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BWFE2022-0065DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Wall / Fence BWFE2022-0065 80411 OLD RANCH TRL SOUTH 762440016 $15,080.00 Declaration / Acknowledgement BUILDING PERMIT Ottigta CALIFORNIA PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 02/23/2022 ISSUED DATE: 04/08/2022 Owner: TOLL LAND XXII LTD PARTNERSH 50400 JEFFERSON ST, LA QUINTA, CA 92253 Applicant: Juan L Rivero 725 West Town & Country Road Suite 200, Orange, CA 92868 Contractor: Juan L Rivero 725 West Town & Country Road Suite 200, Orange, CA 92868 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.Ieg info.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 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: 8/29/24 5:32 pm Page 1 of 4 BUILDING PERMIT Permit Type: Permit Number: Property Address: Wall / Fence BWFE2022-0065 80411 OLD RANCH TRL SOUTH application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Printed: 8/29/24 5:32 pm Page 2 of 4 BUILDING PERMIT Permit Type: Wall / Fence Permit Number: BWFE2022-0065 Property Address: 80411 OLD RANCH TRL SOUTH Use of Permit TOLL BROS/260LF OF 6' GARDEN WALL AT P/L *** TOLL BROS/260LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY LINES. [ ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 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. Construction Details Garden Wall Linear F000tage 0 Total Block Wall LF 0 Other fence Linear 0 Footage Valuation Details Financial Information Invoice No. PERMIT-BWFE2022-00E 5 Fee WALL/FENCE - FIRST 100LF TECHNOLOGY ENHANCEMENT FEE WALL/FENCE - EA ADDITIONAL 50LF RECORDS MANAGEMENT FEE WALL/FENCE - FIRST 100LF PC BSAS SB1473 FEE Total for Invoice PERMIT-BWFE2022-0065 Fee Amount Amount Paid $55.58 $55.58 $5.00 $5.00 $66.68 $66.68 $11.00 $11.00 $69.47 $69.47 $1.00 $1.00 $208.73 $208.73 Grand Total for Permit $208.73 $208.73 Workflow / Inspections Workflow Step / Action Name Inspections v.1 BOND BEAM v.1 FOOTINGS v.1 Action Type Inspection Inspection Wall / Fence Inspections v.1 Bond Beam v.1 Footing v.1 Rough Electrical v.1 Underground Electrical v.1 .................................................................................................... Underground Plumbing v.1 Inspection Inspection Inspection Inspection Inspection Start Date End Date 02/23/2022 0:00 08/19/2023 1:57 Final Inspections v.1 Final Wall / Fence v.1 Inspection 01/31/2024 0:00 02/01/2024 12:03 01/31/2024 0:00 02/01/2024 12:03 Printed: 8/29/24 5:32 pm Page 3 of 4 BUILDING PERMIT Permit Type: Permit Number: Property Address: Wall / Fence BWFE2022-0065 80411 OLD RANCH TRL SOUTH Inspections 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. Certificate of Occupancy 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. Service Utilities 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 building official. Printed: 8/29/24 5:32 pm Page 4 of 4 APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE Dig P AIert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG D TC (466.14) C E- T G -T 1 TN A rn T 467.90 FL -GB T T TW (474.50)/ TF (466.30) TC 466.14 TC (466.30) T E C TC (466. -T E 467.92 468.28 JOIN EX. 468.09 w I I w - 14+00 OLD RANCH TOG 66 ,)NV 465.07 L=20 S=2.00% TC (466.57) w/ TC (466.45) 85.00' �467.92 