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BWFE2015-0266
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: C-8. C29 License No.: 881611 Date: /l0S 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).: r (_) 1, 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 (760)398-9227 Llc. No.: 881611 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 ofthe ork for which this permit is issued. ✓(Li 1 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: _ 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: %�//S 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: q/ AS Signature (Applicant or Agent) :8-495 CALLE TAMPICO Q�i U VOICE (760) 7777125 FAX FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT (760) 777-7153 BUILDING PERMIT Date: 8/20/2015 Application Number: BWFE2015-0266. Owner: Property Address: 79465 TOM FAZIO LN JOHN DANIELS APN: 766032013 79465 TOM FAZIO LN Application Description: DANIELS JOHN & PAM BLOCK WALLS LA QUINTA, CA 92253 Property Zoning: a Application Valuation: $35,000.00 n 0 T0 C Applicant: Contractor: O T S N M CASTILLO'S CONCRETE CO M CASTILLO'S CONCRETE m O P0BOX 5 P0BOX 5 �a O czza COACHELLA, CA 92236 COACHELLA, CA 92236 _=9 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: C-8. C29 License No.: 881611 Date: /l0S 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).: r (_) 1, 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 (760)398-9227 Llc. No.: 881611 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 ofthe ork for which this permit is issued. ✓(Li 1 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: _ 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: %�//S 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: q/ AS Signature (Applicant or Agent) DESCRIPTION FINANCIAL • 1• ACCOUNT,`QTY',-..AMOUNTx•,_' PAID, : .PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 8/20/15 ,r> .PAID BY ` . .; +> ' METHOD RECEIPT # .'- CHECK # " ` CLTD BY M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSAc ..$2.00 $2.00 DESCRIPTION e' "ACCOUNT - QTY __ dtAMOUNT ',. :. 4PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $87.00 $87.00 8/20/15 ?,PAID BY' ; . # ' ' ` " METHOD. ', ::'RECEIPT # CHECK #. ' CLTD BY M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH x ::.;.,... �:rn�. DESCRIPTION a ACCOUNT '- ,, QTY,',, AMOUNT: .. PA , ID PAID.DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 8/20/15 PAID BY . _,:• ,; 4 METHOD .` '' RECEIPT # -< 'CHECK # CLTD BY' M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH DESCRIPTION ` '< ACCOUNT, QTY • �. AMOUNT, PAID PAID DATE WALL/FENCE - FIRST 100 LF PC - 101-0000-42600 0 $60.91 $60.91 8/20/15 'PAID BY "{ s3 METHOD -, xRECEIPT # CHECK # ' CLTD BY M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH Total Paid forFENCE OR FREESTANDING WALL $195.77 $195.77 t,DESCRIPTION ' ACCOUNT *QTY: ..,AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 8/20/15 PAID BY . r METHOD LL '.: RECEIPT # : CHECK .# CLTD BY, M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH DESCRIPTION' ACCOUNT QTY' ` .. AMOUNT' ? PAID.: PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 • $60.91 8/20/15 PAID'BY "'METHOD .. , RECEIPT#; , CHECK # , CLTD BY M CASTILLO'S CONCRETE CO CHECK R8608 12928 SKH Total Paid forRETAINING WALL $108.77 $108.77 TOTALS:0.