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BWFE2016-015378-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application'Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: `&tr4lwQ" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BWFE2016-0153 52910 DEL GATO DR 770330021 JODY JONEES / BLOCK WALL $12,500.00 Applicant: VELASQUEZ MASONRY 30266 MUIRFIELD WAY CATHEDRAL CITY, CA 92234 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/11/2016 Owner: SCOTT FREE -- CITYOFLAQUIM'A C0Mfff%4TYDBIELOPIl1Ei17DErARTR, ENT Contractor: VELASQUEZ MASONRY 30266 MUIRFIELD WAY CATHEDRAL CITY, CA 92234 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: C29 License No.: 301880 l�II '' Date: u I ��Contractor. V,11-- 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 Name: Lender's Address: Ipn (760)321-2193 Llc. No.: 301880 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. .L-eff I have and will maintain workers' compensation insurance, as required by Se•=tion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: Carrier:_ Policy Number: _ 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 comply with those provisions. Date: / I II I Il -P 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. Date: Signature (Applicant or Agent) FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00' 7/11/16 PAID'BY METHOD RECEIPT #- CHECK # CLTD BY VELASQUEZ MASONRY CHECK R16979 3608 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 7/11/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VELASQUEZ MASONRY CHECK R16979 3608 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 7/11/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VELASQUEZ MASONRY CHECK R16979 3608 RSE Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 DESCRIPTION - ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 7/11/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VELASQUEZ MASONRY CHECK R16979 3608 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 7/11/16 = PAID BY - METHOD RECEIPT # CHECK # CLTD BY VELASQUEZ MASONRY CHECK R16979 3608 RSE Total Paid for RETAINING WALL: $108.77 $108.77 TOTALS: Description: JODY JONEES / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 7/11/2016 RSE APPROVED - Approved: 7/11/2016 RSE Parcel No: 770330021 Site Address: 52910 DEL GATO DR LA QUINTA,CA 92253 Subdivision: TR 28867 Block: Lot: 57 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $12,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 PLAN CHECK SUBMITTAL RAMSES SEVILLA Details: 63LF OF 6' GARDEN AND 90LF OF 6' RETAINING WALL. [CITY AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Printed: Monday, July 11, 2016 2:43:32 PM 1 of 2 C sysrrnns L. ADDITIONAL CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL RAMSES SEVILLA 7/11/2016 7/11/2016 RECEIVED CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT VELASQUEZ MASONRY 30266 MUIRFIELD WAY CATHEDRAL CA 92234 CITY CONTRACTOR VELASQUEZ MASONRY 30266 MUIRFIELD WAY CATHEDRAL CA 92234 CITY OWNER SCOTT FREE 1570 LINDA VISTA DR I SAN MARCOS I CA 1 0 Printed: Monday, July 11, 2016 2:43:32 PM 1 of 2 C sysrrnns L. PARENT PROJECTS ATTACHMENTS Printed: Monday, July 11, 2016 2:43:32 PM 2 of 2 N? SYSTEIv1S CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 