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BWFE2015-0084d 78-495 CALLE TAMPICO D VOICE (760) 777-7125 . LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7FAX (760) 777-7011011 BUILDING PERMIT Date: 6/5/2015 Application Number: BWFE2015-0084 Owner: Property Address: 53387 VIA PALACIO PAUL MONTALBANO APN.: 777220003 Q ,'�I1 53387 VIA PALACIA Application Description: MONTALBANO / 161LF OF 6' BLOCK A PILASTERS LA QUINA, CA 92253 Property Zoning: - Application Valuation: $8,000.00 JUN 5 2015 Applicant: CITYOFLAQUINTA Contractor: LARRY COIA JR DBA -7 C'S CONSTR COMMUNITY DEV ELOPMENTDEPARTMENT LARRY COIA JR DBA 7 C'S CONSTR 48-236 VISTA DE NOPAL 48-236 VISTA DE.NOPAL LA (IUINTA, CA 92253 LA QUINTA, CA 92253 (760)564-5811 Llc. No.: 594043 .LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of per that I a ice sed under provisions of Chapter 9 (commencing with Section 7000} of Divisio of the 6usine and Professions Code, and my License is in full force and effect. 1 License Class: B License No.: 594043 Co actor. 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 requiresthe 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) ofbivision 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5. by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (� I, as owner of the property, or my employees with wages as their sole compensation, .will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that -the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did.not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the.project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby'affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). ., Lender's Lender's 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: _ Policy Number: . I certify that in the performance of th for.which this permit is issued, shall not employ any person in any manner so s to be ome su 'ect to the workers' compensation laws of California, and agree t at, if I shuld b me subject to the workers' compensation provisions of Sectio 3700o t 700oft a La or Code, I shall forthwith comply with those provisions. Dater (� AppKanI WARNING: FAILURE TO SECURE WORKERS' COMP" SATION 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 abo inf6rmation is correct. I agree to comply with all city and county ordinances and st a laws elatin o building construction, and hereby authorize representatives of this �to er u the above- mentioned property for inspection purposes. Date Signature (Applicant or Agent INFORMATION I'DESCRIPTION 7Y 3 QTY,,'kk"' AMOUNT PAID PAID DATE'i f a sA000LINT: r ''. BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/2/15 x� N`METIiOD`` _ `(" `� ' �$'� , #+,.,,.#�� CHECK # r,gCLTD BY ,PAIDBY a , t . .,RECEIPT LANCTOT CHECK R6629 5050 SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00' $1.00 ACCOUNT x AMOUNT 3DESCRIPTION,"'7m ,�+PAID_#PAIDDATE` WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 .$29.00 $29.00 6/2/15 `,- 4 PAIDBY METHODa' .::RECEIPT#,CHECK#+ CLTD BY.p Y-y' .r ..<x' }� LANCTOT CHECK R6629 5050 SKH. "r ' ACCOUNT ' TY $ AMX NT Ti',ori `AMOUNT OU c3.., . w .. PAI,DDATE''; ,a=�.,., .._ w.�r3� "..u.Qa k. € 3 w.. WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 6/2/15 PAID By, P4 RECEIPT,,# CHECK :# BY _ 8 Y�METHODr �; yCLTD :' LANCTOT CHECK R6629 5050 ' SKH ; "ACCOUNT �k� `+ s QTY i AMOUNTa ( n -0 ' t .. PAIDDATE. �x �'. �� ti sPAID WALL/FENCE - FIRST 100 LF PC• ' 101-0000-42600' 0 $60.91 $60.91 6/2/15 PAID BY >x §" METHOD RECEIPT #( z # CHECK # x CLTD BY ,.. .