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Home My WebLink About2012-00594 - retaining wall CITY OF ORONO * 2 0 1 Z - 0 0 5 9 4 * ' 2750 KELLEY PARKWAY DATE ISSUED: 07/17/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2660 CASCO POINT RD PIN : 20-117-23-24-0002 LEGAL DESC : UNPLATTED 20 1 17 23 : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : RETAINING WALL>4 FEET VALUATION : $ 7,000.00 NOTE: PLEASE SUBMIT PLANS(CROSS SECTIONS,MATERIALS,SPECS E"�C)PRIOR TO INSTALLATION OF RAIN GARDEN IF IT WILL BE USED FOR STORMWATER TREATMENT IN THE FUTURE. APPLICANT PERMIT FEE SCHEDULE 147.50 KiMMES,TODD STATE SURCHARGE(VALUATION) 3.50 2660 CASCO PT RD WAYZATA, MN 55391- TOTAL 151.00 OWNER KIMMES, TODD 2660 CASCO PT RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to lhe approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only thc work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of l�fLd'ays at any time after work has commenced. The applicant is rc��e for assuring all required inspections are requested in cynf6r�aa e with the State Quilding Code."I'his permit may be revokeSLat anyyirhe r d causc. %, � 7� / / / er tee Signature Date Issue y Si ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER AN DESCRIBE ABO E. City of Orono Building Permit Application for New Structures or Additions = Mailing Address: Permit number: p�l�j'�� g ,'�,�,j�.� PO Box 66 /�Q Q,, Crystal Bay, MN 55323-0066 Date received: o?,J/•�-- , '�� S x��i. - �� R?��ix��by /Yf `,a y � . a.;, Street Address:' � \�� ,�� ' �%� 2750 Kelley Parkway Plan review fee: . r�''��•�;'��`��y�G%"� Orono, MN 55356 `�k�sHog.,. `--`� Total Fee:� _ . — Main: 952-249-4600 Fax: 952-249-4616 �� . �%� _ pu l This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: � G �zz�j'�'�"> Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes,a special event permit is required wdh Police Department and City Council approval 60 days prior to the event. Shuttle bus service ll be required unless applicant demonstrates su(ficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: _��,� � ` �rtilc�.� State License# Expiration Date: Phone: — -, -- office cell Mailing Address: ,,,�D ' h � Cit : , ZIP: ' Contact Person: a c Applicant is: Contract r / Homeowner 1 (Circle One) Email and/or Fax: ,� PROPERTY OWNER INFORMATION: Name: //.sc��. � i%vl�t�S' Phone(day): % �— - / � Address: ,� j(`��- Cit : � � L�'/�ZIP: Email and/or Fax / �r ARCHITECT/ ENGINE INF RMAT N: / Name: /r" �/�/L/`' �f'c �� Phone (day): � Address: '-GS N t' Cit : � C" ' /' P: �� Email and/or Fax: — ,f . �� PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal 8� Water Supply ❑ New Construction ❑ Single Family with ❑ Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck �Relocation -� detached garage ❑ Office/Commercial Other: s eci ' G1/ � � ❑ Private Sewer ( p fy) ❑ Multiple Family/Condo ❑Wlrehouse �. ❑ Public ❑ Storage ❑ Public Water "'Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 coww-minnehallacreekurc Estimated Construction Valuation (excluding land) $ /� /�e:=�'� � - , - �IVIL DESIGN INNOVATIVE ENGINEERING SOLUTIONS June 04,2012 Mr. Bill McGowan AB Hardscape, Inc. 28746 128th St.NW Zimmerman,Minnesota 55398 RE: Kimmes Residence Retaining Wall(12-187) Orono, Minnesota Design Assumptions: Boulder Wall, Minimum 15° Wall Batter NCMA Design