$306.54 Description: DANIELS JOHN & PAM BLOCK WALLS Type: WALL/FENCE Subtype: Status: UNDER REVIEW Applied: 8/20/2015 PJU Approved: Parcel No: 766032013 Site Address: 79465 TOM FAZIO LN LA QUINTA,CA Subdivision: TR 27728 Block: Lot: 48 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $35,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 323LF OF 6' GARDEN WALL, 32LF OR RETAINING WITH 6' WALL ON TOP, AND (9) PILASTERS [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT QTY = AMOUNT PAID PAID DATE. RECEIPT # CHECK # METHODY PAID BY' CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 8/20/15 R8608 12928 CHECK M CASTILLO'S SKH CONCRETE CO Total Paid forBUILDING STANDARDS ADMINISTRATION $2,00 $2.00 L BSA: Printed: Thursday, August 20, 2015 1:35:45 PM 1 of 2 C SYSTGiviS SITEsS ' ADDITIONAL . I;.HRl)11I1'!1 i7lli5t ;.: CONDITIONS DESCRIPTION ACCOUNT QTY = AMOUNT PAID PAID DATE. RECEIPT # CHECK # METHODY PAID BY' CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 8/20/15 R8608 12928 CHECK M CASTILLO'S SKH CONCRETE CO Total Paid forBUILDING STANDARDS ADMINISTRATION $2,00 $2.00 L BSA: Printed: Thursday, August 20, 2015 1:35:45 PM 1 of 2 C SYSTGiviS ATTACHMENTS Printed: Thursday, August 20, 2015 1:35:45 PM 2 of 2 B? _ SYSTEMS INSPECTIONS COMPLETED RESULT REMARKS DATE - NOTES SEQID INSPECTION TYPE INSPECTOR '-PAID CLTDy DESCRIPTION ACCOUNT QTY AMOUNT' PAID PAID DATE ' RECEIPT # CHECK # METHOD BY FOOTINGS BLD BY WALL/FENCE - EA 101-0000-42404 0 $87.00 $87.00 8/20/15 R8608 12928 CHECK M CASTILLO'S SKH ADDITIONAL 50 LF CONCRETE CO WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 8/20/15 R8608 12928 CHECK M SKH 100 LF CONNCRETECRETE COC WALL/FENCE -FIRST 101-0000-42600 0• $60.91 $60.91 8/20/15 R8608 12928 CHECK M CASTILLO'S SKH' 100 LF PC CONCRETE CO Total Paid for FENCE OR FREESTANDING WALL $195.77 $195.77 RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $47.86 8/20/15 R8608 12928 CHECK M CASTILLO'S SKH 100 LF CONCRETE CO RET WALL <=12P -FIRST 101-0000-42600 0 $60.91 $60.91 8/20/15 R8608 12928 CHECK M 100 LF PC COSKH CONCRETE C CONCRECASTILLTE Total Paid for RETAINING WALL $108.77. $108.77 TOTALS:0.$306.54 ATTACHMENTS Printed: Thursday, August 20, 2015 1:35:45 PM 2 of 2 B? _ SYSTEMS INSPECTIONS COMPLETED RESULT REMARKS DATE - NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE BOND BEAM BLD FINAL" BLD FOOTINGS BLD ATTACHMENTS Printed: Thursday, August 20, 2015 1:35:45 PM 2 of 2 B? _ SYSTEMS s Bin #, City of La Q uin to . Building 8L Safety Division �1/P.O. Box 1504, 78-495 Calle Tampico. La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: -7 -1 _ (4 6 ST �oa Owner's Name: JO a �G A. P. Number. 766 - o 32- 01 Address: Legal Description: City, ST, Zip: 3D n ( Contractor: (..� s e f2 �:.>YS i�": 4iii:S�'.. Telephone: s ;:.,:., >; Address: Project Description: �l A` r 1'l. e ��,jlii �i 117 Ilf City, ST, zip: C Telephone: C _ 9 2 % s' > :"">. ;m`•''�f>`>r„r: g ~?,s ` f li///NG �i , 61 State Lie. 4: 16 11 City Lic. #; �� 2 S iii .ti . �1 '+'��+ �� Arch., Engr., Designer: Address: -7-7-:5- 70 s y Tr 2l 5 1. City., ST, Zip: �u1 vr► c 4 2211 •�; t Telephone: t� State Lic. #: .i:4,S.:..i ::in'!,.• ilii\;. �Yy+hvJi�W.,..:N::.v }n:iyS iz' .:::: hs'r%'> <v< ': :: «.::}.::` NJllhi �vi:::iiJ.•:^hyl."ftihyi, :i:6.�^,: -%iit: .; ; ,:::•Yv,<;.;::.:...;.�.:.:t;;; / . r�l1 ��5 Occupancy: Construction Type: f , Project type (circle one New Add n Alter Repair Demo Name of Contact Person: 5111 ` ALATelephone Sq. Ft.: # Stories-. # Units: Estimated Value of Project: ,3 5 0,2 Cie *,of Contact Person: � 5 7 -6 I APPLICANT: DO NOT WRITE BELOW THIS LINE t✓ Submittal Rcq'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Ca1cs. Reviewed, ready for corrections Plan Cl+cck Deposit Truss Cala. 