z) 00 0 $'-0" 2'-6" #4@ 32" 0%C I D+2'-0" #4 @ 32" O/C 24' 0/C FOR 6' 24' 0/C FOR 6' SLUMP BLOCK SLUMP BLOCK NUI t: ft N ld" LUNG BLUCX USE 9" INCREMENT REBAR SPAQNG THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPAQNG. FOR EXAMPLE.' 48" O/C SPAQNG FOR 16" LONG BLOCK REVERTS TO 45" 0/C FOR 18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ETC I @ E401 SDE OF VT W104 DROP-I/Y AV K-OVr OWE PoOTLNG /aIR SIDEYAQD RE7URN WALL�,VAGEA_ HERE ORA5IVOC�/RES; 1 BLOCKMAYtEFTOUT IEFROVIAE 04 DOWEL AND 04 DROP -DV 84R ON EAOI SDEOFTHEW &OCKDRATN-AS SHIOWK CITY OF L4 QUINTA a= " M /Q¢ m`/I.11CPAf RLOI� "rovarxrme w.vmnsumiDvr acwr�m�ssaa p p 0 2 ° v O O o D •v °•o •p °. I � � � !• MMIPL mYf.I007RW Rro1ElEx Dmv. wwm�wara�r aav amv sum mnwcsmo �. r„Ri 1 E u ! LAvu lYm BUILDING SAFETY DEPT. A6Wr�61 `i•0VED O SS/ONa� -ATE ! 2 ti co W m m C31925 N m EXP. 12-31-2014 * s 4 T C IV 1 ���v Op CAL,Fo