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HomeMy WebLinkAbout2007-P11470 - retaining wall PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P11470 Crystal Bay, Minnesota 55323 Permit Type: User Defined Surc Building (952)249-4600 Date Issued: 9/25/2007 SITE ADDRESS: 581 North Stream Rd Unit# Wayzata,MN 55391 PID: 25-118-23-34-0005 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: User Defined Surc Building Permit Sub-type(s): Retaining Wall DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 251.25 Valuation: $ 15,000.00 Plan Review Fee: $ 163.28 State Surcharge Fee: $ 7.50 TOTAL FEE: $ 422.03 APPLICANT: Dynamic Design Landscaping OWNER: David&Janis Larson 907 Linden Street S#2 581 North Stream Rd Northfield,MN 55057 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. — I�/ X ES9IGNATURE I D BY SIGNATURE Copies: 1-File(Signatures Required), I-Applicant, 1-Monthly Reports, I-Assessing,(If Septic, I-Septic) Page 1 ¢0 City of Orono FOR CITY USE ONLY O 0 P.O.Box 66 /) Date Received: W'7/v : Permit#,l �� 2750 Kelley Parkway t ri T ` x Crystal Bay,NN 55323 r• (952)249-4600 Amoum:L a CIL Flied: Approved By: Q�ite Plan: �-/t •01 Recommends: Approval�---' Denial ❑ CITY OF ORONO -USER DEFINED/GENERAL PERMIT (All permits must be approved by the Building Official and/or Zoning Department) Job Site i Owner information: Site Address: 581 North Stream Rd Owner: Janice and David Larson Mailing Address: 581 North Stream Rd Orono 55391 City: Zip: Home Phone: (952)473-0496 Alternate Phone: Contractor/Applicant Information: Contractor/App.: Dynamic Design Landscapir Contact Person: Keith Bode Address: 907 Linden St S#2 State License#: 20102659 City: Northfield Zip: 55057 Expiration Date: 12/31/07 Phone: (507) 581-3010 Alternate Phone: 507-645-5038 TYPES OF USER DEFINED PERMITS ❑ Stairway to Lake © Retaining Walls ❑ Temporary Trailer General—User Defined Surcharee General—User Defined Surcharse General—User Defined *(Per UBC) *(Per UBC) *$30.00 *Estimated Cost: $ *Estimated Cost: $ 15,00015 ❑ Docks—42"or Greater ❑ Land Alteration ❑ ZoninQ,Review General—User Detmed Surcharge General—User Defined GCneral—User Defi.ied ❑ Commercial—(Per UBC) ❑ 0-500 Cubic Yards *For 0-75'Zane-$30.00 *Estimated Cost: $ $50.00(Needs Site Plan) General—User Defined ❑ 501+Cubic Yards ❑ Residential- $30.00 $50.00(Needs C.U.P.) ❑ Tree Removal General—User Defined * Within 0-75' -$30.00 I herby apply for a User Defined Permit and I acknowledge that the information above is complete and accurate;that the work will be in conformance with the Ordinances and Codes of the City and with the State Building,Code;that I linderstard this is not a permit and work is not to start without a permit; and that the work will be rd ��th proved plan. Apnlicant Date Reset Form (User DefimdPermit 3/18/041 KBH CONSULTING, INC. ..................................................................................................................................................................................................................................................... Paul D. Schimnowski,Owner May 10, 2007 Keith Bode Dynamic Design Landscaping 1407 Senate Lane Northfield,MN 55057 RE: Segmental Retaining Wall Typical Sections 581 North Stream Road Orono,Minnesota KBH No. 2007.038 Dear Mr. Bode: This letter is being sent to discuss our typical engineered sections for the segmental retaining walls at the 581 North Stream Road project in Orono,Minnesota. This design is based on verbal information provided by you and from a site visit I performed on May 1, 2007. No formal soil report was provided. I understand the proposed Versa-Lok Retaining Wall Systems walls will be located along the driveway of the existing house. The wall will abut the house near the corner of the garage and will be approximately 70' long. After starting as a single 12' high wall at the house,the wall system will split into three tiered walls each 4' high. A minimum distance of 4' should be maintained between each wall. Minimum embedment depths as shown on the attached wall sections should be maintained for the walls. Level slopes will be present at the top and bottom of the wall. A 200-psf traffic surcharge load has been designed at the top of the wall. No other surcharge or groundwater loads have been designed for the wall. The attached typical sections should be referenced for the appropriate wail section height. Special mote should be made of the wall embedment depth and the geosynthetic fabric (geo-grid) length as measured from the front face of the wall. Refer to Versa-Lok Retaining Wall Systems Standard Specifications for installation information and details. The design of the wall system assumes the following: - Soil conditions: Silt/Clay, friction angle=28.0 degrees,unit weight of 125.0 lb/ft3 - Allowable soil bearing capacity= 1,500 psf - 200-psf external surcharge loading_ behind the top_ wall - Level at bottom and topM,,, -- � - Minimum embedment depth=Varies �,� - Block Type: Versa-Lok 6" Standard MY 4 ' Geosynthetic Fabric Type: Versa-Grid 3.0 F91TCE PLLAN 9_ Cr'IAGING F © t'9f"Pi-`OVED KET1A,N1�(!