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. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '`d Review, ready for eorrectionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue StI1001 FCts 6' High Wall 2' to 4' Retaini Heel -in Footing---„G-a_100mph_Cul SOCK CQ• INC. - S►ne• 11K 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. NO SURCHARGE 6. MASONRY COMPRESSIVE- STRENGTH, f m 1500ps1. SPECIAL INSPECTION NO.T REQUIRED PER .CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY? PPLICABILITY OF THE DEFINED DESIGN 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 U.O.N. 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 m 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 SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 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 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 roopSI. A az o PS i 7. iRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 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. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS SEE DETAIL SHEET S-5.1. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE Ris� 1 s � Ear^ •t -I ,__r. ," !r T C'' ivr jT, `, D FOR CONS I--3! C71C;'J OPTIONAL WALL CAP f6STD. LADOER.TYP.E (�S STD -FOR SLUMP.STONE) JOINT'REINF: AT TOP COURSE,— At OURSE,, --.AT FIRST COURSE, AND 24"6.c. AT FENCE 6" WIDE (NOM.) CMU W/ J4 VERT. REINF. 024 o.c. (16" LONG CMU) ® CTR. OF WALL GROUT CELLS w/ REINF. X14 HORIZ. 024"oc: ® RETAINING 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC— — SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.)'CMU FULLY GROUTED -.- . 'X' BARS PER SCHEOULE,.LAP 24" MIN. F.G.: WET—SET FIRST a .z COURSE #4 CONT. #4 CONT. ® 12"o.c. U' in CONT. CONC. FTG. CONC. KEY LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. y-� Zfj ANDERSON DESIGN GROUP 'qwStructural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 —(626) 938-1595 • Facsimile (626) 938-0485 enpinee�lnp _",jn Since 1957" 'H' 4 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION I X I a -OPTIONAL CHAMFER BACKFILL— WELL GRADED, CLEAN F'SANDS OR GRAVEL OR I COMBINATION USC= GW,GP OR SW,SP I" OUTSIDE FACE N 3" MASONRY FENCE WALL:SCHEDULE 9 REINF.WAU.'STEM X' BARS 'H' MAX. TYPE PER S -2.o 16' LONG CMu 9' MW. C` 2'-0" 'A 4�✓14"o:c. 3 ,8 • 0'-1" B` 4032"oc: 21-9" N/A Ci CL 'A' 4024"o.c. '3'-10" 0'=1” B' 4%32"o.c. 3'-"0" N/A A' 4016"o.c. 4'-2" 0'-3" 3'-4" B' 4032 o.c.-773r--5—. N A 'A' 016"o:c. 4'78" Ris� 1 s � Ear^ •t -I ,__r. ," !r T C'' ivr jT, `, D FOR CONS I--3! C71C;'J OPTIONAL WALL CAP f6STD. LADOER.TYP.E (�S STD -FOR SLUMP.STONE) JOINT'REINF: AT TOP COURSE,— At OURSE,, --.AT FIRST COURSE, AND 24"6.c. AT FENCE 6" WIDE (NOM.) CMU W/ J4 VERT. REINF. 024 o.c. (16" LONG CMU) ® CTR. OF WALL GROUT CELLS w/ REINF. X14 HORIZ. 024"oc: ® RETAINING 4"0 SDR 35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC— — SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.)'CMU FULLY GROUTED -.- . 'X' BARS PER SCHEOULE,.LAP 24" MIN. F.G.: WET—SET FIRST a .z COURSE #4 CONT. #4 CONT. ® 12"o.c. U' in CONT. CONC. FTG. CONC. KEY LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. y-� Zfj ANDERSON DESIGN GROUP 'qwStructural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 —(626) 938-1595 • Facsimile (626) 938-0485 enpinee�lnp _",jn Since 1957" 'H' 4 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION I X I a -OPTIONAL CHAMFER BACKFILL— WELL GRADED, CLEAN F'SANDS OR GRAVEL OR I COMBINATION USC= GW,GP OR SW,SP I" OUTSIDE FACE N 3" 9 OF BLOCK TO 0 t OF VERT El N Ci CL DATE SIGNED 6-25-14 S-1.6LQ #6255 BLOCK CO, INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ENb:OF WALL X A 5 x HF.I. 0 O: X O x I I 5xHF 5xHF SxHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES( /y & �1 TOTAL WALL LENGTH 8' High Max. Site Wail C o 100mph Risk Category I 6' Wide CMU n 5>^.