�,. �&�t `,->� �r LANCTOT CHECK R6629 5050 SKH Total Paid for FENCE OR FREESTANDING WALL. $137.77 $137.77 TOTALS: 1 Description: MONTALBANO / 161LF OF 6' BLOCK WALL,AND (6) PILASTERS Type: WALL/FENCE Subtype: '-Status: ISSUED Applied: 5/4/2015.SKH Approved: 6/5/2015 MFA _ Parcel No: 777220003 Site Address: 53387 VIA PALACIO LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 6/5/2015 MFA Lot Scl Ft: 0 Building Sq Ft: 0 -Zoning: Finaled: Valuation: $8,000.00 Occupancy Type: Construction Type: Expired: 12/2/2015 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 174 LN FT BLOCK WALLS INCLUDING PILASTERS PER CITY SPECS AND 9, 1.6 SQ PILASTERS PER CITY SPECS. 4DDITIONF 32 x , 0 Applied to Approved., # x Approved to Issued ------ CHRONOLOGY F-� v CHRONOLOGY TYPE ,a.!'4 '. x 4 aw STAFF NAME - -ACTION DATE COMPLETION DATE d s NOTES , : a.�T- . `Pry. ..} w, a;_ PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 4/28/2015 5/4/2015 RECEIVED ~ CALLED 7 C'S CONSTRUCTION TO INFORM THEM THE PLANS TELEPHONE CALL JIM JOHNSON 5/5/2015 5/5/2015 REQUIRE STRUC. CALCS. AND ARE NOT PER CITY STSNDARDS. CONDITIONS NAME: TYPE } 4 NAME"= -' - ADORESSi .FF*CITY = ` STATE ZIP 'mm ;PHONES FAX:EMAIL :. _`, APPLICANT LARRY COIA JR DBA 7 C'S CONSTR 48-236 VISTA DE NOPAL ; LA QUINTA ` CA 92253 (760)564-3780 CONTRACTOR LARRY COIA JR DBA 7 C'S CONSTR 48-236 VISTA DE NOPAL LA QUINTA CA 92253 (760)564-3780 OWNER ' PAUL MONTALBANO 53387 VIA PALACIA . LA.QUINA CA' 92253 .(760)564-3780 FINANCIALINFORMATIONr Printed: Friday, June 05, 2015 8:15:46 AM 1 of 7 sysrenas �i r PARENT PROJEL'i5 Printed: Friday, June 05, 20158:15:46 AM 2 of 2 SYSTC•M5. - - LTU DESCRIPTION ACCOUNT QTY,. AMOUNT PAID PAID. DATE , • RECEIPT # CHECK # .f METHOD ,PAID BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00. 6/2/15 R6629 5050 CHECK LANCTOT SKH - Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA 101-0000`-42404 0 $29.00. $29.00 6/2/15 R6629 5050 CHECK LANCTOT SKH .ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $47.86 6/2/15 R6629 5050 CHECK LANCTOT SKH 100 LF WALL/FENCE - FIRST 101-0000-426000 $60.91 $60.91 6/2/15 R6629 5050 CHECK LANCTOT SKH 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $137.77 $137.77 TOTALS: PARENT PROJEL'i5 Printed: Friday, June 05, 20158:15:46 AM 2 of 2 SYSTC•M5. Bin # Cray of La Quinta 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 # Project Address: G Owner's NameU UL:- o a A. P. Number: q � n QM, Address:. 3 � C, I Q Legal Description: rZ City, ST, Zip: Contractor:Co /V ` n �/ vC ! l V Telephone: —�� > :Y:<::Y::;:>ri.>.?::>.>:.s ;>ao ?: •:> :.<.;.::;:;:•;::<>::;:;:.;:c.:.;.Y: Address: `'7 gd-36 t j A/O ,c Project Description: City, ST, Zip:LA l` G (Z S 3 ,— Telephone: '� Nn<>;...:.;�.;:;;:;:!:': ;::;. State Lie. # : • j < l-3 City Lie. ' r Arch., Engr., Designer. es Address: PTD, , V� F L ON City, ST, Zip: V ;Iv v17 assV1 xv:Kv!n::i!SihSM'.)iv}!�Jf:i:�! i:hf•:•vy Telephone: �— '� 3:: .:•:.:J <: < ::, ! <:Y:•: State Lic. #: Construction type: Occupancy: Project type (circle one): New Add'n ter Repair Demo Name of Contact Person: Sq. Ft: #Stories: # Units: Telephone # of Contact Person: Id- 7 6?96 Estimated Value of Proj �© 00 APPLICANT: DO.NOT WRITE BELOW THIS LINE N 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 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2o° Review, ready for corrections/issue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3d Review, ready for eorrectionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Tot wIL`~161 V CLI APR 2 8 2015 CITY OF LA Q0INTA COMMUNITY DEVELOPMENT February 23, 2015. Mr. and Mrs. Paul Montalbaiao Re: Lot 217 at 53387 Via Palacio Landscape & Halydscape Remodel Dear Mr, and Mrs. Montalbano: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed your request to modify the, landscape and hardscape at your home at their February 17, 2015 meeting. The requests listed. on the letter from GM Future Designs, dated January 27, 2015, were approved subject to the following comments being addressed: 1. The Association. Easement must be maintained and .watered by you as part of the landscape and entry remodel. 