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HomeMy WebLinkAboutBWFE2024-0019DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address APN: Legal Description Property Zoning: Valuation: BUILDING PERMIT eca Qa�&a CALIFORNIA Wall / Fence BWFE2024-0019 81910 FIORI DEL DESERTO DRIVE 764470007 Lot 13 MB 373/59 TR 30092 RL, 13 $41, 375.00 Owner Applicant: Contractor: PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 01/25/2024 ISSUED DATE: 02/06/2024 Larry Liebel 391 N. Main Street, Suite 205, Corona, CA 92878 Larry Liebel 391 N. Main Street, Suite 205, Corona, CA 92878 Larry Liebel / 487535 391 N. Main Street, Suite 205, Corona, CA 92878 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 2/6/24 6:58 pm Page 1 of 3 BUILDING PERMIT Permit Type: Wall / Fence Permit Number: BWFE2024-0019 Property Address: 81910 FIORI DEL DESERTO DRIVE 231 LF OF 6' GARDEN WALLS AT NORTH, EAST WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2022 CALIFORNIA BUILDING CODES. 7)nstruction Dot; Garden Wall Linear 331 Engineering Proto II (Attach Detail) Combination Retaining 0 F000tage Wall Linear Footage Total Block Wall LF 331 Other fence Linear 0 Number of 0 Footage Receptacle/Light(s) Zoning RL General Plan LDR City Limits Within La Quinta Limits Subdivision Name TR 30092 Lot Number 13 Lot Size 1621.05 Centerlines 92519 Legal Description Lot 13 MB 373/59 TR 30092 Type Group Sq Ft Value Invoice No. Fee Fee Amount Amount Paid INV-00004047 Technology Enhancement Fee $8.00 $8.00 Building Standards Administration $1.66 $1.66 Block Wall - First 100 LF $61.02 $61.02 Block Wall - First 100 LF PC $76.28 $76.28 Digital Archiving and Records Management Fee - OTC $12.00 $12.00 Block Wall - Each Additional 50 LF $91.55 $91.55 Credit Card Convenience Fee $6.26 $6.26 Total for Invoice INV-00004047 $256.77 $256.77 Grand Total for Permit $256.77 $256.77 Workflow Step / Action Name Action Type Start Date End Date Plan Check v.1 01/25/2024 0:00 01/29/2024 8:02 ---------------------------------------------------------------------------------------------------------------------------------------- Building Review (1 Day) v.1 Receive Submittal 01/25/2024 0:00 01/29/2024 8:02 Permit Issuance v.1 01/29/2024 8:02 02/06/2024 10:58 ---------------------------------------------------------------------------------------------------------------------------------------- Contractor / Owner -Builder Information v.1 Generic Action 01/29/2024 8:02 ---------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 01/29/2024 8:02 ---------------------------------------------------------------------------------------------------------------------------------------- Ready to Issue v.1 Generic Action 01/29/2024 8:02 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Fee Payment & Issue Permit v.1 Generic Action 02/06/2024 10:58 ---------------------------------------------------------------------------------------------------------------------------------------- Print, Attach, and Email Building Permit v.1 Create Report 02/06/2024 10:58 02/06/2024 10:58 Wall / Fence Inspections v.1 ---------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.1 Inspection Final Inspections v.1 ---------------------------------------------------------------------------------------------------------------------------------------- Final Wall / Fence v.1 Inspection Printed: 2/6/24 6:58 pm Page 2 of 3 BUILDING PERMIT Permit Type: Wall / Fence Permit Number: BWFE2024-0019 Property Address: 81910 FIORI DEL DESERTO DRIVE Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the buildinq official. Printed: 2/6/24 6:58 pm Page 3 of 3 LEGEND: PROPERTY LINE PUBLIC UTILITY EASEMENT -- RIGHT OF WAY (RW) - �IT TOE OF SLOPE TOE OF SLOPE SWALE - - o - SURFACE YARD DRAIN s SEWER w- WATER ❑❑❑❑❑❑ EXISTING 6' BLOCK WALL 0000000000 