� TA JL_.�. `t , � ,J'�;i. 0-Fi0N t 3� L. 5 x HF MIN. ff I= TYPICAL REINFORCED WALL STEM TYPES ELEVATION. WALL TYPES.� & ANDERSON DESIGN GROUP Structural Engineering Building Design` 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938.0485 ,. - enpineerfnp excellence V— 1957- 5 x HF MIN, 1 0CNED. 5-21-14 S-2.OLQ #6255 eLCCw CCL. INC. Etre 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, 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: 1. REINFORCING STEEL MALL 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 COLO -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP' SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl 0 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 SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 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 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 'lOOpsL ,'2"000,.3 i i j 7. ..RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 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'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL MEET S-5.1. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE 6' to .8' High Site Wall. Spread Footing ® Property Line C a 100mph (ult.) Risk .Category I 6" . Wide CMU OPTIONAL WALL CAP --A 6 ,STD•:`L'AQDER :TYP #5 STD: FOR •SLUMP. JOINT R. NF; AT TOP COURSE, AT FIRST. COURSE,` AND 24"osc 6" WIDE (NOM:) CMU GROUT CELLS - — w/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL 'Y' BARS PER SCHEDULE LAP PER 'L' WET -SET FIRST, COURSE I - 2-#4 CONT, . CONT. CONC. FTG. 'B' MIN. PER SCHEDULE 'H' MAX. A orna ._ 1.11.1: nurvr.anu. o�un . . oruca 18 LONG CMU 18' LONG CMU TYPE'PER S-2.0 16'. LONG CMU 18' LO NC CMU . 'B' MIN,: 6'-0" #4048"o.c. #4054"o. c. A B' OF LA Q U 1 NTA 4®27 o.c. 4054"o.c. A-O. k& "'V FETY D E PT. 11 CONSTRUCTION _. BY 'Y' BARS PER SCHEDULE LAP PER 'L' WET -SET FIRST, COURSE I - 2-#4 CONT, . CONT. CONC. FTG. 'B' MIN. PER SCHEDULE 'H' MAX. A orna ._ 1.11.1: nurvr.anu. o�un . . oruca 18 LONG CMU 18' LONG CMU TYPE'PER S-2.0 16'. LONG CMU 18' LO NC CMU . 'B' MIN,: 6'-0" #4048"o.c. #4054"o. c. A B' 4®24o.c. 4048"o.c. 4®27 o.c. 4054"o.c. A-O. 3'=6» .2'=3" 6.'-f3" �j4048"o.c. #4045"o.c, A' 4016"o.c. #401 -2 3'-11" 2'=6" #4048"o.c. I #4045"o.c. _._. _.- -.-• _ -. _ B' 4048'o.c. A' 408"o.c. 409"o.c. 3'-4" 1#400"o.c. #4036"o. c. 8' L 40.40".pe; 1 #4036"o.c., 2''=0" 3-0„ ANDERSON DESIGN GROUP . Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 93B-1595 • Facsimile (626)938-0485 eng/nee.ln0 a celleneY Since ]95]" U01 w W _ N of w n. i N 3" CLR. TYP. DATE S[GNED 6-25-14 S-1.1LQ #6255 oukK CO., INC. Since 196 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM .,ENOi Of WALL x x O " 5 x H � f L x x _. .- ,,I --— --i. 8' High Max. Site Wall C a 100mph Risk Category I 6' Wide CMU 5xlif� ( �1. Sx F TYPICAL -R jEINFORCED WALL STEM TYPES PLAN WALL TYPES {� ' & B• TOTAL WALL LENGTH 5 x Hf MIN. 1 ANDERSON DESIGN GROUP. Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 enpineerrnp excellence V— 1957' BLOCK CO., INC. Once HK I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6` to 8' High Site Wall Spread Footing - C o 100mph {ult). Risk Category I 6" 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 a 1500p81. 