7/11/16 R16979 3608 CHECK VELASQUEZ RSE MASONRY Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE -FIRST 101-0000-42404 0. $47.86 $47.86 7/11/16 R16979 3608 CHECK VELASQUEZ RSE 100 LF MASONRY WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 7/11/16 R16979 3608 CHECK VELASQUEZ RSE 100 LF PC MASONRY Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 RET WALL <=12 -FIRST 101-0000-42404 0 $47.86 $47.86 7/11/16 R16979 3608 CHECK VELASQUEZ RSE 100 LF MASONRY RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $60.91 7/11/16 R16979 3608 CHECK VELASQUEZ RSE 100 LF PC MASONRY Total Paid for RETAINING WALL: $108.77 $108.77 TOTALS: $218.54 $218.S4 PARENT PROJECTS ATTACHMENTS Printed: Monday, July 11, 2016 2:43:32 PM 2 of 2 N? SYSTEIv1S r Bin Permit # L\1VF4-2-C)%-0n Project Address: j Z_ 0 .00ty of La Quinta Building Si' Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet DEL, 6o -i-0 Owner's Name: J oo\/ J KE A. P. Number: Address: — ") Legal Description: City, ST, Zip: Contractor: ca Telephone: hone: Address: I r l U 1 R Project Description: City, ST, Zip: : 40 C J ne• G Telephone: 3 o . i OI- i State Lic. # : 1 City Lie. #: Vv CI(6, Arch., Engr., Designer: L Address.- ddress:City., City.,ST; Zip: Telephone: hone: Cons tr t' uc tnT o e: Occupancy: Type: State to Lic: # oProJect type circle ne • New Add'n Alter Repair' Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: G APPLICANT: DO NOT WRITE BELOW THIS LINE t/ Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for. corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 1{.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees -6' to 8' High Site Wall W F11A 4y Trench Footing - C o 100/110/120mph (ult) 0SInce19,46, iNc. Risk Category I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM B' Wide CMU DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER..TO VERIFY APPLICABILITY OF .THE DEFINED DESIGN CRI,TERIA,.F..OR TIDE PROJECT'SPECIFiC'.SITE STD: LADDER TYPE NOTES: rJ5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, 1. REINFORCING STEEL. SHALL BE DEFORMED AND CONFORM' TO ASTM A615, AT FIRST COURSE, AND..23'o.a. GRADE .60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD–DRAWN STEEL oo WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6' WIDE (NOM.) CMU GROUT CELLS 3.. STRENGTH OF CONCRETE FOR FOOTINGS. =.25 ®� DAYS, UNLESS: w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT'S I 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 11 lo -BLOCK .PRECISION, SPLIT FACE, : BURNISHED, OR SHOTBLAST :WITH :OR 1al J� WITHOUT MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. W 5. MORTAR. SHALL BE SPEC MIX* TYPE S PREBLENDED MASONRY MORTAR AS 'X� BARS PER y MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE oo = REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL 11 log MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY 'REQUIREMENTS OF ASTM -C270. oo 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, SETBACK AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000ps1. PERDWLS. TO MATCH SCHED. 7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE VERT. REINF. LAP IS PLASTIC. 24' .MIN. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. F.G. 9. VERTICAL CONTROL JOINTS SHALL BE" SPACED AT A MAXIMUM OF' 2MIN. 40'-0"o.c. OR 26-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET–SET FIRST i �1 MORTAR WASHED COURSE 1 10. GROUT ALL CELLS WITH REINFORCEMENT. 4 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL F00•MWG' REINFORCING. IS'. -TIED. IN'; PLACE: B: AFTER VERTICAL,. 2'�#4 CONT. Lu w REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. ' 12.. FOR .TYPICAL FOOTING, STEP AND DRAINAGE BLOCK–OUT DETAILS P rn iSEE OETA L ;SFIEET .`CL MASONRY FENCE WALL SCHEDULE DESIGN: VMO, . X, BARS 'H MAX ' D! MIT(: . EXP m h .16' LONG CMU f8' LONG CMU 8' 5'-0' 6'-0" CONT O NG. 1 ��� "o.c. NT. TO DAYLIGHT C ® 120 00"o.c. 2'-7' BUILDING u SAFETY DEPT. aP i R O !�9' EBF' ESS/� C m 120 2'0.0. -o.c r—s' FOR CONSTRUCTION 'P 7'-4" C O 120 4"o.c. 7'o.c. 2'-11" MINI SLOPE .. 0'-0" 1 – –7-6 8'-0" 2 :1 2-0- OF CA\ -\F C 0, 120_ 4'o -c- .j . 7'o.c. 3.'-1" 3.:1 _ - 2'–Q:_ - : DATE SIGNED' 340-46 ANDERSON DESIGN GROUP :Structural Engineering ^Building -Design. —1.2 228 East'Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 #6255 -@/9��eeHng BxCB(IBnCe &Ince 1957' _ s 4 Spread yal OCK CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. ll&MR )T0 VERIFY f�PPLlGABAtlIY .OF THE AFFLNED DE81QN CRITERIA FOR THE PROJECT SPECIFIC SITE.::.,.,, NOTES 1. REINFORCING STEEL SHALL BE. DEFORMED AND CONFORM, TO ASTM. A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ('LADDER' TYPE) SHALL BE COLD—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH. OF CONCRETE FOR FOOTINGS = 2500ps1 ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR ANGELUS BLOCK SLUMPSTONE MALL BE USED. 6' to 8' High Site Wall Footing - C o 100/110/120mph (ult) Risk Category I 6" Wide CMU OPTIONAL WALL CAP SM., LADDER:TYPE � STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24o.c. 6' WIDE (NOM.) CMU GROUT CELLS w/ REINF. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS. 'X' BARS PER MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE 9 — REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM.C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000ps1. OWLS. TO MATCH 7. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE VERT. REINF. LAP IS PLASTIC. 24' MIN. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF . 40'–O'o.C. OR 20'-0'o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11, IN$E'ECTI.OtIS: A AFTER FOOTING. IS.EI\DY FOR CONCRETE- AND ALL O NG�. REINFORCING; IS;,,Tim IN" ;ACE- B:.. AFTER; vIthnCAL, REINFORCEMENT IS' IN PLACE AND'. ND CELLS ARE' READY` FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS �5��DET91iL ^SWEE'T ;'S-5?I. ANDERSON DESIGN GROUP 'St[UCtUr; I Erigineering 'B.uitding 'D-ign 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 - • Facsimile (626) 938-0485 -englneertng excellence since 1957- WET–SET FIRST COURSE - 2–+4 CONT.— CONT. CONC. FTG.---/ ALT. BENDS 'B' MIN. PER SCHEDULE N 3' CLR. TYP. mjp� t -Cv � OF CAL\F� DATE STGNED-3=10=16 #6255 V*11L0CKC(X,1NC. wwMM,,�^��ry cc, p� /�/�� cCA/��,p�v/ Since 1946 ccM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE 6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: I. REIN ORCtNG SWEL $t#ALk HE DEFORMED AND CONFORM! TO' ASN _15 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2' to 6' High Retaining Wall Level Backfill 8" Wide CMU 'H' + 12' DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION BACKFILL— WELL GRADED CLEAN SANDS OR ZRAVEL OR COMBINATION USC= GW,GP OR SW,SP 2. _NOY-btb. OPTIONAL WALL CAP 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi O 28 DAYS, UNLESS " OTHERWISE REQUIRED BY SOILS REPORT. ¢4 HORIZ. 