EXISTING 8' BLOCK WALL 6' ONE SIDE SPLIT FACE BLOCK WALL -0- 6' PRECISION BLOCK WALL 8' PRECISION BLOCK WALL 8' ONE SIDED SPLIT FACE MASONRY WALL EXISTING 16"X16" SPLIT FACE MASONRY BLOCK PILASTER 1 1 DOOR/GATE N AIR CONDITIONING PAD FIRE HYDRANT 0 STREET LIGHT ❑w WATER METER -� SEWER LATER NOTE: ALL LOCATIONS ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THIS EXHIBIT AND THE AS -BUILT CONDITIONS OF YOUR LOT AND RESIDENCE, THE AS -BUILT CONDITIONS WILL CONTROL. NOTE: PLOTS PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT SHOWN ON THIS PLAN. NOTE: DIMENSIONS SHOWN ARE TO BUILDING 1 /V) I FIORI DEL DESERTO DRIVE BWFE2024-0019 0 M FACE AND NOT ARCHITECTURAL POP -OUTS. 231 LF OF 6' GARDEN WALLS AT NORTH, EAST WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2022 CALIFORNIA FREE STANDING WALL BUILDING CODES. NOTE: GATES ARE 3 FT. FOR CALC PURPOSES WE REMOVE THIS 3 FT FROM THE DIMENSION 81 LF AT WEST PL, 100 LF AT REAR PL AND 104 LF AT EAST PL ALL OF 6' PRECISION BLOCK WALL AND 46 LF OF 6' SPLIT FACE BLOCK WALL WITH GATE AT THE SIDE YARD RETURNS (PROTO II SPECIFICATIONS). THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA BUILDING CODES. CITY OF LA Q U I N TA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE PIAZZA SERENA WALL EXHIBIT 81910 FIORI DEL DESERTO DRIVE LA QUINTA, CA 92253 TRACT 30092, LOT 13, PLAN 853C DECEMBER 2022 LOT AREA 12,300 SE SCALE 1 `30' 6w (6-0 TO 6-81 PROTO II - EXPOSURE C - TRENCH FOOTING w J 0 w x 0 N IY w CL x Q 3" MORTAR COVER AROUND COUPLER AND/OR POST TENSION ROD.—\ Q�6F EON p,T K /A/ q� cD S 4055 m w rn 05-14-20 * T sTRUCT��P���* \TFOF CP,0F / " CAP AND BLOCK PER SHEET C. STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL — SIZE PER SHEET C. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW. POST TENSION (PT) ROD SEE SHEET B FOR ROD SPECS - CENTER IN WALL. PROTO II FENCE WALL. SETBACK PER $1.1-A2„ FINISHED GRADE. #4 CONTINUOUS AT HOOK. 2 1 \ MAX CONTINUOUS CONCRETE TRENCH FOOTING. 5'-0" TO 8" DAYLIGHT MIN. CONT DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. SEE SHEET B, SHEET C, AND SHEET D PRIOR TO START OF CONSTRUCTION. 4. FOR INTERMEDIATE HEIGHTS NOT SHOWN ON SCHEDULES, USE THE NEXT HIGHEST WALL HEIGHT. FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. FENCE WALL SCHEDULE AT LEVEL SOIL 'H' MAX DESIGN WIND EXP MPH PT ROD SPACING 'D' MIN. 6'-0" C AT 110 5'-4" 2'-2" C AT 110 4'-0" NOTE: SEE SHEET S1.1—A2 FOR WALLS WITHIN 50" OF TOP OF SLOPE. PROTO II STANDARDS LA QUINTA, CA CARUSO g �"m PROTO-II TM WALL SYSTEMS TURLEY ���� WWW.PROT02.COM SCOTT < 3612 CALIFORNIA AVE LONG BEACH, CA 90807 INC. M^�a 0o na titi�y ATTN: MAR IO SALAZAR PH# (562) 477-8529 — msalozar@protoii.com www.ctsaz.com a »»» MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS 1 I 4�. 6'. AND 8' THICK POST -TENSIONED MASONRY WALLS no scale JOB NUMBER 19-0115-3150B TRACKING # DRAWN 17-115-2325 SAD DATE ENGR 5/7/2020 JAD PACKAGE SHEET S1.1 Al THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. GENERAL STRUCTURAL NOTES 3 BASIS FOR DESIGN REINFORCI SPECIAL INSPECTION 5 1. POST TENSION ROD 1. BUILDING CODE: CALIFORNIA BUILDING CODE 2022 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615. WELDABLE REINFORCING STEEL SHALL 1. IN ADDITION TO THE INSPECTIONS SPECIFIED IN CBC SECTION 110 THE OWNER SHALL EMPLOY ONE OR 2. NUT 2. SOIL PARAMETERS: CONFORM TO ASTM A706. REINFORCING SHALL BE GRATE 60. MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES / 3. DTI ACTIVE PRESSURE ................. 45 PCF SOIL WEIGHT ...................... 120 PCF 2. LATEST ACI DETAILING MANUAL, ACI 318 AND CRSI OF WORK LISTED IN THIS SECTION. O 4. BEARING TOP PLATE SOIL BEARING PRESSURE... .... ....1000 PSF PASSIVE PRESSURE ........... .....100 PCF MANUAL OF STANDARD PRACTICE APPLY TO REINFORCEMENT SPLICING, DETAILING, BENDING, AND 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, / 5. COLLAPSIBLE TABS FRICTION COEFFICIENT .. ... .... .... ..... 