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. #6. STD. LADDER TYPE NOTES:5 STD. FOR SLUMPSTONE),_ JDINT REINF. AT TOP COURSE;` NFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.c. 1. REI 'GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL .BARS IN CELLS. MASONRY FENCE .WALL SCHEDULE. 2. JOINT REINFORCEMENT ('LADDER' TYPE) SHALL BE COLD—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6' WIDE (NOM.) CMU 'L' STEM GROUT CELLS 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2800pS1 m 28 DAYS, UNLESS w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT. A B'4®48"o.c. .4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS ®27"o.c. 054"o.c. BLOCK PRECISION, SPLIT FACE, BURNISHED; OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR o: a ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS 'X' BARS PER MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL MANUFACTURED BY E—Z MIX INC.. CONFORMING TO. PROPERTY A' B' REQUIREMENTS OF ASTM C270. #4018"o.c: 4054"o.c. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, 3'-1" 1'-11" AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF `OOpsl. ;tOUvq,�- l 1 Y BARS PER 7. . IRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP— IS PLASTIC. PER 'L' 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH �j4®48"o.c, VERTICAL CONTINUITY OF THE CELLS. F.G.. 9, VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 4®18"o.c. 4®45o.c. 40'—O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET—SET FIRST MORTAR WASHED COURSE , 10. GROUT ALL CELLS WITH REINFORCEMENT. 2—#4 CONT:. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. #4040"o.C. #4036'o.c. CONT. CONC. FTG.— 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS ®9 0.0.. 4036"o.c. SEE DETAIL SHEET S-5.1, W-8" 2'=3" 13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE ALT.. BENDS l Uy - LA QUENTA MASONRY FENCE .WALL SCHEDULE. BUILDii.f H' MAX. . X' BARS RONF;WALL STdA Y' BARS I6' LONG CMU 18" LONG CMU TYPEPER_5-2.0 18' LONG CNU 78' LONG CMU 'L' STEM 'B' MIN. 6 - 4®48"o.c. ®54"o.c..8!' A B'4®48"o.c. 4024"o.c. ®27"o.c. 054"o.c. 2 -0 2!— 0» 13Y o: a DATE x/4048"o.c. #4045°o.C. A' B' 4016"o.c. 4048"o.c. #4018"o.c: 4054"o.c. 2 —07 2'-0"' 3'-1" 1'-11" 7'-4" �j4®48"o.c, X4®45"o, O.C. A' B'` 4016'o.c. 4048"o.C. 4®18"o.c. 4®45o.c. 3'-0� 2'-0' S' 6° 7-11" #4040"o.C. #4036'o.c. 'A' .. .< 'B' - _ 408"o.e - #4040"o.c. ®9 0.0.. 4036"o.c. 3' 4" 2'-0' W-8" 2'=3" l Uy - LA QUENTA w BUILDii.f . 3A ETY DEPT. _ A11-" VED 0 FO�� >2 ' 'RUCTION w 13Y o: a DATE EQ. EQ: Z w z � _ w '8' MIN. PER SCHEDULE 3" CLR. TYP. 4* —_ < CAI:.::. , SIGNED 6-25-14 ANDERSON. DESIGN GROUP S-10LQ Structural Engineering Building Design • 228 East Badlllo Street • Covina • CA • 91723-2115 #6255 (626) 938-1595 • Facsimile (626) 938-0485 enpineenn0 excellence since 1957- ' ANDERSON DESIGN GROUP Structural Engineering Building Design'' 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 '•enpineer�np exttflence since 1957- 8' High Max. Site Wail C o 100mph BLOCK CO, INC. Risk Category I Since 190 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU .'END:OF WALL i 5 J( Oy i✓I T. zcl, =" OJ7 ., or""w x OA X RETURN TYP.. 5x HF 5xHF 0.. 5HF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES �1. TOTAL WALL LENGTH tj ¢z 3� i` 5 x HF MIN, 5 x HF MIN. S-2.OLQ #6255 I BLOCK C0.. INC. Since 1944 I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: I. 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. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL. 6. MASONRY COMPRESSIVE STRENGTH, f rn = 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: 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. NOT USED 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, -UNLESS OTHERVAISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED, 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 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 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 2000psi. '1ST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. 'WHILE CONCRETE PLASTIC. 8. NOT USED 9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 10, NOT USED. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE'APPLIED TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS. MECHANICALLY—ANCHORED VENEER IS NOT PERMITTED. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE I LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL WIND LOADING FOR EXPOSURE C. 120mph AND LESS. 16816 OR 16616 CMU PILASTER, SOLID GROUT 'W'=16" SO. W W 2—#4 W a W 3X2 6-8A to 8'-8" High Pilaster Spread Footing - Seismic, 5% ®lsec --- 16" or 24" CMU Pilaster '=.. I APPR0 1 F OPTIONAL` WALL 0P jjU� � ` 4 #,?P T'n . CMU PILASTER, SOLID GROUT (16" SHOWN) 3J"OUTSIDE FACE i"OUTSIDE FACE OF BLOCK TO OF BLOCK TO t OF VERT (4 OF VERT 2—#4 VERT. BARS DWLS. TO MATCH VERT. REINF. LAP — 24" MIN. EQ. EQ, F WET—SET FIRST COURSE. N'—:/#4x'B'-6> LONG EA. WAY CONIC. FTG. —I 'B' SQUARE MIN. 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SITE REFERENCE PLANa A SINGLE FAMILY RESIDENCE FOR: MR. & MRS. JOHN DANIELS � �„� 1 — 3 - � w� •••'N.,'onve..,..�,4. OOh00 Do Plgn HSSOCIele9 �o O > C >> 3 O n 0 n 4 �wrr��dS.ne.Iv w.ldrr.M nt...0 etceirpctu re /Oe elPn 1plenninP uir+/ZI T (`o uC i ,� au.•,,,m,n.,wy:.•r,,,•a,p,.,n„i Juan Carlos Ochoa, Architect C28502 Q fl0 .� p LOT# 48 THE QUARRY • LA QUINTA,CALIFORNIA, ” m..sx.x.uam,u,man ai �.n�::,�t.«.�.wm a,ew.•M.ne �,vtmna••smtpm E , phe:e vnPi ns.nmsA� Eu v6ot ni-uu2 xmv.•rlruetv5nr rcMWniSntMrbuacOgn<•m jl�` 17 - -- — ^ s _• Yui - . s ...• , - IN NIA APPROVED FDR PERMITTING PL. ING'AND ZONING COMPLIANCE, THE CITY • OF LA QUINTAA. C ` GENERAL NOTES COUNTY, OF RIVERSIDE, STATE OF.. CALIFOR 1: 'MT OLDIES FFIE06m TO EST 19H ON RE-ESTABLISH THE BIILDN6 PAD DiYA71ON . P R E C I E G RA C� I N .PLAN GREG BUTLER " DATE LES JOHN GATE . 9011 BE rVi06ED IN AODTaANX WITH THE A�N,YD FUM OWING RAN AND A - I. , BUILDING AND SAFETY DIRECTOR CITIY or L DQUINTA HENT DIRECTOR SEPARATE.F6WDT [SIC BY THE CITY OF u QUINT" RELIC WORE DEPARTMENT, THE OUARRY LOT 48 TR 27728 MB 249/1 CITY OF LA OUINTA CITY Of LA OUINTA C 2. THE CONTRACTOR IS AUTHIRIZ D N RA1DEID rTIN FINE OWING ACTIVITY R1ATm TO ETEVATI06 901 ON THIS RAM, ON ARA SPECIFIC IDT ON THE PLAN. 0lY IF. A VALID- .. • . . BALDING FWT HOS BEE+ ISM BY THE LA WINE" BUILDING AID SAFETY DEPARUM FOR PORTION OF SECTION" 29, T.6S., R.7E., SBB&M - - CMWION IF BE E ON iNIWWf SMICIIATHAT PARNOUR LOT. 7 A SPOUT, 14%17 9011 BE OBTAINED FROM THE LA mINIA BIILD116 AAD S/IEIY ®ARI,EM .(\ (LOT 49 I J TO, ANY a= WALLS BOH ON THIS RAN. •si / I / / II I : - I I • . 4. THIS RAN IS'FOR0iUT FD6TMICTION DIY. ALL OfiAr m61iEtTia ACTIVITYSLOW, \ 1 - • TR .27728- SRI BAAIIFA E)By S06 ON PUNS AM EMI T5 IN THE STIC RWIN DE Rr. \ MB 249/1-'14) - • I i/- /I . I • I 1 SINLL �'R7S7/6ED H SPONTE RAS INF RAMI IN T AT TIC u mINTARELIO �• • s. BE mORRTON IS RSQ6IBL FOR OBTAINING ALL REQUIRED PONE IS. - 3 5. THE m{ WM. AND ITS 96mTiR/Cr06. AE i24VSIBE FDA EN9RIN6 TIE • \ �, 'r S - - I I - SCALE 1'=la ,t DEWN1Q MACY? 9LIH ON THIS RAN IS NOT 01MISLD BY LAlO9YPIIG FFABRES , \ , , , • ♦ / . jfI I / , OR OVER ARIROAWLFS NOT 90N w NNIS RAN. - .. .. • . - i. • _ . / 1 ^,,'' II / y 6 5 10 • 20 - 30 T. AFTER DEMING RANT BAWM AND OTHER DOZIFRID6 WABRiA1 FIWII THE mILDIM PID. gyp • NIS'00'/8i i68.m' _ • . - �. 