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BWFE2022-0047
Description: WOODBRIGDE / 125LF GARDEN WALLS Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 2/9/2022 ECON APPROVED Approved: 3/10/2022 DCL Parcel No: 775220021 Site Address: 80289 PLATINUM WY LA QUINTA,CA 92253 Subdivision: Block: Lot: 18 Issued: 4/20/2022 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $2,500.00 Occupancy Type: Construction Type: Expired: 4/20/2023 AHI No. Buildings: 0 No. Stories: 0 No. Unites: 0 7CHRONOLOGY TYPE Details: 125LF OF 6' GARDEN WALLS AT EAST PROPERTY LINE WITH RETURNS AT EAST AND WEST SIDE YARDS [CITY SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. 41 '00 j 29 Applied to Approved .,j Approved to Issued Printed: Wednesday, July 05, 2023 10:57:34 AM 1 of 4 WSYSiEMS ADDITIONAL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL DUANE CLAYTON 3/10/2022 3/10/2022 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE AND APPROVED. CONDITIONS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT WOODBRIDGE PACIFIC GROUP LLC 27271 LAS RAMBLAS SUITE #100 MISSION VIEJO CA 92691 ( rrichards@woodbridge pacific.com Printed: Wednesday, July 05, 2023 10:57:34 AM 1 of 4 WSYSiEMS Printed: Wednesday, July 05, 2023 10:57:34 AM 2 of 4 WsYsrEMS ■ ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $16.67 $16.67 4/20/22 R70152 2011 CHECK WOODBRIDGE AHI ADDITIONAL 50LF PACIFIC GROUP LLC WALL/FENCE - FIRST WOODBRIDGE 101-0000-42404 0 $55.58 $55.58 4/20/22 R70152 2011 CHECK AHI 100LF PACIFIC GROUP LLC WALL/FENCE - FIRST WOODBRIDGE 101-0000-42600 0 $69.47 $69.47 4/20/22 R70152 2011 CHECK AHI 100LF PC PACIFIC GROUP LLC Total Paid for BLOCK WALL 2021: $141.72 $141.72 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 4/20/22 R70152 2011 CHECK WOODBRIDGE AHI PACIFIC GROUP LLC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: RECORDS 101-0000-424160 $11.00 $11.00 4/20/22 R70152 2011 CHECK WOODBRIDGE AHI MANAGEMENT FEE PACIFIC GROUP LLC Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-436110 $5.00 $5.00 4/20/22 R70152 2011 CHECK WOODBRIDGE AHI ENHANCEMENT FEE PACIFIC GROUP LLC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $158.72 $158.72 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE 5/9/2022 3:44 PM WOODBRIDGE PACIFIC GROUP LLC Contact Name: WOODBRIDGE PACIFIC FOOTINGS MHU 5/10/2022 5/10/2022 APPROVED eTRA e Inspection GROUP LLC R Request Site Address: 80289 PLATINUM WY Phone:9493488162 e -Mail: rrichards@woodbridgepacific.com Printed: Wednesday, July 05, 2023 10:57:34 AM 2 of 4 WsYsrEMS BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/10/2022 DUANE CLAYTON SITE PLAN (APPROVED) BWFE2022-0047 - SITE PLAN (APPROVED).pdf 1 Printed: Wednesday, July 05, 2023 10:57:34 AM 3 of 4 WsYsrEMS Printed: Wednesday, July 05, 2023 10:57:34 AM 4 of 4 WsYsrEMS LEGEND CONSTRUCTION HOURS October 1st -Apel 30 Monday- Friday: 7:00 a.m. to 5:30 p.m. Saturday : 8:00 a.m. to 5:00 p.m. — — RIGHT-OF-WAY Sunday None Government Code Holidays: None Y — CENTERLINE May 1at- September 30tb - Monday- Friday: 6:00 a.m. to 7:00 p.m. R/W EXISTING RIGHT OF WAY sena Yy 8:00 a.m.te5:oop.m. V Government Code Holidays: None EXISTING CURB AND GUTTER — — EASEMENT— Construction is NOT PERMITTED m EXISTING COMBO WALL in the following Code Holidays: PLATIN M W/ - S- -c— -c— CABLE New Year's Day R Dr. Martin Luther King Jr. Day — —E — ELECTRIC President's Day - — — —c— GAS Memorial Da y w Independence Day — —T— TELEPHONE Labor Day -- - —S— SEWER Veteran's Day Thanksgiving Day 5' I —W— WATER Christmas —SD— STORM DRAIN Y r� PROPERTY LINE SAWCUT LINE r — PROPOSED SWALE FLOWLINE 1.0 L.F D -----0 TW 492.9 PROPOSED STORM DRAIN I I TF 485.57 PROPOSED GARDEN WALL PROPOSED COMBO WALL PROPOSED RETAINING WALL SIDE YARD EASEMENT j A/C CONDENSER CITY OF LA QUINTA i v ❑M WATER METER BUILDING DIVISION t REVIEWED FOR S SEWER LATERAL CODE COMPLIANCE I T� FIRE HYDRANT DATE 03/10/2022 6V --D C _ � DOOR/GATE LL:BWFE2022-0047 - 80289 PLATINUM WAY, LOT 18 © CABLE TV BOX ❑E ELECTRICAL BOX WOODBRIGDE / 125LF GARDEN WALLS T 125LF OF 6' GARDEN WALLS AT EAST PROPERTY ❑TELEPHONE BOX LINE WITH RETURNS AT EAST AND WEST SIDE TRANSFORMER YARDS [CITY SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STREET LIGHT STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 EX. EXISTING CALIFORNIA BUILDING CODES. P.U.E. PUBLIC UTILITY EASEMENT E/P EDGE OF PAVEMENT _ T PA PROPERTY LINE LOT 18 