024"o.c. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR ANGELUS BLOCK SL:UMPSTONE SHALL BE USED. 8' WADE (NOM.) CMU 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS FULLY GROUTED MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY 'X' BARS PER REQUIREMENTS OF ASTM C270. SCHEDULE 0 6. GROUT SHALL CONFORM 70 ASTIR C476, WITH AN B-11 INCH SLUMP, 'X' BARS PER= W 0 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF SCHEDULE to 2000p9i. LAP 24' MIN. • w 7. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX WHILE CONCRETE 0- IS PLASTIC. 4'4 SDR 35 PERF. PIPE w/ [21- 10.f. 3/4' GRAVEL WRAPPED IN OUTSIDE FACE 8. CONCRETE BLOCK MALL BE LAID IN RUNNING BOND PATTERN WITH MIRAFI 14ON FILTER FABRIC— OF BLOCK TO VERTICAL CONTINUITY OF THE CELLS. SLOPE TO DRAIN. WATERPROOF itOF VERT, TYP• BACKSIDE OF RETAINING WALL 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0'o c OR 20'-0"o.o IF- WALL IS TO 8E STUCCO COATED OR F.G.2E _ '� MORTAR WASHED • f WET—SET FIRS n 10. NOT USED. OOURSE 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL 04 COO. 012"o.c. — —i FOOLING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2—#4 CONT. N REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS CONT. CONC. FTG. SEE DETAIL SHEET S-5.1. 'Y BARS PER CLR• 3' CLR. SCHEDULE TYP• TYP. CONC: KEY MASONRY RETAINING WALL SCHEDULE ALIGN WITH 'D' 12' X BARS FACE OF WALL ,H, 'Y' BARS 'B' MIN. - 'C' MIN. 'D' 18" LONG CMu "B' IN. 2'—'0" 2 o.c. N A 1 —5 N A 0 —6 PER SCHEDULE 2'-8' 3270.0. ' N/A, — — -_1'-10- - _01-3"O'-61ESSI(v. 3'-4' 1 #4032'o.c. N/A 1'-11" 0'-6" 0'-9" 4'-0' 2'0.0. N/A 2'-5' 0'-8" 0'-9' �n LOADING 4'-8" 2"o.c. N A 2'-11' 0'-9" 0'-9" 1. SEISMIC, 5R DAMPING 0 1 SECOND 5'-4'Z4'Eofl. N A X-3' 1'-1' 1'-0" ACCELERATION Cs=0.33WLB'-0''o 'o.c. I 4'-0' I 1'—.3' 1'-0' OF CALOF DATE SIGNED 3-10-16 ANDERSON DESIGN GROUP Structural Engineering Building Design S-1.7 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 #6255 C wfnee,f„g a 11cope sh— 195T N�- S�r: e COUNTY SOF RIVERSIDE STATE OF CALIFORNIA APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: APPLICANT IN THE CITY OF LA OUINTA, , JONES DEVELOPMENT` 78-060 CALLS ESTADO, STE. 9 A,__LA QUINTA, CA 92253 D13ECISE ADING FDLAN (760) 285-8712 BURT HANADA DATE GABRIEL PEREZ DATE CALLS TAMPICO BUILDING OFFICIAL PLANNING MANAGER SITE ADDRESS CITY OF LA QUINA CITY OF LA QUINTA 2 ATO DRIVE (LOT LOT 57 ) LOT 57, TRACT NO. 28867 5 52 910 DEL G LA QUINTA, CA 92253 NOTE PORTION OF SECTION 6 T.6.S R 7.E. CALLS SINALOAALL FILL MATERIAL PLACED UNDER THE STRUCTURE GENERAL NOTES _ ► SHALL TO BE COMPACTED TD NINETY PERCENT ©Q (907) RELATIVE DENSITY. 