JOIN EX. EX. STRIPING / (PROTECT IN PLACE) EX. WHEEL STOPS (PROTECT IN PLACE) LOT 36 EXISTING L=85' TEMPORARY PARKING S=1.54% PE 468.3 TOG 466.57 INV 465.07 467.92 FS 467.72 FS-GB TOG 467.50 INV 465.47 ti 01 eeee o0o40vooaovo00;:oo:o:e"- e°o vavoee eeeeeeeeeeeeee �:eleer�.e _._ ae. e 468.4_3_7" F- 468.53 468.53 FS FS ADA PATH OF TRAVEL SALES TRAILER 468.30 < 0.5% 85.01' EX. BLOCK -/ WALL w- 14+00 LD RANCH TRAIL SOUTH TC (466.45) 468.13 FS-GB 467.94 FL �0.5% . � *. ;4T 74,AEW 468.14 TW 474. TF 465.70 t- -w- L EX. BLOCK WALL EX. STRIPING (PROTECT IN PLACE) EX. WHEEL STOPS - (PROTECT IN PLACE) LOT 36 EXISTING TEMPORARY PARKING PE 468.3 85.01' G- TEMPORARY PARKING DEMO w II TRAIL SOUTH 131L00 TC 466.58 TOG 466.80 INV 465.47 1\0 oo 467.83 4 FS 467.50 FL -GB GF 468.30 467.54 FL TW 474.50 TF 467.17 GF 468.47 FS 468.30 .79 67.17 468.80) FS -1� ---- L=13' S=4.1 TOG TC 46..56 TOG 466.33 66.70 T INV 65.37 FS 468.62 FS 468.12 6" STEP J GF TW 474. TF 467.1 467. • 468.80 FS LOT 35 PLAN 2 LARREA SANTA BARBARA FF 468.97 PE 468.3 \468.00 FL -HP 85.51' EX. BLOCK WALL 467.76 TOG .6.19 INV 464.69 6T1 FS F 466.50 468.20 FS 468.03 467.70 FL -HP TW 474.50 FS 468.50 TC 6.01 TC 65.82 FG 468.0 FS 468.00 TF 467.17 6" STEP L=82' S=1.68% TOG 467.40 INV 466.07 467.47 474.50 467.17 0.5% NOTE ADA ACCESS IS TO SALES TRAILER ONLY. TOLL BROTHERS TO PROVIDE NON -DISCRETIONARY ADA ACCESS AS NEEDED ELSEWHERE. CONSTRUCTION NOTES 10 11 12 13 14 15 16 © Copyright 2021 MSA Consulting, Inc. All Rights Reserved CONSTRUCT 4" THICK P.C.C. DRIVEWAY 467.66 468.60 LOT 34 PLAN 3 JUBILEE TUSCAN FF 468.67 PE 468.0 < > -� 0 \467.70 FL -HP 86.71' EX. BLOCK WALL /// 24.58' GF 468.20 FS 468.03 468.0 FG TW (474.00)/ TF (464.40) CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK CONSTRUCT GARDEN BLOCK WALL PER SEPARATE PERMIT (SEE LANDSCAPE PLAN FOR BLOCK COLOR AND TYPE) CONSTRUCT COMBINATION GARDEN / RETAINING BLOCK WALL PER SEPARATE PERMIT (SEE LANDSCAPE PLAN FOR BLOCK COLOR AND TYPE) PROVIDE OUTLET FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 1 INSTALL 4" SDR 35 PVC DRAIN PIPE AND FITTINGS AS NEEDED INSTALL 4" AREA DRAIN PER DETAIL ON SHEET NO. 1 INSTALL 9" BUBBLER BOX PER DETAIL ON SHEET NO. 1 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PROVIDE ACCESSIBLE PARKING SYMBOL, STRIPING AND SIGNS PER C.B.C. (2019 EDITION) AND DETAIL ON SHEET NO. 2 INSTALL ADA PARKING SIGN PER DETAIL ON SHEET NO. 2 CONSTRUCT 4" THICK DECORATIVE DRIVEWAY (SEE LANDSCAPE PLAN FOR COLOR, FINISH, TYPE AND SPECIFICATIONS) CONSTRUCT 4" THICK DECORATIVE WALKWAY COLOR, FINISH, TYPE AND SPECIFICATIONS) INSTALL 3' WIDE TRUNCATED DOMES ONLINE EDITION) SECTION 1 1 B-705 AND FIGURE 1 SHEET NO. 2 INSTALL DUMOR, INC. SURFACE MOUNTED APPROVED EQUAL) AT 4.5' 0.C. (SEE LANDSCAPE PLAN FOR PATTERN) PER CBC (2019 1B-705.1, PER DETAIL ON REMOVABLE BOLLARD (OR 0' 20' G 467.00 FL -GB 467.10 FL TW 474.00 FG 467.3 TF 466.67 TW 474.00 TF 466.67 Fvc 40' 60' 80' SCALE 1 "=20' A 10/19/2021 AJ ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA DATE BWFE2022-0065 CITYOF LAQUNTA BU LD N G D VI 9 ON REVI EYED FOR COCE CORM AV CE BY: J.ANAYA DE: 03/17/2022 TOLL BROS/260LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY LINES. [ ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 