PLAN 3B(R) FF 487.57 PE 486.9 OPTIONAL FIREPLACE It PA — —T R/W RIGHT OF WAY TW 492.00 — — — — ITW (492.50) PGA BOULEVARD I 41'0A,�1` TOTAL PROPOSED GARDEN WALL 242.4 L.F. 125.3 LF NOTES: PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. UTILITY LOCATIONS ARE SCHEMATIC ONLY AND MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE NARROW PORTIONS ON ALL LOTS WHERE AN EGRESS WINDOW OF A BEDROOM IS SERVED SHALL BE KEPT CLEAR OF OBSTRUCTIVE VEGETATION THAT IMPEDES EMERGENCY EGRESS OR RESCUE. MSA CONSULTING, INC > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 61 L 34200 Bob Hope Drive, Rancho Mirage, CA 92270 WALL EXHIBIT 760.320.9811 msaconsultinginc.com TR. NO. 36537-1 ADDRESS: THE SIGNATURE 80-289 PLATINUM WAY LOT 18 - PLATINUM WAY LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA 6.2 L.F TW 493.10 TF 485.77 WOODBRIDGE I JANUARY 2022 LOT AREA 6,937 SF SCALE 1" = 30' "h„ heightfromtop of footing Reverse — direction of hookon every other rebar Required when Adjacent to Property Line #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 cell) � =1111=1111 «w„ (FOOTING WIDTH) SEE TABLE "A" (Shown at 6' Height) NOTES: "h„ heightfrom top of footing SEE TABLE "B" FOR REBAR SIZE — AND SPACING (locate rebar in center of cell) Finish grade (1) - #4 rebar continuous 1111= =_1111 (2) - #4 rebar 1111= continuous 1111= =_1111 =1111 All footings adjacent to slopes to be at least 5' to daylight as shown below. BOTTOMOF AF .—K_ 5'MIN. 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 Only the cells containing rebar. This wall is not designed for all cells to be grouted. 5)all rebar to be astm spec. A615, grade 40 minimum. 6) all rebar lap splices to be 24" minimum. 7) all masonry unitsto 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. 10" 12" =1111=III W„ (FOOTING WIDTH) SEE TABLE "B" (Shown at 5' Height) Table "a" Vertical reinforcement 3' 17" #4 (9 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. 6' 1 29" #4 (9 24" O.C. NOTES: "h„ heightfrom top of footing SEE TABLE "B" FOR REBAR SIZE — AND SPACING (locate rebar in center of cell) Finish grade (1) - #4 rebar continuous 1111= =_1111 (2) - #4 rebar 1111= continuous 1111= =_1111 =1111 All footings adjacent to slopes to be at least 5' to daylight as shown below. BOTTOMOF AF .—K_ 5'MIN. 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 Only the cells containing rebar. This wall is not designed for all cells to be grouted. 5)all rebar to be astm spec. A615, grade 40 minimum. 6) all rebar lap splices to be 24" minimum. 7) all masonry unitsto 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. 10" 12" =1111=III W„ (FOOTING WIDTH) SEE TABLE "B" (Shown at 5' Height) Checkwiththe Building Departmentto verify if a building permit is required. When a permit is required, the following inspectionsare required: 1) FOOTING; Excavation trench clean with steel in place and supported 3" above and away from the surrounding earth/dirt. 2) REBAR/PRE-GROUT; Bond beam rebar and vertical rebar in place - inspection prior to placing grout. 3) FINAL; After grout is placed -prior to any decorative cap placement. Table "b" Vertical reinforcement 3' 19" #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 1 34" #4 @ 24" O.C. Checkwiththe Building Departmentto verify if a building permit is required. When a permit is required, the following inspectionsare required: 1) FOOTING; Excavation trench clean with steel in place and supported 3" above and away from the surrounding earth/dirt. 2) REBAR/PRE-GROUT; Bond beam rebar and vertical rebar in place - inspection prior to placing grout. 3) FINAL; After grout is placed -prior to any decorative cap placement. REBAR PLACEMENT ILLUSTRATION -0- (TYPICAL) -A-- All All rebar splices 24" min. overlap 0 FOOTING OPTION A DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) =150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH, EXPOSURE C SEISMIC: Na=1.3, Nv=1.6, Z=0.4, SOILPROFILE=Sd 0 (TYPICAL) only cells and bond beam courses with rebar to be grouted (do not solid grout entire wall - use grout stop mesh as appropriate) - (TYPICAL) All rebar shall have a minimum of3"concrete cover at footings Western Riverside County Code Uniformity Program City of La Quinta �- Buildina De artment —CALIFORNIA- Freestanding Block Wall (760) 777-7125 78-495 Calle Tampico, La Quinta, CA 92260 FAX (760) 777-7011 11/13/2014 1 Design and Development PAGE20F2