2. All hardscape material samples must be submitted for review and approval prior to installation in the field (example:. entry fountain). Please submit .your remodel review fee and remodel construction deposit to the 'Association office, if not already provided. In addition, please contact Sharron Badham with regard to the Association Easement responsibilities which will be transferred to you as part of this remodel approval. Sharron can be reached at 760-391-5072 Monday through Friday between the hours of " 8:00 a.m. and 5:00 p.m. Sincerely, - THE HIDEAWAYDESIGN REP7EWW COMMITTEE By: Title:Date: i' Pursuant to Cal. Ctvll Cale, any ?Vection by the DRC may be appealed to the Board of Directors for the Association. If you wish to pursue an appeal, please contact the Associat'ion's property manager directly. cc, QM Future Designs DRC File - inn a -- -. FOC DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) . =150. COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1 500 WIND = 80 MPH. EXPOSURE C SEISMIC: NA= 1.3, Nv=1.6. Z=0.4, SOIL PROFILE=SD FOOTING OPTION "A" "H,. HEIGHT FROM TOP OF FOOTING FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" — FOR REBAR SIZE AND SPACING (LOCATE REBAR IN CENTER OF CELLI I I E=1111 12° 10 REVERSE _ DIRECTION OF�� W" HOOK ON EVERY (FI DOTING WIDTH) OTHER REBAR SEE TABLE "A" HEIGHT FROM TOP OF FOOTING SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR IN CENTER OF CEI.J.) FINISH GRADE (1) - #4 REBAR (2) - #4 REBAR .... CONTINUOUS I�I) ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. s� oA DOTTOM F OF 5' MIN. FOOTING NOTES: 1) THIS DESIGN DOES 'NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. ....................... 2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE. OBSTRUCTED. 4) GROUT QNLYTHE CELLS CONTAINING REBAR. THIS WALL IS N.OT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM: 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. W„ (FOOTING WIDTH) SEE TABLE "B" Hl" „W., VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" ##4 @ 48" O.C. 6' 29" #4 @ 24" O.C. HEIGHT FROM TOP OF FOOTING SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE REBAR IN CENTER OF CEI.J.) FINISH GRADE (1) - #4 REBAR (2) - #4 REBAR .... CONTINUOUS I�I) ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. s� oA DOTTOM F OF 5' MIN. FOOTING NOTES: 1) THIS DESIGN DOES 'NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. ....................... 2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE. OBSTRUCTED. 4) GROUT QNLYTHE CELLS CONTAINING REBAR. THIS WALL IS N.OT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM: 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. W„ (FOOTING WIDTH) SEE TABLE "B" CHECK. WITH THE..BUILDiNG.. DEPARTMENT TO VERIFY.IF_A BUILDING.. PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED. 1) EOQTiNG; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE�qROUT; BOND BEAM REBAR AND VERTICAL REBAR IN-PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) EINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM a tut FREESTANDING BLOCK WALL SFV OF n16 PHONE (760) 777-7125 78-495 CALLG TAMPICO LA OUINTA, CALIFORNIA 92253 FAX (760) 777-701.1 1 to/9/201+ ICOMMUNrN DEVELOPMENT DEFT.1 NAGE I OF 2 .W„ VERTICAL REINFORCEMENT 3' 19" #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 347�_7 #4 @ 24" O.C. CHECK. WITH THE..BUILDiNG.. DEPARTMENT TO VERIFY.IF_A BUILDING.. PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED. 1) EOQTiNG; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE�qROUT; BOND BEAM REBAR AND VERTICAL REBAR IN-PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) EINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM a tut FREESTANDING BLOCK WALL SFV OF n16 PHONE (760) 777-7125 78-495 CALLG TAMPICO LA OUINTA, CALIFORNIA 92253 FAX (760) 777-701.1 1 to/9/201+ ICOMMUNrN DEVELOPMENT