Analysis Live Load: 50 PSF Dead Load: None Toe Slope: SH:1 V Ma�cimum Back Slope: SH:1 V Maximum Seismic: None Bearing Capacity: 1,800 PSF NCMA Safe Factors: Slidin 1.50 Overturnin 1.50 Bearin 2.00 Soil Design Properties: � y c Retained Soil 30° 120 PCF 0 (Sand) Eoundation Soil 26° 120 PCF 0 (Onsite Lean Clay) Notes: No soils information was provided for this preliminary design. The onsite material is assumed to be a sandy lean clay with an internal friction angle of 26°. Where unsuitable soils are found, a subcut may be required and structural fill shall be placed and compacted to provide an adequate bearing foundation. The above minimum soil strength parameters shall be verified prior to construction. CDP shall be contacted if the above soil strength parameters cannot be met and a redesign may be required. Wall layouts and elevations obtained from plans prepared by Narby & Associates Landscape Architects dated 03/22/2011. Page 1 of 2 C(VIL ENG[NEERING �� STRL'CTUP.r1L,ENGINEERiNG � GEOTECHNICAL EN(i[NEER(NG � EARTFI RETENTION�EIGN Civil Design Professionals ° 8609 Lyndale Ave.S.,Suite 200,Bloomington,MN 55420 � Office: 952-303-5312 � auww.cdp-us.com AB Hardscape, Inc. • Kimmes Residence , � Project# 12-187 We appreciate the opportunity of providing services to you. If you have any questions or comments regarding this project, please feel free to contact us. Sincerely, Civil Design Professionals Curtis J. Derichs,P.E. Vice President The final quantities are as follows: Wall Wall Len th A roximate Area (FT) (SFj 1 19.00 61.00 2 20.00 64.00 3 20.00 61.00 4 7.00 20.00 5 54.00 367.00 6 97.00 323.00 7 143.00 558.00 8 21.00 55.00 Totals: 381 1509 • The unit area quantities are neat quantities. Page 2 of 2 CIVIL ENGINEERING � STRUCTUF�AL ENGINEEPING � GEOTECHNICAL ENGINEERiNU � EARTH RETENTION DESICN Civil Design Professionals � 8609 Lyndale Ave.S.,Suite 200, Bloomington, MN 55420 � Office: 952-303-5312 ° www.cdp-us.com �IVII,D�SI�N INNOVATIVE ENGINEERING SQLUTIONS DESIGN CALCUL.�,TIC�N� FOR KIMMES RESIDENCE 4RON�, MIr1NESOTA (c�P PRoJEc�r # 12-is7) Submitted$y: Ben Daiss June 04, 2012 I HEREBY CERTTFY S PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY I�iE OR UNDER h4Y D ER SION AND THAT I r�.M A DULY LICENSED PROFFSSIONAL ENGINEER UNDER THE ATE OF Iv1INNE50TA. �✓� `1, �l.�— - DATE: MICHAEL R.JOHNSON,P.E. LICENSE NO. 25493 r CI�%I'L t.' :,ttiF�K1\'t: = 1TR('CT(.-K:-�L�� t\LE;�,�;.:; � �1LCi-`"ECH\'Ii:.-1L Eti"�:i\EF_?iltit'� � E;aI�'TH K£TEA'TIO'v i?EJiti.'� Civii Design Professiona� - 86Q9 Lyndate A+.>e.S.,Suite 2L10, Bloomington, MN 5542(} = Office: 952-303-5312 � weenu.cdp-us.com �IVIL DESIGN PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 1 OF 3 SH:i V BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 A.GENERAL DESIGN DATA Boulder,p= 140 pcf Wall Batter,�= 15.0 degrees Design Height,H= 10.0 ft(design height+embedment) Backslope,(3= 10.0 degrees Surcharge,q= 50.0 psf FS Sliding> 1.5 FS Overturning> 1.5 Bearing> 2.0 B.SOIL PARAMETERS �(deg) c(ps� y{pct) Retained Soil 26 0 120 Foundation Soil 26 0 120 C.GEOMETRIC PARAMETERS �= 26 degrees a= 105 degrees(90°+t) �= 10.0 degrees S= 1?.3 degrees(2l3*�) D.COULOMB EARTH PRESSURE CALCULATIONS ka= 0.29 k _ sin`(a +¢) Pa= O.SyH`lca � � sin(�+S)sin(�-Q) � Pe= 1727 lbs/ft s in a •s in a -E • 1+ � � sin(a-8)sin(a +,D) Fv- Q� PQ= 144 lbs/ft E.EXT'ERNAL STABIL[TY -�--- � I ''�, 1.OVERTURNING {�� I, �--'� Overturning Moment j �'—\ Mo= Pa(H/3)+Pq(Hl2) � w„`�'�`ER ' �---� Mo= 6476 ft•ibs z A� � � }----j � �____.