1. Aff GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING IONIN ACCORDANCE DESCRIPTION BASIS OF BEARINGS R�ODUGHL GRADIINGSPLAN' AND ARSEPAR� E PERMIT ISSUED BY* THEE LAPQUINTAD LEGAL DESCR PROJECT Z LOT NO. 57 POR. SEC. 67 T. 6S. R7E. CENTERLINE OF DEL GATO DRIVE0 10' 20' 40' 80' PUBLIC WORKS DEPARTMENT. Q SATE o CITY OF LA QUINTA, M.B.263/76-90 BEING N00"00'42"E 2.THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY o TRACT MAP No. 28470-1 M.B. 770 RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON W PAGE 33 ON THE RECORD OF RIV. COUNTY, CA GRAPHIC SCALE: i "= 20' THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE L LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE om PRIMARY STRUCTURE ON THAT PARTICULAR LOT. my ut ` ,.. ` D EXISTING HOUSE 3. Ai SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. F.F.=94.50 POOL DR EQUIP �� \\� C 4.THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT W GATO r D ,. / \V` _ - ��- µr, J 9 1s' I CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER DEL z P?< 1 n�� �- �--~-" o o �2 % �FG' �`� IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY , _X. LECA RIC BOX -.:; _ 4� �� G �:� ' \ 3 N D� �� �• O'/ . EXISTING BLO WA SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS EX, FH d ®Q ✓ „ 93 FG _.. --- "- Variegated �`� a DEPARTMENT. �°� Iu 89059'1 �1 �---- - - - Mock ❑range `� VICINITY MA - - 6 I \ \\ 5.TIHE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. NOT ,TO SCALE Z r 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR 6 � 9 \95.7 95.4 TG 95• 95.4 TG ❑❑ 95.4 TG ' ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT 20 LF 5 95.4 TG4 ` t-- ®-- NV ❑ 4 \ ( COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT OVERFLOW I 93.3 INV 4 HP 93.7 INV HP 5 57 LF 94.3 I ❑ 94.4 IMV 21 5' SHOWN ON THIS PLAN. LEGEND I I z (5 93.8 TG ( ❑ ❑ 5 40 LF O _ _ _ - 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM a::�TOP B.E. BOTTOM ELEVATION 18 93.0 INV j' t, ❑❑ - �� - 101.5 THE BUILDING PAD THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE 2:1 SLOP'S (OR OTHERWISE CENTERLINE Z 94.5 TG 101.5TW 2 95.8 TG 4 ROOF r SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY 95.50T� r TOE NOTED) FL, FLOWLINE Q �� 93.1 INV 5 95.50TF 94.2 INV OVERHANG " PERCENT (90�) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. \ 94.5 TG _ -- DRAINAGE. FLOWLINE R/w RIGHT OF WAY ��' �_ 94, INV 94.5 TG (TYP.) PROPERTY LINE RI ► i 5 ! 8.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR coNrouR INC. INVERT ELEVATION ( 92.3 1 NV C- z __ r_ ERENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. (25) - EXISTING GROUND X I i F -1- r f _ C i--1 '[ REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY PP POWER POLE , Wl DRYWELL 26 LF �` �� �- ` i- , REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. P.C.C. PAVEMENT P.U.E. PUBLIC UTILITY EASEMEfIT 2 6.5T 5' 3 94.5 TG ��1 `: !- (- i - II I 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, PROPERTY LINE FG FINISH GRADE W 78.7 INV 95.5Tf{ F I-1 } ;- i �� �`` ,, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO FS FINISH SURFACE 95.8 TG r- '� CENTERLINE EP EDGE OF PAVEMENT I I I7 94.b ❑ ❑ i1_ I E I CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING 4 "='� " �- r "' �' r" SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR HP HIGH POINT 18.50 1 ` •0� `i �i i I ! i I-, - ~ I �? , ::.." .- - r- - r- r-- ! i i- ; '� CITY ENGINEER. WATER SIERV►CE GB GRADE BREAK 95.8 TG_'F__ L- °--- i W . U. E. 4 .4 4 JN; 2q -.