-/1(l /�GPWCQMYIflr�i pFROVED WITH MS10 NIS KBH Consulting,Inc. i1 , � 'QED 1 11711 ivi uuuvar vray,Suite iii BY Mahtomedi,MN 55115 Q- $—O'i (651)779-7700 DATE__ ;�ty� -- - - 581 North Stream Road,Orono,Minnesota :May 10,2007 Page 2 Direct all surface drainage away from the wall. The wall design was performed using the design guidelines presented in the second addition of the"Design Manual for Segmental Retaining Walls" (DMSRW)published by NCMA in 1996. If soil conditions,proposed wall layouts,or other design parameters vary from that assumed,a revised analysis may be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, Paul Schimnowski,PE MN#40126 DESIGN PARAMETERS AND PROZ'ISIONS L REFER TO VERSA-LOK RETAINING WALL SYSTEMS STANDARD SPECIFICATIONS FOR SEGMENTAL RETAINING WALL UNITS. 2.SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3.NO PRODUCTIMATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF KBII CONSULTING,INC. 4.OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY KBH CONSULTING,INC.IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE DOCUMENTS. 5.REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP AND BOTTOM OF WALL(S).REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6.FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALLS. 7.KBH CONSULTING,INC.ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS,SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE GROUNDWATER CONDITIONS. 8.THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. 9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE SECOND EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW).PUBLISHED BY NCMA IN 1996. 10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION"NOTED ON THE KEY PLAN. 11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12.RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. KBH Consulting,Inc. 7226 39th Street North,Suite 100 Oakdale,MN 55128 (651)779-7700 i CAP URIr ADHERES TOTOP LW � OSA FILL qW-0 Izl DEEP VERSA-M 3.0.2 LAYERS O 0'-0'LOW PROOM Oon OF wxw SWORD CAP LIADHERES 4-C WL1w uw IWERVWS 1 %"--�--4 GRAINDIA.GRAINWE MW O END OF WALL OR O 40'DEMME MAX VERSA-=NODULAR 3.0.2 LAYERS O Ir-4r IAMB OONCRFIE OHMS REINFORCED aKC*U COMMMED 959 OF SWiDARD PROOM OMSW CAP LIR ADHERES 4-0'AOI �� FUCOA3AflE AgIEOIE tY DEEP i`^'----4'ox mm PLPE OURET O 80 OF WALL e ORO40'CENTERS WM Y:•ti 1 AOBREGIVE VEAL 33A 22 8'-C LONG FORDOW 11ER3A-hdt Mae" CONCRETE IVIS OMWWFED 9=OF MAXWW 4-D- SPAM PROMIR DEM c ow DRAM PPE ou1LE1'O 60 of MULL OR O 40'CENTERS VM 6RrFRLARwor LEVEM FAD ilE i TYPICAL SECTION TIEREQ REINFORCED RETAINING WALL sc" NONE NOTED KBH CONSULTING, INC. CLIENT: DYNAMIC DESIGN LANDSCAPING 581 NORTH STREAM ROAD Pas CIVIL ENGINEERING SERVICES ATTN.:KEITH BODE _ �WAPCs 161 DUNBAR WAY PHONE:651.779.7700 PHONE:507-645-5038 sUrrE 110 FAX:651.779.7114 ORONO, MINNESOTA 05/10/2007 MAHTOMEDI,MN 55115 paul®kbhonline.com 2009.038 QW�IMM 70 GE O�tlIOD . TOP tur wi%mm-m ONOOE Am—N," oR HANq�POST GEDSYNTHEnC r ' vE sA. 1 siren+o lr-r uoi+D 47 a6MUKEW FEWFURCBMW oomcmzE am MM#-=3A+ LOR o V-r LOW WERwr fix mookam USE COMMM WBE FORM ooNxREe ways GEDSWAMM VOW,ORD 3A.8 ural O 8'-r lei 4 Mk ORMN PIPE IJJ Fp WOETOemOFWML OR O 40'am=Mitt -ice FU UNUMUM WL ORNAM lF1GyM PAD UK w 91QCIC TYPICAL 5EQ0N 12'—OR REINFORCED_RETAINING WALL mm Nmw - ' Pay KBH CONSULTING INC. CLIENT: DYNAMIC DESIGN LANDSCAPING 581 NORTH STREAM ROAD^ CIVIL ENGINEERING SERVICES ATTN.:KEITH BODE °Jffi pos 161 DUNBAR WAY PHONE:651.779.7700 PHONE: 507-645-5038 SUITE 110 FAX:651.779.7114 ORONO, MINNESOTA = ��tm MAHTOMEDI,MN 55115 paul@kbhonline.com 2W7AM Sep-18-200T 09:15am From-CITY OF ORONO +9522494616 T-89T P-002/002 F-244 ------1 lab . 4 2;G 10 E LLJL- vi � L Sar di a voo , v�C LL LD tow CL lopx IE v� 6 y 4 L x fj7 T•4 Yr C� 2C 4,r cQ p t s - r�}WY� CO aQ� �_ m CL Ex cw - W JS inm A Og -U Q 7 M , r 41 N O C Qw}�iY uj M - ++ (`- m o O N W CI In � -S ll� s n a I g . Cd " acc 3 r YAt cui ow -. LD •4