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HomeMy WebLinkAbout2006-00264 Retaining Wall I"-"CY OF OAK PARK HEIGHTS"', PERMIT NO.: 2006-00264 14168 OAK PARK BLVD. N. #2007 OAK PARK HEIGHTS, MN 55082-2007 DATE ISSUED: 09/14/2006 (651)351-1661 FAX: (651) 439-0574 ADDRESS : 6375 ST CROIX TRL N PIN : 34-030-20-31-0159 LEGAL DESC : COND 38 SUNNYSIDE II 4TH SUPP n _ : LOT 0 BLOCK 0 PARCEL 0 }�ulc� PERMIT TYPE : BUILDINGi� �`' PROPERTY TYPE : TWIN HOMES/TOWNHOMES/CONDOS CONSTRUCTION TYPE : RETAINING WALL VALUATION : $ 20,000.00 NOTE: INSTALL PER APPROVED PLANS AND PER ALL APPLICABLE CODE REQUIREMENTS. PERMIT ISSUED FOR RETAINING WALL REPLACEMENT WITH DIAMOND BLOCK WALL FOR SUNNYSIDE CONDOMIINIUMS AT 6375 ST CROIX TRAIL. APPLICANT BUILDING PERMIT BASE FEE 321.25 STATE SURCHARGE-BUILDING 10.00 MARTY'S LANDSCAPING TOTAL 331.25 12313 12TH ST N LAKE ELMO,MN 55042-0000 PAID WITH CHECK# 7605 (651)430-2195 OWNER WALTER P&MARIAN L SKYBERG 6375 ST CROIX TRL N 248 GARAGE 72 OAK PARK HEIGHTS,MN 55082 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to: (1)the conditions of this permit;(2)the approval plans and specifications;(3)the applicable city approvals,Ordinances,and Codes; and,(4)the State Building Code.This permit is for only the work described, and does not grant permission for additional or related work which requires separate permits. This permit will expire and become null and void if work is not started within 180 days, or if work is suspended or abandoned for a period of 180 days any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the Minnesota State Building Code. SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Sep. 11. 2006 12: 11 PM No. 8635 P. 2 "• • WWall SummaryInformation Ec hr� Project Name: Marty's landscaping IETAIIIII NAIL 1rITEi9 Wall Name: Sunnyside Condo's Product: Diamond® beveled face Proiect Overview: Total wall area 761 sq. ft. Total wall length 130 ft. Total cap area 33 sq. ft. . Maximum wall height 7.00 ft. Total project area 794 sq. ft. Height of wall unit 6 in. Silty/Clayey Sand Soil(30 degrees) No Slope or Surcharge Eft. Mi on 5t't. 7.00 ft. 1.1 5 ft. mi 51t. Embedment OM t. • 1111 No Toe Slope "Detail shown is for estimating purposes only and should not be used for construction. "Global stability has NOT been considered. Block quantities: Total number of wall units 1,137 Total number of caps 106 Aggrestate quantities: Estimated quantity of in-place leveling pad aggregate 4.8 cubic yds. or 7.9 tons Estimated quantity of in-place drainage aggregate 28.2 cubic yds. or 46.5 tons Estimated quantity of block in-fill aggregate 4.8 cubic yds. or 7.9 tons Estimated quantity of reinforcement fill 79.8 cubic yds. or 131.7 tons Reinforcement quantities: Mirafi 3XT(250 sq.yds. per roll) Estimated reinforcement` 235 sq.yds. Total#of reinforcement layers 4 layers Estimated Waste 2.5 % Base reinforcement length 5 ft. Total rolls of reinforcement" 1 rolls Maximum reinforcement length 6 ft. •Includes waste percentage AWS Estimator Version: 1.01.40©2005-2006 Printed: September 11, 2006 Sep. 11. 2006 12: 12PM No, 8635 P. 3 3d 8 /i• ..i 'i ,,. e, 0 E • • 1 i• gyp !. O i.;..rr.,', i• 0 0 0 0 0 . :� :. .y i i �,. 8 Ln 0 0 0 0 0 0 , 23 in t. , . , I._ t � r i al {J+ ,. ..1., ';..;..�.._� r:..,. 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