0.25 PLACEMENT. TO THE SATISFACTION OF THE BUILDING OFFICIAL, 6. MIN TENSION TO BE 6,000 LBS LOAD 3. SEISMIC DESIGN: 3. REFER TO TYPICAL WALL INTERSECTION DETAIL FOR FOR INSPECTION OF THE PARTICULAR TYPE PE CONSTRUCTION OR OPERATION REQUIRING SPECIAL PROTO-II AND CONFIRMED BY ONE OF TWO METHODS PER NOTES "B" AND °C" RIS SEISMICC TIMPORTANCE FACTOR, I ..... .... ....1 INTINFORCING ERSECTONS.EQUIREMENTS AT WALL AND FOOTING IOF PECTIO1704.2.1AND SHALL MEET THE REQUIREMENTS BELOW SITE CUSS ...................... .... ... D 7. AFTER TENSION INSPECTION, PLACE SS((0.2 SECOND)) .................. .... 1.756 4. 51(1.0 SECOND .... ... ... .... .... .... 0.678 REFER TO LAP SCHEDULE FOR MINIMUM O.C. SPACING, LAP SPLICE LENGTHS IN CONCRETE AND 3. THE SPECIAL INSPECTOR SHALL SATISFY THE REPORT REQUIREMENTS OF DEC SECTION 1704.2.4. 3 2 MORTAR MOUND OVER THE TOP OF ROD/PLATE/NUT LOCATION BLOCK SD SS ((SHORT PEERIODI... ... .... ........ 1.405 SD1(T-SECOND PER OD)...............1.153 MASONRY, AND HOOK LENGTHS. NO WELDING TRACK, SPOT ETC.) OF REINFORCING ALLOWED. STAGGER AND THE CONTRACTOR SATISFY THE REQUIREMENTS OF CBC SECTION 1704.4. 8. OPT CAP BLOCK SEISMIC DESIGN CATEGORY .............. D SPLICES A MINIMUM OF (1) LAP LENGTH. R, GROUND SUPPORTED FENCE ......... 1.25 4. IN ACCORDANCE W/ CBC SECTION 1705.4, 9. CONTINUOUS HORIZONTAL JOINT 5. 4. WIND DESIGN: ALL REINFORCEMENT SHALL BE BENT COLD. NO FIELD BENDING OF BARS IS ALLOWED UNLESS MASONRY CONSTRUCTION SHALL BE INSPECTED AND EVALUATED IN ACCORDANCE % THE REQUIREMENTS REINFORCING PER GSN WIND SPEED ...................... 110 MPH RISK CATEGORY. .... ... ... .... .... .... ....I APPROVED BY THE ENGINEER. OF THE SPECIAL INSPECTION TABLE, UNO PER PLAN OR DETAILS. 4 10. CENTER WEB OR END FACE SHELL BELOW EXTERIOR PRESSURE COEFFICIENT (6)..... 1.3 6. SUPPORT REINFORCEMENT ADEQUATELY TO SECURE 1 11. STEEL PLATE SIZES: WIND EXPOSURE .... ... ... .... .... .... ... .0 REINFORCEMENT AGAINST DISPLACEMENT DURING 5. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK A. 4" PLATE II: 1//4"x3°x6° CONCRETE PLACEMENT IN THE FOOTING AND GROUT FOR CONFORMANCE WITH THE CONTRACT B. 4" SLUMP PRO II: 1/4"x2-1/2"x6" 5. FOUNDATION DESIGN AND SOIL PARAMETERS PER MINIMUM RECOMMENDATIONS OF APPLICABLE PLACEMENT IN THE CMU. DOCUMENTS NOT THE SHOP DRAWINGS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE 6 C. 6° PROTO-II: 1//4°x4-1((2 i6 D. 6° SLUMP PR 1/4°x4°x6° BUILDING CODE. CLASS OF SOIL ON SITE IS 7. PROVIDE VERTICAL REINFORCING BARS, W/ HOOKS ATTENTION OF THE CONTRACTOR FOR CORRECTION. 1 /4"x6-117 E. B" PLATE CLASSIFIED AS CL, FAIL, ME OR CH. LOAD BEARING INFO FOOTING PER APPLICABLE DETAIL SECTION, IN CONTINUOUS OR PERIODIC SPECIAL INSPECTION IS Bl(4'.: TOO-11 STEEL PLATE TO B PLACED AT THE KEST VALUES ARE PER DEC TABLE 1806.2 GROUTED CELLS AT ALL WALL INTERSECTIONS, REQUIRED FOR THE FOLLOWING WORK: EDGE OF THE CELL SO THAT THE PLATE CORNERS, WALL ENDS, AND EACH SIDE OF CONTROL JOINTS. EXTEND ALL VERTICAL BEARS FULLY ON THREE SIDES GENERAL FM REINFORCING TO FOUNDATION EITHER CONTINUOUS LEVEL B QUALNY AND ASSURANCE PLAN g 12. DO NOT USE BONA BEAM BLOCK AT R WITHAS MASONRY DONT PERIODIC Y BEARING PLATE LOCATIONS 1. THESE DOCUMENTS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND SKILL NDICATEDSPERICIENT APPLICABLE DEFAILLAPMENTSSECTIONS. 7 ORDINARILY EXERCISED UNDER SIMILAR CONDITIONS 8. HORIZONTAL REINFORCING SHALL BE 9 GAGE 1. COMPLIANCE W/ REQ'D AM BY PROFESSIONAL CONSULTANTS PRACTICING IN THE DIAMETER WIRE AND CONFORM TO ASTM A82 INSPECTION PROVISIONS OF THE 4 11 A. PROTO-II DTI TO BE USED AT EACH SAME FIELD AT THE SAME TIME IN THE SAME OR LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT CONSTRUCTION DOCUMENTS AND ■ 12 TENSION ROD, TABS FACING UP AGAINST SIMILAR LOCALITY. THEY ASSUME THAT THE WORK OFPICTED WILL BE PERFORMED BY AN EXPERIENCED REINFORCING ONE FULL CROSS SQUARE (61 MINIMUM LAP). HORIZONTAL REINF SHALL BE APPROVED SUBMITTALS SHALL BE VERIFIED. 