___'; Resisting Moment � �_ � (--� � � \ H= Design Height(ft) � r----��--� � �, D= Depth of Boulder(in) � _ � ; a� i._�_�� L=Distance from overtuming i � �J _ _� point to centroid(ft) I , F`----L-^—.i 1.----�----� Figure 1:Extemal Stability Diagram Telephone(952)303-5312•Fax(763)392-1989•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomington,Minnesota•55420 CIVIL�ESIGN PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 2 OF 3 SH:I V BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 Boulder H D L p MR Wall ��) (in) (ft) � �� s 1 10.00 42.00 2.96 140 13489.6 MR= 13489.6 ft�lbs FS Overiurning= MR/Ma FS Overturning= 2.08 >1.5 OK 2.SLIDING - Sliding Resistance(check sliding at top of wncrete leveling pad) - Determine Area of Mass Block Area= 32.5 sf - Determine Weight of Mass(R,,) VF = Bouider Area*p VF = 4550 ibs/ft RF = VFTan(33}+109(Lab Testing) RF = 3064 lbs/ft FS Sliding= R�/(Pe+pq) FS Sliding= 1.64 >1.5 OK 3.BEARING PRESSURE - Eccentricity e=D/2-(Me-Mo)�F e= 0.08 e < D/6 - Applied Bearing Pressure(under bottom boulder) q,,,�= for non-eccentric footing-V F/D q,,,�= for e<D/6-VF/D*(1+6e/D� q,,,�x= for e>D/6-4*VF/(3*(D-2*e)) 9,�X= 1615.7 psf Telephone(952)303-5312•Fax(763)392-1984•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomington,Minnesota•55420 CIVIL DESIGN . � PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 3 OF 3 SH:1 V BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 4.BEARING CAPACITY(Terzaghi Bearing Capacity-under bottom boulder) - q'=cN�+qNq+O.SyDN� where: N�= 27.09 Nq= 14.21 NY= 9.84 c= 0.0 psf(cohesion) Df= 1.0 ft(embedment depth) q= 120.0 psf(y*Df) D'= 3.1 ft(D-2*e) Q„h= 3525.5 psf FS Bearing= q'/q,,,�x FS Beazing= 2.18 >2.0 OK Telephone(952)303-5312•Fax(763)392-1989•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomington,Minnesota•55420 CIVIL DESIGN PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 1 OF 3 5H:1V BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 A.GENERAL DESIGN DATA Boulder,p= l40 pcf Wall Batter,i= I 5.0 degrees Design Height,H= 8.0 ft(design height+embedment) Backslope,(3= 10.0 degrees Surcharge,q= 50.0 psf FS Sliding> I.5 FS Overturning> I.5 Beazing> 2.0 B.SOIL PARAMETERS �(deg) �(Ps� Y�P�� Retained Soil 26 0 120 Foundation Soil 26 0 120 C.GEOMETRIC PARAMETERS �= 26 degrees a= l05 degrees(90°+�) (3= 10.0 degrees S= 17.3 degrees(2/3*�) D.COULOMB EARTH PRESSURE CALCULATIONS ke= 0.29 k� _ sin�(a +�) P,= O.SyH`ka z Sin(�+8)Sin(�-�f) � Pa= 1105 lbs/ft s in a •s in(a -8)•�1+ sin(a -8)sin(a+�) Pq= 9� Pq= 115 lbs/ft E.EX7'ERNAL STABILITY �, �— 1 � 1.OVERTURNING i � ' ` i j—�, � ' Overhirning Moment '�\ Mo= Pa�3�t Py�wz� f wk.A�a � Mo= 3408 ft•Ibs i / ' �~�' , �----- A,. � ` �._.__ _`� ; � `�, Resisting Moment � �---- '�. H= Design Height(ft) � ` ��' � � �'---__ � D= Depth of Boulder(in) ; _ ; :.