01. BA240024 BOA Report
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Report to the Board of Adjustment Prepared by the Maricopa County Planning and Development Department Case: BA240024 – Cardon Mountain Pavilion Hearing Date: January 16, 2025 (Continuance from December 12, 2024) Supervisor District: 2 ____________________________________________________________________________________________ Applicant: Darren Smith, Babbitt Smith Engineering Property Owner: Viel Gluck Limited Partnership Requests: Variances to the development standards of the Maricopa County Zoning Ordinance to permit: 1) Proposed side yard setback (west) of 10’5” where 20’ is the minimum permitted per MCZO Article 601.4.2. 2) Proposed hillside disturbance of 1,441 sq. ft. outside the lot’s principal buildable envelope where it is otherwise prohibited per MCZO Articles 1201.6.1.1 & 1201.6.1.6. Site Location: APN 219-24-181 @ 8948 E Range Trl. in the Mesa area Site Size: 124,059 sq. ft. Current Use / Zoning: Single-family residence / R1-35 Open Violation: No Violation on Property Staff Analysis: The variance request was continued from December 12, 2024 in order for the applicant to consider projection modifications due to neighbor opposition. The applicant submitted a revised site plan meeting requirements of the R1-35 zoning district. A variance is no longer required. The applicant has withdrawn their request. Presented by: Paola Jaramillo, Planner Reviewed by: Darren V. Gérard, AICP, Planning Manager Attachments: Email from Applicant withdrawing variance requests (1 page) Updated Site Plan ( 2 pages) 1 Paola Jaramillo Quintero (PND) From: Darren Smith <darren@babbittsmith.com> Sent: Thursday, January 2, 2025 9:45 AM To: Paola Jaramillo Quintero (PND) Subject: RE: BA240024 Cardon Mountain Pavillon Variance Continuance Follow Up Flag: Follow up Flag Status: Flagged This Message Is From an External Sender This message came from outside your organization. Please use caution when corresponding outside the county. Hello Paola, The revised site plan now keeps the building pad completely within the building envelope and outside of the building setbacks. As such, I understand that a variance is no longer required. Thank you and have a great day. Darren E. Smith, PE Principal 1140 E Greenway St. Suite 2 Mesa, AZ 85203 480-610-1341 Office 480-757-8021 Direct 480-882-8240 Cell darren@BabbittSmith.com www.BabbittSmith.com VICINITY MAP N.T.S. E. MCDOWELL RD. N. HAWES RD. N. USERY PASS RD. E. RANGE RIDER TRAIL THIS SITE E. RANGE RIDER TRAIL DETAIL KEY NOTES "H" 2 1/2" 9" CLR 6" MAX 1' 6" 3" CLR 3" CLR 2" CLR "W" "F" "T" 11 10 9 1 4 5 6 8 3 2 1 7 MAXIMUM "F" DISTANCE "W" RETAINED HEIGHT WIDTH CONTINUOUS REINFORCING "R" VERTICAL REINFORCING "V" FOOTING CMU WALL "H" "T" REINFORCING TRANSVERSE THICKNESS "t" #5 at 8" o.c. 2 #5 4'-8" 2'-0" #6 at 8" o.c. 4 #5 5'-8" 4'-0" 12" 12" #5 at 10" o.c. 8" 8" 13 #6 at 8" o.c. 6 #5 6'-4" 6'-0" 14" #5 at 8" o.c. 8" 12 1. Finished grade 2. CMU retaining wall - grout solid. See Schedule for thickness 3. 9 gage joint reinforcing at 16" vertical intervals 4. Continous reinfrocing "R" 5. Transverse reinforcing "T" 6. Concrete footing - see schedule 7. (2) #4 continous bottom of footing 8. 1'-0" square gravel rock pocket with 40% voids. Bottom of pocket shall be 9" above lower finished grade 9. 1 1/2" Ø weep hole at 6'-0" o.c. 10. Vertical reinforcing "V" 11.(2) #5 continous in 8" deepsolid grouted bond beam 12.Railing fence where occurs by others - see architectural plans 13.Dowels to match and lap vertical wall reinforcing - for lap - see G.S.N. NOTES: 1. For location of site walls, see architectural and/or civil drawings. 2. Provide masonry control joints per details at 16'-0" o.c. maximum in site walls. #5 at 14" o.c. WALL 8" 12"" 12" THICKNESS NOTES 1. BACKFILL WALL WITH COMPACTED GRANULAR BACKFILL PER SOILS REPORT 2' -0" MAX 1 1 CMU WALL DETAIL SITE PLAN 8948 E. RANGE RIDER TRAIL 22146CS01.DWG Babbitt Smith Engineering Mesa, Arizona 85203 office: (480) 610-1341 direct: (480) 757-8021 1140 E. Greenway St, Suite 2 cell: (480) 882-8240 1 OF 2 1 CARDON MOUNTAIN PAVILION D:\BSE Dropbox\Darren Smith\0 DS\22-146C Cardon Mtn Pavilion\Variance (Hillside)\22146CS01.dwg, 12/31/2024 1:44:06 PM SITE PLAN VARIANCE BA240024 APN# 219-24-181 NORTHEAST QUARTER OF SECTION 33 TOWNSHIP 02 NORTH, RANGE 07 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA OWNER / DEVELOPER ENGINEER VIEL GLUCK LIMITED PARTERSHIP BABBITT SMITH ENGINEERING LLC ZONING: SHEET INDEX FEMA FLOOD INSURANCE RATE MAP ENGINEER'S NOTES: 8948 E. RANGE RIDER TR., MESA, ARIZONA 85207 ’ ’ - - MARICOPA COUNTY PLANNING & DEVELOPMENT RESIDENTIAL GENERAL NOTES AND CONDITIONS EARTHWORK CUT SLOPE: ROCK CUT SLOPE STABILITY ANALYSIS PERFORMED BY VANN ENGINEERING. THE ANALYSIS WAS CONSULTED FOR PAD AND ROAD CUT. FIELD VERIFICATION BY GEOTECHNICAL ENGINEER REQUIRED AFTER CUTS ARE MADE TO DETERMINE SUITABILITY AND IF LESSER SLOPES ARE REQUIRED FOR STABILITY. SITE AREA HILLSIDE DISTURBANCE TABLE VARIANCES REQUESTED ’ ’ 12/31/24 B A A B SECTION A-A SECTION B-B GRADING & DRAINAGE PLAN 8948 E. RANGE RIDER TRAIL 22146GD01.DWG Babbitt Smith Engineering Mesa, Arizona 85203 office: (480) 610-1341 direct: (480) 757-8021 1140 E. Greenway St, Suite 2 cell: (480) 882-8240 2 OF 8 2 CARDON MOUNTAIN PAVILION D:\BSE Dropbox\Darren Smith\0 DS\22-146C Cardon Mtn Pavilion\Variance (Hillside)\22146GD01.dwg, 12/31/2024 1:41:38 PM CUT SLOPE: ROCK CUT SLOPE STABILITY ANALYSIS PERFORMED BY VANN ENGINEERING. THE ANALYSIS WAS CONSULTED FOR PAD AND ROAD CUT. FIELD VERIFICATION BY GEOTECHNICAL ENGINEER REQUIRED AFTER CUTS ARE MADE TO DETERMINE SUITABILITY AND IF LESSER SLOPES ARE REQUIRED FOR STABILITY. 12/31/24