2. VERIFICATION OF F'M & FACC 9 BOTTOM OF 1/2 NUT AND TUBS COLLAPSED TO ACHIEVE TENSION (NO COLLAPSED TLOTEN CONTRACTOR ANDWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND INDUSTRY HOT -DIPPED GALVANIZED OR APPROVED EQUIVALENT. ( PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED ■ LIGHT PASSES BETWEEN OF NUT AND ACCEPTED STANDARD GOOD PRACTIC(E. AS NOT BY THE CODE. B. AS ALTERNATE TO VISUAL INSPECTION OF PLYTCONDITION ELEMTHESEENT ,TTHBE) 1 BEARINGGHT AD EIUNITS 3 MASONRY NUT UE MAY HOWNOON DRAWNGSOR CONSTANTRACTOR SHALL USE INDUSTRY ACCEPTED SSHALL CONFORMPRECISION CONCRETE MASONRYHOLLOW ONE STRENGTH TO ASTM C 90. MINIMUM COMPRESSHALL BEGIN FOLLOWINGTSHALL BE VERIFIED TO ENSURE BEBACHIIEVED BYNUSE OFCALBRATED RQUE WRENCH. TORQUE NUTS TO 55 TOLOCKS OXPUCITLLYY PRACTICE MISCELLANEOUS WORK �NOT RD GOOD BE 2000 PSI. ALL BIVE BEE, CMUSHALL TI DRIN RUNNING CONSTRUCTION, COMPLANCE; A PROPORTIONSSITE S. DTI MU REUST BE NCH METHOD. UNONO IBOND MORTAR ■ FORTILL EELGSN NEC ENGINEER SHALL NOT AT ANY TIME SUPERVISE, H IGHT SHALL BE 4" OR GREATER DIRECT OR HAVE CONTROL OVER CONTRACTOR'S WORK, NOR SHALL ENGINEER HAVE AUTHORITY OVER OR RESPONSIBILTY FOR THE MEANS, METHODS, 2. GROUT SHALL CONFORM TO ASTM C476. MINIMUM GROUT COMPRESSIVE STRENGTH EQUALS OR TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED OR USED BY EXCEEDS F'M BUT NOT LESS THAN 2000 PSI. HOLD DOWN GROUT 1-1 /2" BELOW TOP OF BLOCK AT CONTRACTOR, FOR SECURITY OR SAFETY AT THE GROUT LIFT JOINTS SITE NOR FOR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT TO CONTRACTOR'S WORK. 3. MORTAR SHALL CONFORM TO ASTM C270 & CBC 3. ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENTS BUILDING CODES OR BY THESE PLANS SHALL BE PROVIDED BY THE BUILDING DEPARTMENT OR BY AN APPROVED INDEPENDENT INSPECTION COMPANY. 4. ALTHOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON THE DRAWINGS, TYP DETAILS AND NOTES SHALL APPLY. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH REFERENCE SHALL BE THE LATEST EDTION OR ADDENDA. 6. RETAINING WALLS SHALL NOT BE SURCHARGED OR USED IN A STACKED CONFIGURATION, LINO ON PLANS/DETAILS. A NON-SURCHARGED/NON-STACKED CONFIGURATION EXISTS WHEN UPPER STRUCTURES ARE A MIN DISTANCE OF (1.5 "(MAX RETAINED HEIGHTI AWAY, MEASURED FR M BACK FACE OF RERAIN G WALL, UNLESS DEFINED OTHERWISE BY APPROVED GEOTECHNICAL REPORT. FOUN 1. SITE PREPARATION AND GRADING REQUIREMENTS FROM THE GEOTECHNICAL REPORT AND ANY ADDENDA ALONG W AM' TESTS, INSPECTIONS, FIELD RSERVATIO S, OR APPROVAL FROM THE GEOTECHNICAL ENGINEER RECOMMENDED BY THE GEOTECHNICAL REPORT SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. IF NO GEOTECHNICAL REPORT IS SUBMITTED, SITE PREPARATION AND GRADING SHALL BE PER CBC SECTION 1804. 2. WIN THE TIME OF CONSTRUCTION AND W/IN THE LI ETIME OF THE WALL, THE OWNER MUST ENSURE THAT ALL SUPPORT DRAINAGE IS DIRECTED AWAY FROM THE WALL SYSTEM. 3. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDES: FOOTING STEEL LOCATION AT GRADE, AND SIZE DEPTH AND CLEANLINESS OF FOUNDATION. ADD IONPL SPECIAL INSPECTION AS REQUIRED BY JURISDICTION. 4. FOOTING SHALL BE LEVEL STEP FOOTING, AS REQ'D, WHERE GROUND SLOPES. HEIGHT OF STEP SHALL BE EQUAL TO HEIGHT OF CMU COURSE. 1. MINIMUM �28(( DAY COMPALLRESSNE STRENGTH OF PSI H GHERRTSTIR NGTSH HREQ'D PER APPROVEDNLESS GEOTECHNICAL REPORT. CONCRETE MIX SHALL BE DESIGNED BY AN APP OVED LABORATORY. CONCRETE SHALL BE NORMAL WEIGHT OF 145 PCF USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. 2. MAXIMUM SLUMP SHALL BE 5 INCHES. WATER SHALL BE CLEAN AND POTABLE. 