1 ;;UU THE 90" 9/FATE WITHIN THE BOLDINS QKLOE SNALL BE 91RIFIED TO A WINIMY 6 -- - -STJOIC - 6- AND INN CMPACBD TO NINETY PERM (90x) RELATIVE mSITV PER A.S.T.Y. * -- - - tsD)- g,. ) - PA ' _ is9i J�IAT14_1�SPEIFIGTID6. _ -(9 1 - VA6. THE CONTRACTOR 9YLL 1ST DISRW OCISTU6 SURVEY AeNIENTS ON 00 WARD NOTED ON THE5�''RA6,m FOM BRING tI16RRlCiim: KIOYAL AM RTLAaTE]T BUIL DOE BT A rE61y�CIVIL 0611mi WITH w R,C.E.. KAM B.10W 33.965, ON A Li�&D LVD SRR&-= OLY. . _ . 9. ALL SOEEIS. RELIC LR PRIVATE. SOIL ff DFAED DAILY OF DIRT. MD. AND DEERS \ (so 2 ' - O J 3 ---- - ,a P IBS• I - _ ' DEPOS IS R LLTIM FROM ANT ACTIVITY RELATED TO W61B.WIM DOOR lAS DI BE LDrs \ � '- / x1.WAK PA .tom,` - PA - FY i .e z PA i . CONSTRUCTION NOTES SHOP m MIS RAN. MEANING BOLL BE PUFOR ED 70 TIE SATISFACTION IF THE ,'J �•r ! ,y' - � YARD G OTICIAL CO CITY E]61MLR. • ' - , . I � 'G' b; 1 1 r'� � / ` YR'I` .. • ; 3 ; - � "y, h TOTQK � $Ip T 1 I i I Oj GRE OR O NDS (SD. T ON IO. THE ONFR/Cfm 9YL1. PmICO AN) MOSION NO 06T mRR L 1EASK AS FEMARD PIT RE 55 \ �, \ �\ / ` PA 2 1, PAM9 - I. OtEQ! ORATE OR ,OWL - • \ - O vP I BEDROOM 2 }BaP 1 2 OWALL 6 PC PPE (SDR-35). S-IX L04ESS • - t,• N61115E 067 O7TTR RNI NMRmFD FOR THIS ROiCT. - / % 51. QOSFT I I I'; / N 2 I O • . 11. CONSTRUCT ON a MT106 AND MAINTENNQ IF EQIIHYEM EITXIN ONE HALF WILEPF HUMAN OmPl/1Y \ , p •. I �I - OTHERWISE NOTIED ON PLAN. '� BARN . 'A 1I�j� ( • I `>r / ` PA I . O INSTAL EF.4Y BE1m/*W (PVC-SDR-35), r ' SMALL IE RROdED OLT OR116 THE THE RRIma AS rwm L / 1 . 2 CAR GAR10E OLTOfER 15R ID APRIL 3MIt YNMTiAI61Y T. m w 10 & 30 W \\ ' / I V/.' CLo. PA I �A I M 1 O COSIRUCf WALL PER:SEPARATE R/JM /M PDLOL • ie-siLod G • • s 11STI11 6•� ,TEF (RL-SDR-3S) sATIMAr BauwTD smw - e' ,I I( O MAY ,ST TO S PTDHA 301% M ADATiRIDAY & m w ED 7.. m PY f ' - _ * .] �j( . II vn - ' _ SATWMr e m w ro 5 m w I Y - v 9 I'� mESf HIDERS,�j \; W I I I r ©C06TRUCf B- AOL 710]0255 PAVER BMWAT PER /ApOIECf RN1. • WOR BOLL ff PROHIBITED If TILE m 930AT OR FEDERAL MMIMT. ' _ 565 6 `. J A.0'�', .x. AMOIS ROANS ^ DA • .i 4iFS�'�' " 9 I� I _ . , 2 S5.{6FS CLOSD ROOY ...i % 1111\\ ON-SR(167 I I .FtT•`�-•1� I O ORADI BASH PER MAX HEREON. 7W. NIVRAS7 IY 12. WAKIYAI mr AHD FILL 900 • 2 I. MASTER BLRmY N9DP _ / h'y0 I CORM 10' ODR WEU PEA DDAL MERIDA. . 13. MINI" WILDING Pw MINAff 9M1 BE 2x. DRAINAGE 9A1ES 9011 BE A AN" CF0.3' DFP' I ' ' I 9 9 PA ''' A6,� DA ,1 9 I I I (� 66MW YAM BRAIN. NAS 11M Y DA CRATE OR mIML ' 40 BE CONSTRICTED A WENT" O' Y FROM TIE' ITP IF CT ON FILL SJM. MINIWI SLOPE ff SIAM � � � ] - 0• I : ( I E~ ' I C � p �y^TjpR�r r�! DRAWN. ADS 13, QWSTAU YAM . •9011 BE O.SOI. Y I II L i = = d/ , 1 iIl1UE �. PA 2 I ,' Bi1R001 II 2 I I I I W r 1D SOR BRASS GRATE OR EODL{' ]_ ✓i< c ] �A {GFS PA • i s, A,TC I O II II INSTALL ]/IB-'BEa6lm (GILVANQED SEED.). PARR 188999 \ ) _ Y1 K \ 9 - P y'I I I - PER OErAR HEEOK OR COIOL LEGEND - f _. l I. ` �� _ 5x{6 �' 9 , PA I k _ I . ^ _ - I .. @ CORSrRUCt CLEAN AN OUT. U .LIQ ON WON - •. .- .. - - t o FINISHED SURFACE ............... FiS ... , -. _ -. ; I ''..� I- 2' 2AND_ - HIGH POINT ....... ....... NP ! W l I I I ry I] SAW DIT RELm� E snxG - am R wrAER . TO . QD. W I PER LIMIT SHOWN ON RAR LOW PONT .......... ..... 