-;-;-- - ; �, - : -- - i-- ; 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL FF FINISH FLOOR , EX. SWR 94.7 :INV - -----� SEWER LATERAL 4 I " ' 1 25• _`:''-U -i - - �, 7 - -"" 95. 7 MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED ; PE PAD ELEVATION T - LA �; _ � .: - . ,. .; .. ::�. .. � . ; : co 3 � - �. FOR THIS,, PROJECT. " x° GARDEN WALL TC Tor;,OF CURB 95.7 TG \� G10 �-- 97.OTW 4 20 LF ;, FENCE TW TOP OF WALL f 2 95.5TF 92. NV F 95.8 TG - 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN O� - Q t ' . 4 - - ��' T ONE HALF MILE OF HUMAN OCCUPANCY ' SHALL, BE PERFORMED ONLY S/W SIDEWALK L EGN EXIST. GROUND NORTH �"�' w , (- r-rl ri i -i D/W DRIVEWAY _ ^- -- _-rrr' r_F rI_ 44.6 --'y I DURING THE TIME PERIODS AS FOLLOWS: EGS EXIST. GROUND SOUTH Q �� { rr- = rrr rrr: r-rrrr: rr E L� �' ;=_ 5 - POOL �- LL ! FH FIRE HYDRANT ' I p -rr rr r r rr I _ -rrr-r Z -L r i _-r-rrr r oy.: N °� _ `- , OCTOBER 1ST TO APRIL 30TH: RETAINING WALL (� t rrrrrr r'rr r ri rr rr!f r rr(`rr tet- :; `:.' - 57 o '� -_j.._ RIM=96.30 `` �- o S.D. STORM DRAIN - - r r rl - .- , r rrr rr 95.8 TG c� -- - -. -- o MONDAY -FRIDAY 7:00 A.M. TO 5:30 P.M. r r PAVERS I J z I o _rr�rl f � -�rri r rrr�� . c:, 4 I- o o rr rr. �rr� ;rrr rrrrrr-r, , 94.5 IN F. F. = g 6. 6 7 I I SATURDAY 8:00 A.M. TO 5:00 P.M. IW Q ( 97.0TW 5. 95812(PAD = 9 6.0MAY 1 ST TO SEPTEMBER 30TH: UTILITY PURVEYORS 4 4 ) � r---- `�I MONDAY -FRIDAY 6:00 A.M. TO 7:00 P.M. TR 95.5TF - 94.8 INV -!-i {__l i- EX. WTR M 2.6 INV (.:._F_J� o SATURDAY 8:00 A.M. TO 5:00 P.M. F >> rt j 27 , - �- F ,- r- , WATER/SEWER COACHELLA VALLEY WATER DISTRICT I 50 _ 5 32 LF r- r -r- �r --,-r- - �� 1058 r r rf- 1-1-r _ !_ --� UJ I - I` �_,.:. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDA7i'S r P.O. BOX I / Gj. -rrrrrrrrry r � COACHELLA, CA 92236 \9 - r -r -r- rrr rr' ; F� �` s -I -I- f Iu i 7 (760) :398-2651 I I �G� r rrrrrr x96.5 rrr �-rr-� o �n j_-_I__I__.r--"_�_; HP o �` I rrrr r -r, -- -� N r ei ELECTRIC IMPERIAL IRRIGATION DISTRICT rrrrrrrr rrrr rr d' d- _ rr3 r, r r. r, rrro ROOF 11 Zx , 81-60 AVENUE 58 I N -�� rrrr rr F95.5TF-rIFr rrra, o rn ' -- -- �` - �- - �rr-r-r�-'ri--rrrrrr � � OVERHANG � � � �__ - � `-- � `- ~£- � � I r -r. rr, r1 I DETAIL TYP. v P.O. BOX 1080 0 -r -(-FU -. rr- r-rr� p -r rirrr r I ( ( r nDRYWELL C LA QUIINTA, CA 92253-1080 I ( o r r r r. rrr rrlrrrirrr I 'r TYP. r r / ( I" (- - - (� i- 24" DIAM. C.I. GRATE & FRAME (760) :398-5825 ! o -; , r i ; --I-r_i---F_ ;- If- F- r-i-r(� (n cry ' F- I-�- i Y I 4" DRAIN PIPE, COVER END WITH ALHAMBRA FOUNDRY A-1200 OR APPROVED o I r Iry -Li L� I EQUAL. SET RIM TO GRADE WITH PRECAST --r- LL r -i r WINDOW SCREEN MATERIAL AND :- -_ - 95.7 TG=r T=r- r GARAGE �, 9 7 TG- �' �- �- RISERS. GAS THE GALS COMPANY I I i1 N. r .4_' r o / - ; - 45-123 TOWN AVENUE 9 z ' ; ;- ;� r- - -�- r r r9.9, !N�/ "' �'' - 6 9 . ST NV 4 ? i I (- r SECURE WITH BAND CLAMP. INDIO, CA 92201 617 -rri�rr�--i r -_rrr r 1r i`r-<< i -r --r - 96.55FS `" 1 101.5TW -r- / 800 292-0713 I %�C- r�-� Crirrrl r rr-! rn 2 5.4 TG 4 ❑ , COMPACT BACKFILL TO 90q MIN. - - ;; - - 5 49 LF . I f , - WITH TOP 12 COMPACTED TO 957. ( ) ` ' - 0 I I I I i'96•,5QFS-rr, 95.50TF 94.1 INV 31. _ _ _ " TELEPHONE VERIZON I ( 1©1.0 TW-F-Irr 1�' rr r- ' 111- - 48 DIAM. PRECAST MANHOLE CONE . '-r rrr -•a ®Ir-rr rr; rr, rr 1_Q.i`STVV_ _2_i = - 295 N SUNRISE WAY ; .0 TF--,-r-F r- -- - -❑ 4 `� i = _ COLLAR PER DETAIL SHEET 2 rrll r; r i a { r _-------_ •� - F-O�Q � -'- - G -'` �-) I I- _ �= 6" PVC DOWN DRAIN WITH FILTERED -, ; , rn- rr_r . 