3. USE TYPE V PORTLAND CEMENT, AS REQ'D BY OWNER, JURISDICTION, OR SOILS ENGINEER, CONFORMING TO ASTM C150 4. A MAXIMUM OF 90 MINUTES MAY ELAPSE BETWEEN CON CREEP AND/OR GROUT PATCHING AND FIELD PLACEMENT. 5. CONCREFE QUALITY, MIXING, WEATHER PROTECTION AND PLACING SHALL CONFORM TO CBC SECTION 1905. RAW 1. BAG FILLL MATERIAL AND PLACEMENT SHALL BE IN ACCORDANCE W/ RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER OR DEC SECTION 1804 IF GEOTECHNIGAL REPORT NOT SUBMITTED. 2. BACKFILL SHALL NOT BE PLACED AGAINST WALLS BELOW GRADE OR ATOP FOUNDATIONS UNTIL GROUT AND CONCRETE HAVE REACHED DESIGN STRENGTH. 3. RETAINING WALL SYSTEM IS NOT DESIGNED TO WITHSTAND HYDROSTATIC PRESSURE. DRAINAGE SYSTEM SHALL BE PROVIDED TO PREVENT BUILD UP OF HYDROSTATIC PRESSURE. IN ADDITION, DRAINAGE SYSTEM SHALL NOT ADVERSELY AFFECT THE INTEGRITY OF THE RETAINING SYSTEM. I off. Todd Maj.-I ;0»°"^•,'v 2103, TYPE S, 2000 PSI MIN. MORTAR MUST BE A MIN OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING 4. NEF AREA COMPRESSIVE STRENGTH OF MASONRY SHALL BE (F'M) 2000 PSI MIN, PER THE UNIT STRENGTH MMETHOD. 5. THICKNESS OF BED JOINTS SHALL NOT EXCEED 5/8° 6. GROUT SOLD ALL REBAR REINFORCED CELLS AND ALL CELLS BELOW GRADE UNO. 7. MASONRY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO PREPARATION, ERECTION, REINFORCEMENT INSTALLATION AND GROUT PLACEMENT SHALL COMPLY WITH CBC SECTION 2104 AND W/ TMS402/602-16. 8. DAMPPROOF ALL CMU IN CONTACT W SOIL PER CBC SECTION 1805. / 9. TONGUE & GROOVE CMU MAY BE USED AT FENCE WALLS. 10. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX 36'-0° O.C. IN ALL NON -STUCCOED WALLS AND 20'-0° O.C. IN STUCCOED WALLS W/ CLEAN VERTICAL BREAK OF ALL MATERIALS. 11. SLUMP STONE CMU MAY BE USED IN LIEU OF PRECISION CMU PROVIDED IT CONFORMS TO REQUIREMENTS LISTED IN THIS SECTION. 11 1. PRONTO 11 HARDWARE IS DEFINED AS: TENSION RODS, GRADE B, PER ASTM A325. 172 ALL THREADS PER ASTM A307, GRADE 60. DTI I$ MFR'D ASTM F959. PLASTIC REPAIR SADDLES ARE NON-STRUCTURAL 2. PROVIDE CONT FULL HEIGHT RODS W/ MIN OF 3" L" HOOK W 1 2" NUT AT END OF TENSION ROD INTO FOOTIN P R APPLICABLE DETAIL SECTION AND AT CONTROL JOINTS PER TYP DETAIL AT CONTRACTORS OPTION RODS MAY BE STABBED INTO WE[ CONCRETE OR TIED INTO PLACE. 3. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1 2" COUPLERS AND STRAIGHT RODS TEREA ED BOTH ENDS FOR ADDITIONAL UFTS. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT W/ THE BLARING PLATE. NO BOND BEAM BLOCK MAY E USED AT PLATE/TENSION LOCATION. INSPECTION. 5. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX 36'-0° O.C. IN ALL NON -STUCCOED WALLS AND 20'-0° O.C. IN STUCCOED WALLS W/ CLEAN VERTICAL BREAK OF ALL MATERIALS. 6. CONCRETE AT FOOTING SHALL BE A MIN OF 48 HOURS OLD, CMU BLOCK SHALL BE A MIN OF 7 DAYS OLD, & MORTAR SHALL BE A MIN OF 24 HRS OLD PRIOR TO FINAL TENSIONING. B. CONSTRUCTION OF MORTAR JOINTS C. LOCATION OF REINFORCEMENT AND CONNECTORS D. GRADE AND SIZE OF PRESTRESSING TENDONS & ANCHORAGES 4. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: A SIZE AND LOCATION OF STRUCTURAL ELEMENTS B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT D. WELDING OF REINFORCING ■ BARS E. PROTECTION OF MASONRY OUR ING EXTREME WEATHER (.E, TEMPERATURES BELOW h0 'F OR ABOVE 90'F F. APPLICATION & M. EL" ■ G. PLACEMENT PRESTRESSING GRFORCE ■ H. ROD COUPLER INSTALLATION ■ 5. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A GROUT SPACE IS CLEAN B. PLACEMENT OF REINFORCING AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGE C. PROPORTIONS OF SITE -PREPARED GROUT D. CONSTRUCTION OF MORTAR JOINTS ■ X C. DEPUTY INSPECTOR SHALL PERFORM A ■ 11 _ 10 VISUAL INSPECTION TO CONFIRM THE DTI S COLLAPSED W/ NO LIGHT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT ■ D. INSTALLER MUST HAVE SPECIAL ION TENSIONING PERFORMED PERFORMED BY BY ONE OF THE TWO METHODS NOTED ABOVE. SPECIAL CY731dN- INSPECTOR TO PROVIDE IE COMPLETED ■ REPORT TO LISTED PARTIES A TYPICAL TOP OF PROTO II WALL ■ TYP NO SCALE ACI AMERICAN CONCRETE INSTITUTE ABC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ALT ALTERNATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL DEC CALIFORNIA BUILDING CODE CL CENTERUNE OLD CMU CLEAR CONCRETE MASONRY UNIT GONG CONCRETE CONT CONTINUOUS DIA OR 0 DQ DIAMETER DIRECT TENSION INDICATOR UAL EW EACH WAY FT PTO FOOT FOOTING GSN GENERAL STRUCTURAL NOTES ININTERNATIONAL CODE COUNCIL NFO LBS INFORMATION POUNDS MFR MANUFACTURER MAX MAXIMUM MIN MISC MNIMUM MISCELLANEOUS TUTS NOT TO SCALE O.C. ON -CENTER PLF PST POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH NOTED OTHERWISE CONCRETE11 . , 111 90-DECREE HOOK STRAICHT Q 1 1�MIN SFINISHED BEND DIA FOR ALL REINFORCING EXCEPT STIRRUPS AND TIES PER THE FOLLOWING: 6'd" FOR 8 AND SMALLER 8°d° FOR 9 THRU #11 12"d" FOR #14 AND #18 2. 6ND SLLER 2da FOCR##6ATHR000H #8 3. MIN FINISHED BEND DIA FOR STIRRUPS AND TIES ONLY 4°d' FOR 5 AND SMALLER 6.d" FOR 6 THRU #8 1A 7'=BAR DIA B. ALL REINF SHALL BE BENT COLD UNO ON PLANS OR DETAILS C. REINF PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNO ON PLANS OR DETAILS >� d2 S■■IP RFyI TE 110016 TYO OFFSET OIR 4d 2 1/2" MIN ALL 01FIFR REINFORCNG /E1 TYPICAL BEND IN REINF l)? NO SCALE 1. STRAIGHT EXTENSION LENGTH ONLY, DOES NOT INCLUDE LENGTH OF BAR AT 90-DEGREE BEND 2. TOP BARS ARE TRANSVERSE TOP BARS SO PLACED THAT 12" OR MORE OF FRESH CONC ELL IS CAST IN MEMBER BELOW SPLICE 3. MECHANICAL SPLICE COUPLER PER GSN REQUIRED S A. CONCRETE LAP LENGTHS BASED ON ACI 318-19, SECTION 25.4.2.4 WITH CLASS B LAP Sp TOP PER 25.5.2.1 FOR NORMAL WEIGHT CONCRETE AND UNCOATED BARS B. MASONRY LAP LENGTHS PER 2022 CBC SECTION 2107 & 2108 C. LAP LENGTHS BASED OFF OF ALLOWABLE STRESS OF B TYPICAL CONVENTIONAL REINFORCING LAP SCHEDULE REINFORCING of FY-60 KSI NO SCALE Jil„nlx PT ROD 1JOINT 1 1• 11 I 1 l a 1 CCURS ,,I '' ^ .,I EACH PT SPACING © 2. © DE JOINT I OK EMBEDDED.MIN1 FOCTNG. SOU GROUT RENE CELL W ' LIT,. . HIGH i. ,.N I> '• MIKE! TARRNIFIFS FT ROD1 1 •„ A. VE TICAL EXPANSIONJOINTS SPACING MAX MAX SPACING AT SPA ING PER GSN BE USED AT CONTRACTOR'S OPTION, UNG C. 1• 1 NOT RUN CONTTHROUGH JOINT 11' PLAN - TYPICAL PROTO 11 CONTROL JOINT p NO SCALE .EYN l� L © p y9 1, FULL HEIGHT VERTICAL LW EXPANSIONJOINT ....% L REINED DING To AND MATCH. CENTER IN PILASTER BLOCK REINFORCING3. TYPCAL WALL Mffi EACH SIDE OF JOINT .!u> A. LOCATE VERTCAL EXPANSION RUNT SPACING N RUNE SPACING B. �y :TYPE 2- MAY CONTRACTOR'S OPTION 1 I• 1 I 1 INT JOINT UN THIRD IIi D PLAN-TYP CONVENTIONAL CMU WALL CONTROL JOINT TYP NO SCALE 1. STEP IN FOOTING ELEVATION PER PLAN 2. WIDTH EQUAL TO FOOTING THICKNESS OR 18°, WHICHEVER IS GREATER 3. SLOPE REINFORCING AT STEP TO MATCH AND LAP W/ LONGTUDINAL BARS F TYPICAL STEP IN FOOTING lYP NO SCALE KEtw1. OR 6" CMU 2. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING 3. VERT FFG REINF PER SCHEDULE W7 STD HOOK IN CENTER OF TRENCH FTC. ROTATE REINF TO MAINTAIN 3" CLR ALL AROUND 4. CONT REINF PER SCHEDULE. MIN 0 CONT BPR AT PT ROD, AS OWN. BARS SHALL BE SPACED AT 18" O.C. MAX 5. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0' O.C. THEREAFTER UNTIL THE TOP OF FOOTING IS REACHED 6. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 7. 3" MORTAR COVER AROUND COUPLER ANMOR POST TENSIONED R D AT FIRST COURSE HM A REFER TO GSN AND TYPICAL DEFAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, LINO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, TO WIDTH 3/4 MAX T PROTO-II 6" CMU FENCE W1 CONT TRENCH FTG NO SCALE CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE By: J.ANAYA DATE 01112/20-93 KEYNDO MAX 4" PROTO-II 6° PROTO-II 1. 