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. ati/t. sf. j--1,17-y- 10/21/2021 CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA DATE i NO. REVISIONS APPROVED DATE MSA CONSULTING, INC > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com BENCH T.B.M. NO. 1 ELEV. 472.91 MARK LOCATION 0-NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM AERIAL SURVEY PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE JULIAN A. DE LA TORRE, PE R.C.E. 43880 EXPIRES 6/30/23 R.C.E. NO. 43880 DATE 10-19-21 DESIGNED BY SMS DRAWN BY SMS CHECKED BY JAB APPROVED BY CITY OF LA QUINTA BRYAN MCKINNEY, PE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/22 10/19/21 DATE CITY OF LA QUINTA, CALIFORNIA TRACT NO. 30834 - STONE CREEK RANCH PRECISE GRADING PLAN MODELS LOTS 34 AND 35 PORTION OF SE 1/4 OF SW 1/4 OF SEC. 21, T 6S, R 7W, S.B.B.M. SHEET 2 OF 3 SHEETS R:\2163\ACAD\Grading recise hase 1 \2163 P1 PRECISE GRADING 02.dwg, 10/19/2021 8:34:35 AM, ssmith, MSA Consulting, Inc. ORCO STANDARD CMU SITE WALLS W/ TRENCH FOOTING FOR 110 MPH 3 SEC. GUST Cad EXP C REBAR NOTE: • DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH WALL RETURNS & CONSTRUCTION JOINTS. • PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND �a7 WALL HEIGHT CHANGES. I� CAP UNIT DESIGN CRITERIA PER THE 2019 CSC: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF t 3 SEISMIC/WIND PER SOILS REPORT. 2. EQUIVALENT FLUID PRESSURE = 45 PCF. 3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT. 4. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 5. REINFORCING STEEL : GRADE 60. 6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT. 7. MASONRY COMPRESSION STRENGTH, f 'm = 2000 PSI. ORCO 6816 OR 6616 CMU GROUTED ONLY @ VERT STEEL #4 - DROP -IN BAR @ 40" O/C CENTER OF CMU #6 STD JOINT REINFORCEMENT @ 24" O/C (3 PLACES). USE #5 STD. FOR SLUMP BLOCK NOTE: FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURES, A 1/2 BLOCK MAY LEFT OUT SWALE GRADE. PROVIDE #4 DOWEL AND #4 DROP -IN BAR ON EACH SIDE OF THE 1/2 BLOCK DRAIN. #4 DOWEL @ 40" O/C @ CENTER OF CMU. PROVIDE 24" MIN. LAP. cc Q v • III 8" CONT. iil #4 HORZ. CONT. 1,6' MIN. TO DAYLIGHT NOTE: DIMENSIONS ARE NOT TO SCALE. GENERAL NOTES: 1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. SLUMP BLOCK AND SPLITFACE BLOCK ARE ACCEPTABLE. 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' 0/C OR 20' 0/C IF THE WALL IS TO BE STUCCO COATED. DETAIL #1 ENGINEERING STAMP APPROVAL IS CONDITIONAL; REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYSTEM DESIGNS. TOLL BROTHERS STONE CREEK RANCH TRACT No. 30834 LA QUINTA, CALIFORNIA QKOFESS/ 7 JeRDU co W f p02/2D2/ o �D NO. 83660 * EXP. 03/3//2023 / * OF CA- 0 ORCO 6' WALL WITH RETAINING & TRENCH FOOTING FOR 110 MPH WIND 3 SEC. GUST 0 EXP C CAP UNIT NOTE: PROVIDE #4 DOWEL & #4 DROP -IN BAR AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND @ WALL HEIGHT CHANGES ORCO 6816 OR 6616 CMU GROUTED ONLY @ VERT STEEL #4 VERT DROP -IN BAR @ 32" O/C PROVIDE 24" LAP INTO 8" CMU #6 STD JOINT REINFORCEMENT @ 24" O/C (3 PLACES). USE #5 STD. FOR SLUMP BLOCK SPECIAL INSPECTION NOTE: PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE MASONRY STEM. #4 HORZ CONT. @ 24" O/C LEVEL BACKFILL COMPACTED TO MIN. /— 90% COMPACTION PER ASTM 1557-D A' MAX. RETAINING ti 16 OR 8616 CMU - SOLID GROU O • • 2" CLR. X' DOWEL 2x'D' TO DAYLIGHT V 10" PROVIDE 4"DIA. SDR 35 PERF PIPE W/ 1FT WIDE OF 4 TO 1" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC TO WITHIN 1FT OFFG- SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL. #9 HORZ CONT. @18" O/C DESIGN CRITERIA PER THE 2019 CBC: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + SEISMIC/WIND. 2. EQUIVALENT FLUID PRESSURE = 45 PCF. 3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT. 4. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 5. REINFORCING STEEL : GRADE 60. 6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT. 7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI. GENERAL NOTES: 1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. SLUMP BLOCK AND SPLITFACE BLOCK ARE ACCEPTABLE. 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED. 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' O/C OR 20' O/C IF THE WALL IS TO BE STUCCO COATED. ENGINEERING STAMP APPROVAL IS CONDITIONAL; REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYSTEM DESIGNS. DETAIL #2 'A' 'D' 'X' DOWEL 2'-O" 3'-2" #4@32" 0/C '0' + i'-8„ 2'-8" 3,_6„ #4@32" O/C 'D' + 2'-4„ QRQrESS/ON k,C) NI‘"" DU NO. 83660 D A * \ EXP. 03/31/2023 TOLL BROTHERS STONE CREEK RANCH TRACT No. 30834 LA QUINTA, CALIFORNIA * CONT NOTE: DIMENSIONS ARE NOT TO SCALE. ORCO RETAINING WALL WITH LEVEL BACKFILL SPECIAL INSPECTION NOTE: PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE MASONRY STEM. NOTE: PROVIDE #4 DOWEL & #4 DROP -IN BAR AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND @ WALL HEIGHT CHANGES OPTIONAL CAP #4 HORZ. CONT. @ 24" O/C HT' - MAX. RETAININ WALL PER DETAIL #1 OR #2 2'-9" MIN. LEVEL BACKFILL COMPACTED TO MIN. 90% COMPACTION PER ASTM 1557-D 2' CLR. DDOWEL DESIGN CRITERIA PER THE 2019 CBC: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + SEISMIC/WIND. 2. EQUIVALENT FLUID PRESSURE = 45 PCF. 3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT. 4. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 5. REINFORCING STEEL : GRADE 60. 6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT. 7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI. PROVIDE 4" DIA. SDR 35 PERF PIPE W/ 1FT WIDE OF 4 TO 1" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC TO WITHIN 1FT OFFG-SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL. E' BAR #4 HORZ. CONT. @ 12" O/CAS SHOWN. GENERAL NOTES: 1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. SLUMP BLOCK AND SPLITFACE BLOCK ARE ACCEPTABLE. 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED. 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. 9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' O/C OR 20' O/C IF THE WALL IS TO BE STUCCO COATED. 'HT' 'B' 'C' 'D' DOWEL 'E' BAR 2'-0" l'-6" 4" #4@32" O/C _133" N/A 2' 8" l'-9" 6" #4 @32" 0/C 41" 8„ J N/A #4@32" O/C 149" #4@32" O/C /5" 3'-4" 2'-3„ 9„ 8„ 8" 1— 4' 0" 2' 9" l'-0" #4@/6" O/C J57" 8„ #4@l6" 0/C 2/" /8„ 1 4'-8" 3'-3" l'-2" #4@l6" O/C 165" #4@l6" 0/C 27" 8„ J 20„ 1- ENGINEERING STAMP APPROVAL IS CONDITIONAL; REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYSTEM DESIGNS. DETAIL #3 Q a/` 0D2� T NO. 83660 D * EXP. 03/31/2023 /V, OF CA\- 0 * TOLL BROTHERS STONE CREEK RANCH TRACT No. 30834 LA QUINTA, CALIFORNIA NOTE: DIMENSIONS ARE NOT TO SCALE.