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FP !T q 0TC,11I -' • V-0400 EIOSTING WATER UNE 2 ,C..� - FEY " ) PAI I• t I I BASIS OF BEARINGS L T `C JAW SAKI A �F - 19.OSTC BLOCK WALL...... .... • . • . I J iy - �( . �A GATES ROW �TM '�? THE BASIS OF DENAE:S FOR THIS NA 6 THE WEST UNE OF LOT /5 OF ' . I A_ •' 4 PANTIE' ROOM �f yy _ PA - ' • w INI/ARr _ 2 I - ( ` I I I 1-13 N0. 27)28. /E��p1 ppAN((55 ' IJ OF NAPS OfTE1AL.IAIfLO�I-ASIQj.'Cd�lllh\�O/F�R6'ET®E STATE TRAC40S Sx • 55. SrQ YEOI I I),I / /..I ] I rru9au add' B 9' U 1�1T /� PA IH IIP ,106 I I I Off• Li , 4 • , p ' •BBD -2 PA 2 �. r %CYX PA Z PA ,I{ I� /' I I _ I - BUi►_DINO &SAF I C '' / _ v . Y v PA PA q 1 /I �/}►1lHI.�!�.1:/) I I I I-��q+pp{� ppY�r].I pR��!pE� PTY-,,,. _ 1j `.\/ ` , 1 • PA _ 0 MA r 187 I,,r 'I �; �. L ; I ; , - :.9 dBO�/01 tl- -_ -_-(55)._ - -_ .. 2 -_ ._ _ ._ _-(541.__ -s' J !'j Q 4]AITC p''�}ry.W /'� �o lLa/ - .. , • ;- ', _ - st)-u^ -A -- - (( �) . B'� ' - I S I. 1 1 i/I h 'a 5 I FlJ1 , C ' >8-a. Y (551 / [T1 UMB \"- - - -(52) - ✓ I I VAST CT(ON B / � 1G - 0---- .. WPAtr BAODr1 A i0W a F , NDe Ir OWPACm N9u 1 3 \N v` (L0�47 ��)Y '�E J - p i / /I I DAT E'61 Z4 ADS ANI g r i I TR 27728 \� .. .. MB 249/1-14). • I ` - M1 HRomar 38-( ,ice " I� 1- •I )' I" .: �'1�C I (b(� s� ' {�7./J NE B®B BOXa. v / • . N - PWPP o e ^ I j INLET S PER ARO9IECr DENT L AR U ), K caTo s "ror nnD UNIT - PAVDLEGAL DESCRIPTION ' TELA:: Sax-rxn mWarn INLET - - .. ��ji .� % ' PVC RUO AND T_FYALE AIMVIER 24 IB GE I1 13 NO. 2)r2B, AS 901 BY "WAP ON FILE IN 1001 _ - _ 2{9, PADS 1-13 ff YAPS. OFFICIAL RIM. m.N1Y:6 RIVOSIfE, i1TAL9V OUTLET -BOW SL%� W 1P ? 5 WADE STATE OF CN.UMIA. LTFR FABRIC ALO. 4wr PIIEORAIm mSVI,E W6 1 _ _ - - - - - - - - - - s - •- .. - - -- • - • •. n - - - BUBBLER BOX TO BE PLA - - - - SITE - i '• - • - =I I II I I HI I I 'I I I I ( OVER 6''CONPACTED I' ROCK - SAN, 4- - -B, 1,. 4 miVETM ARRONN ffONIRS A SFPM117E POLDI N0 IN6ELTION R - • A Aw-WOVEN Fin FABaC PER He - N .. Y I I- T-111 (� I �I I IC Bo-Np CAL STD BFC SNNL BE t® �N (GALWV® -, I_I.�-I I� ' - FROM Cm OF u miNTA RELIC W006 7A TIFM' BETWEEN RE NAM ROOT MND61TRBm S1W. &048 -I-I-Iy--I III- 1 ) . 3/B• N>% - NA9m rAal m - - - i' 11-UTI =1 I .. -, WHDI PIPING . we waH m �Hj�T LOT-COVERAGE. _ r TAWASOIRWD SOL A 10'ALKL Ir MOT M-ATTT-I I 1) 1 „'lL py,M111A11 ROW TOTAL.LOT AREA • .24.259 S' ' E • I Ijj j .. TDTAL 911LDIN6 AEA ( O:D0 PATIO ND GWAff IMIC D) • A 9.BW SF I .' . ' A "OEC AL •GMIS Amur 0[ UAIHNC AREA SRAL! BE, • • •• • AxIO C• . - _T i '=T WILDIH S NEA,TLM NEA • 10.5 x MnrAB gNm nsA[ .uD ELT. .. N TE: - • - INVERT RETi .. .. .. , .. . _ • : PROVIDE OEM-a f TO WADE AT EACH DO OF DRAM IN NENIST PUNIER IOCAEDN. • .. .. . DRYWELL DETAIL VICINITY MAP APN:. 766-032-013 ; mr ND srAHE - - • � N.rs.. � ' 11 BRICKSLOT DRAIN ^CLEANOUT DETAIL . ALTs Ars ' 79-46.5. TOM FAZIO LANE NORTH 7/7/1a • - PREPARED UNDER SUPERMICHI ELF:� pp Esse _ SI. = DANIELS RESIDENCE oE9cN: DREW: x - - t e�- sm sm w[ v¢ Y E54 i ESSI ESFMA9R99 MO DA • �� PRECISE GRADING LAN . • Y ' ' .. 1! • CHECK: • , DATE: A .. RCE No. .]83. H>. �TBT1 GINEERING .. QUARRY LOT 48, TRACT•�27 8. _ .. 11 MB 249/1. C:1 roar tT, Wcnow wW,,.rAW below. i • APPROVED .. _ 7Y mc Dw_1a ' + Call bA,f m- you dlg 7. PORnoN'OF SErnoR A0,, IR DWG No. PG176001: , F '. .. REFERENCES .. .. ACE No. �ExP. NATE - CITY.. OF {"'LA-QPTNTA f.Gl . - .. - ..• - .- , .••. • AAAA � � : � � �• -. ::..•^. { .����.. � ��... ,� � . � � �. .. - � . � . -. :-. - ... ;. ... � � � .. . � .. ...: • :.. ..- AAAA •.