4" OR 6° CMU WALL POST HEIGHT ROD TENSION SPACING POST TENSION ROD SPACING p RETAINING WALL BY OTHERS DESIGNED FOR By WALL 5-4" 4'-0° O.C. 7'-4° O.C. HEIGHT ABOVE PER SCHEDULE 3. POST TENSION ROD W/ SPACING 6'-0" 2'-8" O.C. 6'-0" O.C. PER SCHEDULE W/ 1 ' MIN 2'-0' O.C. 4'-8° O.C. EMBEDMENT INTO SOLID GROUTED CELLS 4. 1/4ex1°x2° EMBED PLATE W/ 1/2 NUT ABOVE PLATE ANO (1 /2° COUPLER BELOW PLATE (OR ° ERODED �1 .. E22�D OFPOST �ENSION 5. COUPLER IF PARTIAL HEIGHT ROD S USED IN LIEU OF FULL HEIGHT ROD 6. HORIZONTAL JOINT REINFORCING w 6 - 3 PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-a" O.C. THEREAFTER 3 y UNTIL THE TOP OF RETAINING WALL IS REACHED a EO ED 7. 3" MORTAR COVER AROUND 5 COUPLER AND/OR POST UAL AT FIRST COURSE 7 e (IENSy$ION(EO 6. VdAIL3 BEMP ED BETWEENONT BARS. T ROD BARS - T i�tT6 2 - A. REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN 4 BUT NOT NOTED �PROTO II FENCE WALL ATOP CMU RETAINING WALL FENCE WALL ATOP CMU RETAINING WALL NO SCALE E-01m , immiliel, ®111=111111=111111® : 1' I 1• 1 1 1. 1 :1 1 •I "fflrmo M t 5'-0"MIN 9° MIN CONT TO DAYLIGHT FTG �1NEE17* d m N > c� J N ° �DO1 Z w �1S10'31!*� KE1G141ES N41ES 1. POST TENSION ROD. REFER TO A. REFER i0 GSN AND TYPICAL SCHEDULE FOR SPACING. DETAILS FOR ADDITIONAL GROUT ROD CELL SOLID REQUIREMENTS AND ITEMS 2. VERT FTG REINF PER SCHEDULE SHOWN BUT NOT NOTED W STD HOOK IN CENTER OF B. WALL SHALL NOT BE USED AS A T ENCH FTC. ROTATE REINF TO MAINTAIN 3" CFR ALL AROUND FLOOD WALL OR OTHERWISE SURCHARGED, UNO J 3. (C(0))NT REINF PER SCHEDULE. MIN C. PLACE FIRST BLOCK INFO WET J $ihIOWN. BARS SHAONT BAR AT LL B SPT ROD, A ED RECESS 1/2" MIN, CONIC4"MAX AT 18" O.C. MAX ����flll m 4. HORIZONTAL JOINT REINFORCING U Q PER GSN. PLACE IN FIRST TWO N U JOINTS BELOW PLATE WASHER AND 0'-8" O.C. THEREAFTER w N UNTIL THE TOP OF FOOTING ISREAD N F C) 5. TOP OF LEVEL NATURAL GRADE Z Z OR COMPACTED SUBGRADE J cy CL 6. GLASS WALL OR WROUGHT IRON FENCE AND SLEEVE BY OTHERS 1W1, Q I..L CL J 7. GLASS WALL OR WROUGHT IRON F ILL. FENCE SUPPORT POST BY U U OTHERS. EMBED POST SLEEVE 1 -_ FULL HEIGHT OF WALL. GROUT O POST CELL SOLID. POST TO BEAR ON FOOTING U >- _ L H- U r/�/ A. 14 VERT REINF AT 2'-0" O.C. CL AX MAY BE USED ILO PT ROD. LL GROUT REINF CELL SOLID. EXTEND REINF CONT TO LOT OF ^ L.L PTO IIIIIIY,II�{I�II1�1�II�IIIII'��IIIIIIYI,I�IIIIII III'�I1�11111�1111��111•� . 1 1 IIIIII� �� IIIIII�I�IIIII�IIIIIIII��III•� . 1 1 IIIIII� ®®IIIII�®�III•� • I 1 IIIIII� 2 MIN �1 I- 5'-0" MIN 3 5'-0" MIN coNR aaa111 To DAnIC`� HT __CONT To DAYLIGHT PLC WIDTH FTC WIDTH AT PPDTO-II ROD AT PEHM FF1fF 4 PROTO-II & CONVENTIONAL 6" CMU FENCE WALL W CONT TRENCH FTG NO SCALE ApproE 01 /10/2023 12:E 1. REBAR REINF. REFER TO SCHEDULE FOR SPACING EXTEND REINF CONT FROM LOT OF FOOTING TO TOP OF CONVENTIONAL CMU, AS SHOWN 2. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING. EXTEND ROD TO EMBED INTO FOOTING AS SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CONVENTIONAL REINF W/IN CONVENTIONAL CMU HEIGHT 3. CONT REINF PER SCHEDULE. MIN UCONT BAR AT PT ROD, As $MOWN. BARS SHALL BE SPACED AT 18" O.C. MAX 4. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0' O.C. THEREAFTER UNTIL THE TOP OF CONVENTIONAL CMU IS REACHED 5. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 6. 3 CONT IN 8° MIN SOLID ROUTED BOND BEAM 7. 3" MORTAR COVER AROUND POST TENSIONED ROD AT FIRST COURSE iMo A. REFER TO GSN AND TYPICAL UEFAILS FOR ADDITIONAL IRE REQUMENTS AND FILMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2° MIN, 3/4° MAX (cco E L I �O O p Q Q W N -0 z m p a a E i a Z < CHECKED: TEM DRAWN: CAD DATE: 12-21-22 PROJ No.: PR23STD-QUINTA SHEET: S0.1 mmmmmmmo TRENCH DEPTH AT TOP OF 2:1 SLOPE TRENCH DEPTH AT TOP OF 2:1 SLOPE 1. REBAR REINF. REFER TO SCHEDULE FOR SPACING. EXTEND SETBACK - FACE ADDED DEPTH TO REINF CONT FROM BUT OF FOOTING TO TOP OF OF FTC TO TOP OF ROT OF CONT CONVENTIONAL CMU, fS SHOWN SLOPE TRENCH FTG 2 POST TENSION ROD. REFER TO 5'-0" MIN 0'-O° SCHEDULE FOR SPACING. EXTEND ROD TO EMBED INTO FOOTING AS 0'-3" MIN 2'-0° SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CONVENTIONAL REINF W/IN CONVENTIONAL CMU HEIGHT 3. CONT REINF PER SCHEDULE. MIN !1T COM BAR AT PT ROD, AS OWN. OARS SHALL BE SPACED AT 18° O.C. MAX 4. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0" O.C. THEREAFTER UNTIL THE TOP OF CONVENTIONAL CMU IS REACHED 5. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 6. 4 CONT IN 8" MIN SOLID ROUTED BOND BEAM 7. 3" MORTAR COVER AROUND POST EU TENSIONED ROD AT FIRST COURSE SETBACK iM EQ 5 A. REFER TO CSN AND TYPICAL 3 EFTA LS FOR ADDHIONAL 2 MIN IHI �1 REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A I� ITT FLOOD WALL OR OTHERWISE iI SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, _ 3/4' MAX FrG WIDTH FC WIDTH AT PROr0-II ROD AT REBAR RONF 5 PROTO-II & CONVENTIONAL 8" CMU FENCE aLLV CONT TRENCH FTG NO SCALE o 4 2 EQ EQ zU LEVEL SETBACK Q EQ B o-1 LEVEL I walm 1�REBAR REINF. REFER TO 5. ` TOP OF LEVEL NATURAL GRADE SCHEDULE FOR SPACING. EXTEND OR COMPACTED SUBGRADE REINF CONT FROM LOT OF FOOTING TO TOP OF 6. #3 CONT IN 8" MIN SOLID CONVENTIONAL CMU, AS SHOWN GROUTED BOND BEAM 2. POST TENSION ROD. REFER TO 7. 3" MORTAR COVER AROUND POST SCHEDULE FOR SPACING. EXTEND TENSIONED ROD AT FIRST ROD TO EMBED INTO FOOTING AS SHOWN. RODS NOT TO OCCUR IN COURSE ABOVE GRADE WHERE MAX RETAINED SOIL HEIGHT IS SAME CELL AS CONVENTIONAL SAME HEIGHT AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CMU CONVENTIONAL REINF W/IN CONVENTIONAL CMU HE CHIT B. REFER TO APPROVED 3. CONT REINF PER SCHEDULE. MIN GEOTECHNIGAL REPORT FOR WATER PROOFING DRAINAGE OCONT BAR AT PT ROD, AS SHOWN. BARS SHALL BE SPACED REQUIREMENTS A BACK FACE OF WALL IN ADDHION,PROVIDE 2' AT 18. O.C. MAX DIA HOLE AT 6'-0' O.C. FOR 4. HORIZONTAL JOINT REINFORCING WEEPERS OR PROVDE APPROVED ALTERNATE DRAINAGE SYSTEM BY PER GSN. PLACE IN FIRST TWO OTHERS JOINTS BELOW PLATE WASHER AND 2'-0" O.C. THEREAFTER 9. BACKFILL AND SUBGRADE PER UNTIL THE TOP OF CONVENTIONAL GSN CMU IS REACHED A. REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND HEMS SHOWN BUT NOT NOTED B. RETAINING WALL SHALL NOT BE 4 SURCHARGED OR USED IN A STACKED CONFIGURATION, EXCEPT AS NOTED. FENCE WALL SHALL NOT BE FLOOD SURCHARGED, C. EXCEPT AS NOTED PLACE FIRST BLOCK INTO WET CONIC TO RECESS 1/2" MIN, 6 3/4° MAX LEVEL M In 5'-0" MIN In 5'-0" MIN 8" MIN CONT TO DAYLIGHT 8" MIN CONT TO DAYLIGHT FrG FTG AT PRM-II ROD AT RFHMt REINF 6 6" CMU RETAINERS W PROTO-II FENCE ATOP NO SCALE KEYHOLES rpN111 Am 4. PROVIDE 44 HORIZ AT i6" O.C. 8. PROVIDE VERTICAL EXPANSION A. REFER TO GEN AND TYPICAL EACH WA , AT TOP OF FOOTING JOINTS IN FENCE WALLS PER GSN DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS 5. EDGE OF PILASTER FOOTING 9. NON-STRUCTURAL DECORATIVE CAP/RAISED PATTERN AS OCCURS SHOWN BUT NOT NOTED 6. 3 CLOSED TIES AT TOP AND AT 8° O.C. MAX. PROVDE 2" MIN PER ARCH. WEIGHT NOT TO EXCEED 100 LES B. WET SET 1st COURSE INTO FTG ° MIN GROUT COVER ALL AROUND 7. CMU FENCE WALL, PER 10. PROVIDE VERT DOWEL IN CELL ADJACENT TO PILASTER PER VERT APPLICABLE WALL SECTION REINFORCING REQUIREMENTS OF DETAIL, AS OCCURS APPLICABLE WALL SECTION DETAIL 11. STONE VENEER AND ATTACHMENT BY OTHERS (8 PSF MAX) 7 8" CMU PILASTER NO SCALE IIIIIY�IIIIl'�®IIIIIII�� II�IIII�®IIIIIII�� IIIII� � I IIIIIII�IIIIIII�� : � IIIII'�IIII•IIIII,IIIIIII�� lam' rM PILASTER PLAN MEW CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODECOMPLIANCE - J.ANAYA DATE: 01112/20-93 �1NEEI7* d m N p > J > c� ✓ $ £� w ° �001 Z w1S10'31!* Approv w 01/10/202312:5540M J 8.� Q (n > m r H KUvP> 0 co Q mo a E_ a CHECKED: TEM DRAWN: CAD DATE: 12-21-22 PROJ No.: PR23STD-QUINTA SHEET: SO.2