� � a L=Distance from overturning ��_ ` _�__� point to centroid(ft) �� ' l----� Figure t:Extemal Stability Diagram Telephone(952)303-5312•Fax(763)392-1989•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomington,Minnesota•55420 � CIVIL DESIGN PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 2 OF 3 SH:1V BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 Boulder H D L p MR Wall (ft) (in) (ft) ( c� � s 1 8.00 34.0 2.49 140 7896.7 MR= 7896.7 ft•lbs FS Qvertuming= MR/Mo FS Overtuming= 2.32 >1.5 OK 2.SLIDING - Sliding Resistance(check sliding at top of concrete leveling pad) - Determine Area of Mass Block Area= 22.7 sf - Determine Weight of Mass(Rj,) VF = Boulder Area*p VF = 3173 Ibs/ft RF = VFTan(33}+109(Lab Testing) RF = 2170 Ibs/ft FS Sliding= RF/(Pe+p� FS Siiding= 1.78 >1.5 OK 3.BEARING PRESSURE - Eccentricity e=D/2-(Mx-Mo)�F e= 0.00 e < D!6 - Applied Beazing Pressure(under bottom boulder) q,,,�x= for non-eccentric footing-VF/D c�= for e<D/6-VF/D*(1+6e/D� q,,,aX= for e>D/6-4"VF/(3*(D-2*e)) q,,,�= 1124.8 psf Telephone(952)303-5312•Fax(763)392-1989•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomington,Minnesota•55420 �IVIL DESIGN PROJECT: KIMMES RESIDENCE PROJECTNO: 12-187 SHEET: 3 OF 3 SH:IV BACK SLOPE,50 PSF SURCHARGE LOCATION: ORONO,MINNESOTA BY: BTD DATE: 6/4/2012 4.BEARING CAPACIT'Y(Terzaghi Bearing Capacity-under bottom boulder) - q'=cN�+qNq+O.SyD`Ny where: N�= 27.09 Nq= 14.21 NY= 9.84 c= 0.0 psf(whesion) D f= 1.0 ft(embedment depth) q= 12Q.0 psf(Y*Df) D'= 2.8 ft(D-2*e) Q„k= 3375.6 psf FS Beazing= q'/q,,,�,� FS Bearing= 3.00 >2.0 OK Telephone(952)303-5312•Fax(763)392-1989•www.cdp-us.com 8609 Lyndale Avenue South Suite 200•Bloomingtan,Minnesota�55420 STRUCTURE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms= ❑Wood/Frame b.Width(ft.)= Number of garage stalls: ❑ Masonry Areas in sauare feet Attached = ❑ Metal ❑ Pole Bldg. c. Basement= Detached= ❑ ICF d. 151 Story = ❑ On-site Prefab ' e. 2"d StOry= ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g. Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Permit A lication ❑ ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $70,000 escrow to ensure completion of s-built survey and all site improvements. � ApplicanYs Signature. Date: � � � Owner's Signature: Date: �� . .,�-nyr.��».�br:eaaF�S*�'i�s . . . -.w'�a�+e�'pvasY�4"�:esava+.ay�;.a.�8.gra�s.;n,sm�aa�g,@:4au��'.%�atnar»..�z� - � 'ry Plan Review Checklist for IVew Structures / Additions Address/ PID/ Legal: � ��r`� A ll��`�S r�� }�� - e Description of work: � � ° �, �" Septic review by: � '� Date Approved: Zoning review by: S Date Approved: � '� � � 2— i" Building review by: �� ,.�_ Date Approved: � ��'� �" �E�,.� Graciing review by: _�, �!f'�,\¢'�� Date Approved: �'� �Q � Zoning File#: Resolution#: Resolution Date: Zonin District Fire De artment Post Office School District , �, o �, Y 6�`Q Zoning: Lot Area: �� ,' F�;AC Width: Depth: Sufvey Submitted: � Yes � No Date of Survey: Pro osed Setbacks: Fr (Lake) Rear(Street) lf�� '�e W ) f N��de �► ) Other Buildings Wetland � � 1 �� Building Defined Height: ��1•� Building Peak Height: #of Stories Ok?: � YES FOR A BUILDING WITH A BASENIENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the jghest " space floor and the highest roof peak,the top of WITH roof peak,the top of the cornic at roof, ¢" the cornice of a flat roof,the deck line of a the deck line of a mans oof, or the mansard roof,or the uppermo oint on a round uppermost point or�a`�ound or other arch-type or other arch-t e roof roof � SUBTRACT half the distance be en the highest window and SUBTRACT half thep¢i ance between the highest window hi hest roof e of a itched