DEFT.1 NAGE I OF 2 2T` ILLUSTRATION -27" f., J ION • - BLOCK (12" X 12" OR 16".X 16") I rt SOLID GROUT MIN: 24" 6' (4) - # 4 REBAR REBAR MAX (ONE AT EACH CORNER) *OVERLAP ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. "MIN 24" REBAR OVERLAP W. GRADE BOTTOM 5' MIN. OF 4 FOOTING LIMITATIONS:. o FOOTING REBAR SHALL WHEN OTHER INFILL FENCING fax w pi'HAVE A miN. 6" LqNG 1. PILASTER SPACING SHALL NOT EXCEED 20 Fr. 20" HOOK AND A 14.4. IS ATTACHED. HED. tEt CONCRETE COVER OF 3 2. ONLY OPEN TYPE FENCING SUCH AS WROUGHT IRON) MAY BE ATTACHED TO PILASTERS. SOLID TYPE FENCING MAY fjQT BE ATTACHED TO PILASTER. 3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX. WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER. 4.THIS PILASTER DESIGN -IS INTENDED TO BE USED ONLY AS A FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED = CONSULT ZONING REGULATIONS BEFORE CHECK H BEGINNING CONSTRUCTION. TO VERIFY 6. INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING, FIXTURES WHEN A BUILDING PERMIT IS REQUIRED,I REQUIRE ELECTRICAL PERMITS AND INSPECTION. , 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: AND ENGINEERED FILL. 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL 8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD. IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM ITHE SURROUNDING THE EARTH/GIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 7. 2) REBAR/PRE_GROUT; VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT.%J Ct D "`111 3),E!,NA4; AFTER GROUT IS . PLACED -PRIOR . TO ANY DECORATIVE CAP PLACEMENT. MASONRY PILASTER DISCLAIMER.' ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS -STANDARD DESIGN ISPHONE (760) 777-7125•'78-495 CALLE TAMPICO � AT THE'USER'S RISK AND CARRIES. NO IMPLIED OR INFERRED (LA 60INTA, CALIFORNIA 92253 GUARANTEE AGAINST FAILURE OR DEFECTS.FAX (760) 77777011 10/9/2014 COMMUNITY DEVELOPMENT DEPT. PACE!) OF I TOP VIEW FOOTING BLOCK GROUT STEEL REBAR RE_ 'PLACEMENT ILLUSTRATION -27" f., J ION • - BLOCK (12" X 12" OR 16".X 16") I rt SOLID GROUT MIN: 24" 6' (4) - # 4 REBAR REBAR MAX (ONE AT EACH CORNER) *OVERLAP ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. "MIN 24" REBAR OVERLAP W. GRADE BOTTOM 5' MIN. OF 4 FOOTING LIMITATIONS:. o FOOTING REBAR SHALL WHEN OTHER INFILL FENCING fax w pi'HAVE A miN. 6" LqNG 1. PILASTER SPACING SHALL NOT EXCEED 20 Fr. 20" HOOK AND A 14.4. IS ATTACHED. HED. tEt CONCRETE COVER OF 3 2. ONLY OPEN TYPE FENCING SUCH AS WROUGHT IRON) MAY BE ATTACHED TO PILASTERS. SOLID TYPE FENCING MAY fjQT BE ATTACHED TO PILASTER. 3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX. WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER. 4.THIS PILASTER DESIGN -IS INTENDED TO BE USED ONLY AS A FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED = CONSULT ZONING REGULATIONS BEFORE CHECK H BEGINNING CONSTRUCTION. TO VERIFY 6. INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING, FIXTURES WHEN A BUILDING PERMIT IS REQUIRED,I REQUIRE ELECTRICAL PERMITS AND INSPECTION. , 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: AND ENGINEERED FILL. 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL 8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD. IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM ITHE SURROUNDING THE EARTH/GIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 7. 2) REBAR/PRE_GROUT; VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT.%J Ct D "`111 3),E!,NA4; AFTER GROUT IS . PLACED -PRIOR . TO ANY DECORATIVE CAP PLACEMENT. MASONRY PILASTER DISCLAIMER.' ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS -STANDARD DESIGN ISPHONE (760) 777-7125•'78-495 CALLE TAMPICO � AT THE'USER'S RISK AND CARRIES. NO IMPLIED OR INFERRED (LA 60INTA, CALIFORNIA 92253 GUARANTEE AGAINST FAILURE OR DEFECTS.FAX (760) 77777011 10/9/2014 COMMUNITY DEVELOPMENT DEPT. PACE!) OF I