95.5CTTf 96)_ �, =III=11 - " -- I r I � rrr-rl ; HP -------- - - � 4.4 IN PALM SPRINGS, CA 92262 r „ r :---,"-.- .r._ _ _, _. r r t i- r" I rr;-rr-e-r�- _ _. _� � r rrrf _. ; , � r-_3 r -_r._1. -.r r._r, � rrr-rr, r- _ /97 __._ ._ �� ' - f- - "Y -- ----.` _ .. I-111- o I I=1 6 DOME TYPE GRATE ON INLET (760) 778-3610 PR PO ED MAILBOX ; 99.0 TW' -' ; -� r-r� -- �-� 95.7 TG r ; rrr-r - - -_ PRP PO[r_f! ' - `- 9, 6.0 TF r -- f=rr , NV --1=1� i tr _'"f_ __ - - - -+d- - ►�- �" --- "_" -�' i 1.09 tr' - PRECAST REINFORCED CONC. SLAB CABLE N - TIME WARNER EX., VERIZON RISER I �� ,��. r - r- x 99.0 TW 7 � _ _ = 4" CON ) 41725 COOK . _ _ - CTRIC VAULT -- _ __ -- -{99 --- __��_. _ - E IL EX. ELE "-'--�----�---"-��' - CONCRETE SLAB (POURED IN PLACE 96 O TF ;` 1 � � III os . _ (1 EXTEND 6" INTO UNDISTURBED SO PALM DESERT QRpi Essb I (-'--'- I -I I -I I - -� I (CLASS 560-C-3250 CONCRETE) (760) 340-2225 ��°� F /k� f (Plnk Olteande Ire- » ' 95.4 TG \ m r J i I=III = I=III= 48" PRECAST PERFORATED CONCRETE RING ��� 6 D 36 RETANING WALL 95.4 TG N 89 59 18 E 173.42 4 6 .��► �� d D D� o 0 9 s 4 =III -111_1 i I- c� , s i Q 94.0 INV r rd � - o o = 1" TO 1 1/2" WASHED ROCK `99 �'� EXISTING BLOCK WALL 93.6 INV 0` �G 3 /=I I=I I Q po A NON -WOVEN FILTER FABRIC PER SEC. SOILS ENGINEERNo. 45389 p 2>N sFC - - - - - - - - - - - - - - - - - - - - - - - Q�'J1 =1 I=I I 1=1_0 -_=1 88-103 CAL. STD. SPEC. SHALL BE USED I m EXISTING HOUSE �' 3 /=I I=1 1 O° Z O III=III= BETWEEN THE WASHED ROCK AND SLADDEN ENGINEERING _ _ _ 39-725 GARAND LANE, STE G ST CIVIC. �P 1EX. CABLE RISER a \ I °� :111=1 I I -I oo r oa I I-1 11- UNDISTURBED SOIL =III=III O° 0 12 O° III -II PALM DESERT, CA 92211 qrF OF CA��F� I a I z / / \ v / \ / / (F. F. = 9 9.5 0) I n m / - o W Q o -I (760)772-3893 i I Imo._ i I I -i I -) o 0 o MIN.°Irli-i � I42SA - THE UNDERSIGNED SOIL ENGINEER CERTIFIES THAT HE HAS REVIEWED THIS_6!R4DING PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN 771E SOILS REPORT NO. DATED , AND GEOTECHNICAL UPDATE DATED , AND THAT HE SHALL PROVIDE SOIL ENGINEERING SERVICES DURING CONSTRUCTION OF THE EXCAVATION AND FOUNDATION PHASES OF THE .IWORK, TO OBSERVE COMPLIANCE WITH DESIGN CONCEPTS, SPECIFICATIONS AND RECOMMENDATIONS, AND TO ALLOW DESIGN CHANGES IN THE EVENT -THAT SUB -SURFACE CONDITIONS DIFFER FROM THAT ANI7CIPATED-PRIOR TO'START"OF CONSTRUCTION. THE SOIL ENGINEER'S WORK DOES NOT INCLUDE SUPERVISION OR DIRECTION OF THE ACTUAL WORK OF THE CONTRACTOR, HIS EMPLOYEES OR AGENTS. THE CONTRACTOR FOR THIS PROJECT SHOULD BE SO ADVISED. THE CONTRACTOR SHOULD ALSO BE INFORMED THAT NEITHER THE PRESENCE OF THE SOIL ENGINEER'S REPRESENTATIVE NOR THE OBSERVATION AND TESTING BY THE SOIL ENGINEER SHALL EXCUSE HIM IN ANY WAY FOR DEFECTS DISCOVERED IN HIS WORK SIGNATURE R.C.E. NO. DATE PRIVATE ENGINEER'S NOTES TO CONTRACTOR The existence and location of any underground utility pipes, conduits or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge there are no existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utility lines shown on these drawings. The contractor further assumes all liability and responsibility for the utility, pipes, conduits or structures shown or not shown on these drawings. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete re�-ponsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, inden n fy and hold design professional harmless from anyr and all liability, real or alleged, in connection with the performance of work on this project, excepAing liability arising from the sole negligence of design professional. CONSTRUCTION NOTES NO. DESCRIPTION QUANTITY 1 CONSTRUCT FLATWORK PER CITY OF LA QU11WTA STANDARDS 3,554 SF 2 CONSTRUCT 6' GARDEN WALL (BY SEPERATE PERMIT) 60 LF 3 INSTALL DRYWELL PER ATTACHED DETAIL 1 EA 4 CONSTRUCT 4" AREA DRAIN PER DETAIL 'A' 20 EA 5 CONSTRUCT 4" PVC DRAIN PIPE 0 1% MININ4UM SLOPE 434 LF 6 OMIT BLOCK AT GRADE TO ALLOW FOR DR41AVAGE 4 EA 7 CONSTRUCT 3' RETAINING WALL (BY SEPARA-FE PERMIT) 146 LF 8 CONSTRUCT 12" BUBBLER BOX PER ATTACHED DETAIL 1 EA NOTE: ALL THE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN REVISIONS: ESTIMATE FOR BID PURPOSES. NO. BY DATE DESCRIPTION Important Notice - Underground Service Alert Section 4216/4217 of the Govemment Code requires a your di Dig Alert Identification Number be issued before a Permit to Excavate, will be vaP�d. For Alert Dig Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. .�.�. of LP, avrN ;I & SAS pEP gU1L0p p RoV E FOR Cot4STRUC-rJON I -_,L Vy » p FG 4 11=1 11=10° i 1=1 11= 4 ROUND AREA DRAIN _ _ - III III o o III I' 12" > '%U ARE I=1 I I=1 0� O I I=1 1= - ° ° 1" TO r 1/2" WASHED ROCK ON 2q W ATE -� a :. -I i I=1 I I o o III=1 5 �--'"" t-� I I -I �p o� I = _ UNDI&RBED SOIL A MINIMUM 12» THICK v. Q L o I i=1 I I (1 oV o oV oJ.nu 11= 4 PVC DRAIN PIPE AT 17 MIN. 18 nu ° N 11 0°° III -I PERFORATED 0 00 » - - I�=�11 = III= WELL n,�DRAINDETAIL (TYP., - ° ° 1 ROCK �; 11„illi,�lllll�lllll�,lil��1111��11111�11=1 INSTALL o o a »..- DETAIL 'A' FILTER o 000°o°o o° 6 i a r NO SCALE FABRIC 6" 18" 6" p.,' "j,". �i '' �� r v,�LL JOINJS ABO THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT. » MA "T'ER LA 110 RATE I HR OR HALF OF N N 1 EERED P RC LATION TEST P T 5 R X APP DATE www.heitecinc.com �QROFESS/p�;� HEITECI 42-575 Melanie Place, Suite P �t�D. �C Palm Desert, California 92211 /�� C f0 N S U L T I N G 760.340.9060 Fa)c760.340.9070 PREPARED UNDER THE DIRECT SUPERVISION OF: * No. 55606 03/14/16 �� �. STgTF 010- OF C DATE MICHAEL D. HACKER R.C.E. NO. 55606 a ,,, . _ LLKKtt��QQ - / , A EGN E 0 U 0 /H . MA . BUBBLER DETAIL' ``a ` i i THE HIGHESCT RUN F FROE A FOR M ACOLA 100 lYEAR FREQUENCY STORM, NON MA Y BE THE OU TSIDE EA OF THE GRA MATTER WHAT TIME LEN GTH,MSH�) BE v �,;t �U TILIIZED WH L ULATING THE STORAGE CAPACITY NEEDED IN A DRYWELL APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA TIMOTHY R. JONASSON, R.C.E. 45843 PRECISE GRADING PLAN OF PUBLIC WORKS DIRECTOR / CITY ENGINEER SCALE: AS SHOWN LOT 57 DEL GA TO DRIVEsHEETs V PLOT DATE: 03/14/16 RIV. CO. BENCHMARK 103-3-70, TOP OF CONC. FILLED 1" LP. 350' NORTHERLY OF OLD AVE. 52 THE TRADITIONS COUNTRY CLUB KA DESIGN BY: J.E. AND 30' EASTERLY OF CL OF WASHINGTON AVE DRAWN BY: J.E. M.L. 16' SOUTHERLY OF POWER POLE 1989270 FILE NO. CHECKED BY: J.E. (ELEVATION = 40.11) W.O. 150302 FOR: JONES DEVELOPMENT DWG•150302 PG