roof and.k�t"hest roof eak of a itched roof - SUBTRACT the distan� etween the basement floor!crawl ADD e distance between the slab and the highest space�or and the highest existing grade within existin rade within the foundation the,,€Gundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht EQUALS efined buildin hei ht Lot Coverage: SF % Shoreland District IVACWD Permit Received Avera e Lakeshore Setback �luff 0 Yes � No � N/A 0 Yes No Yes � No 0 Yes � No /A Permit Number: Setback: � Hardcover Zones Existin Proposed Variance Require CUP Required 0-75' �; � � Yes No � Yes No 75-250' �� % TYpe�s�. Type�s�. 250-500' �� i 500-1000' REMARKS (in-house): Updated: 09/11/2009 z:\forms\plan review checklist.docx ,, �..�-��,. �; #.�...�.�_.. . . ....,_ Fees to be Char ed YES NO Permit � Plan Review State Surcharge Investigation Fee �` � SAC—Number of SAC llnits Sewer Connection 1�Nater Connection � Park Fee � Site Inspection i Other(specify) Miscellaneous Fees Caiculated By: S uare Foota e $ per S uare Foota e Basement X = $ 1 S' Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ �� i��'� 4-� Orono Inspections Required Work Requiring Separate Permits Required State Permits � Site � Plumbing � Grading / Filling � Well Q Hardcover Removal � Mechanical � Fire 0 Electrical � Footing � Septic � Water Connection � Poured Wall 0 Fireplace � Sewer Connection � Foundation Survey � Masonry � Lawn Irrigation � Radon Rock Bed ❑ Mfg. � � Framing � Other(specify) ; � Insulation Built Survey Final � Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: � YES � NO New: 0 YES 0 NO E REMARKS(TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) � ��' �� G�� r r�� `� � �� d��°t1� ,� � � � t%� a� t a�' �� Updated: 09/11/2009 z:\forms�plan review checklist.docx Christine Mattson From: Christine Mattson Sent: Thursday, June 21, 2012 4:00 PM To: 'toddk@flagshiptech.com' Cc: Melanie Curtis Subject: 2660 Casco Point Road Attachments: Building Permit Application for New Structures ONLY.pdf Hi Todd, Thank you for submitting your updated survey and engineered plans for the retaining walls proposed at 2660 Casco Point Road. You originally submitted a zoning permit application, but zoning permit applications only apply to retaining walls under 4' in height. Since some of the proposed walls are over 4' in height, a building permit is required. Attached is a building permit application. The application fee is based on the construction value of the project. Please complete and return the building permit to me at your earliest convenience. Since we are already holding an escrow for the construction of the new home, an additional escrow amount is not necessary. Once we have received the completed building permit application and assign a number to the application, I will create an escrow agreement referencing both permit numbers which will require your signature. An as-built survey will be required before the escrow is released. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) "�" 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Summer Office Hours began Monday, May 21, 2012 Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Wednesday,July 4, 2012 1 . . � �, . CIVIL ESIGN � r INNOVATIVE ENGINEERING SOLUTIONS �� 0 Cpp June 04,2012 � Mr. Bill McGowan AB Hardscape, Inc. 28746 128th St.NW Zimmerman, Minnesota 55398 RE: Kimmes Residence Retaining Wall(12-187) Orono, Minnesota Design Assumptions: Boulder Wall, Minimum 15° Wall Batter NCMA Design Analysis Live Load: 50 PSF Dead Load: None Toe Slope: SH:1 V Maximum Back Slope: SH:1 V Maximum Seismic: None Bearing Capacity: 1,800 PSF NCMA Safe Factors: Slidin 1.50 Overturnin 1.50 Bearin 2.00 Soil Design Properties: � y c Retained Soil 30° 120 PCF 0 (Sand) Foundation Soil 26° 120 PCF 0 (Onsite Lean Clay) Notes: No soils information was provided for this preliminary design. The onsite material is assumed to be a sandy lean clay with an internal friction angle of 26°. Where unsuitable soils are found, a subcut may be required and structural fill shall be placed and compacted to provide an adequate bearing foundation. The above minimum soil strength parameters shall be verified prior to construction. CDP shall be contacted if the above soil strength parameters cannot be met and a redesign may be required. Wall layouts and elevations obtained from plans prepared by Norby & Associates Landscape Architects dated 03/22/2011. Page 1 of 2 CNIL ENGIN�ERING ^ STKUCTU�IL ENGINEERING � CFC�TECHNICAL ENGI�7EERING � EAKTH RETENTION I�ESIC�N Civil Design Professionals � 8609 Lyndale Ave.S.,Suite 20Q Bloomington,MN 55420 � Office:952-303-5312 � wunu.cdp-us.com •, ' AB Hardscape, Inc. " ` ' • Kimmes Residence . � Project# 12-187 We appreciate the opportunity of providing services to you. If you have any questions or comments regarding this project,please feel free to contact us. Sincerely, Civil Design Professionals Curtis J.Derichs,P.E. Vice President The final quantities are as follows: Wall Wall Len th A roximate Area (FT) (SF) l 19.00 61.00 2 20.00 64.00 3 20.00 61.00 4 7.00 20.00 5 54.00 367.00 6 97.00 323.00 7 143.00 558.00 8 21.00 55.00 Totals: 381 1509 • The unit area quantities are neat quantities. Page 2 of 2 CN1L E}VG(NEERING � STRUCTUPAL ENGINEERINU � GEOTECHNICAL ENGINEERING � EARTH RETENTION DESIGN Civil Design Professionals � 8609 Lyndale Ave.S.,Suite 200, Bloomington,MN 55420 ° Office: 952-303•5312 � wunv.cdp-us.com � � � a�o ��o �- � C�PY � (UENERAL NOTES: CJENERAL NOTES: DrSIGN PROVISIONS: SLIGGESTED QUALITY ASSURANCG PRQVISIONS: I. THE FOLLOWINC; EFFE(:TIVE 5TRENGTH PAIL4METERti WERF. ASSL�MED IN 1. WALL CONSTRUCI'I(�N SHALL BE SUPERVISED BY A C2i�ALIFIED ENGiNEF,R THE PREPARATTON UF THF STRUCIIJRAL CALCULr1T10NS FQR THE OR TECHNfC1AN TO VER(FY FIELU AND SITE SOII, f:ONDiT[ON.S. IF T�ilS BCJI?1.DER RETAINiNG WAI-L SYSTEM: WORK IS NOT PL'RFORMED BY TFiE SITE GGOTECHNICAL ENGINEtiR, A QUAI.,IFIED GEOTECFfNiC;,4L ENGINli�:R/Tf t.;}fN1Cir1N S}fALL BE CONSl.i1.T@D [N THC)SE MATTT�Rti PCR7:•�1NING TO T1iE tiC)IL C:ONDITIONti AND VVALI. � C y S01L TYPE PF,RFC�R�tAN(:E. AETAINEU SOIi. i0° 0!'SF iZ�PCF SAN[) SHEET INDEX Z. TiiE Ft�UNDATION SQ[I.S AT"T'H� BAtiE OP THG VG'AI_I.S S}iALI_ Bf'_ iNSPECTEC) FOLINDATl(�N SOIL ZG° 0 PSF i?0 FCF ONSITE L.EAN(;LAY BY TNE GEt7TECHNIC;AL ENGINEER.ANY llNSIJf('Ak3LE SUtLS C�R lMPROPERLY COMPAC�`TEI7 EMBANKMENT MATERIAL S}lALL BE REUOVED ANU REPIACED SHEET DESCRIPTION AS DIRECTED BY TFiF, ENG[NEER PRIOR TC) WALL CONSTRIJ(."T10N TO SUIL TYPES AND DE51GN ['ROPERTIL:S SHALL BE CONF1R�tED BY THE 5[T'E PROVIDE ADEQUATE BEARING CAPACITYAND MMI�i1ZE SETT1.lMGNT. GEOTECHNtCAL ENGINEER PRIOR TO WALL CONSTRUL'TION. 1. T'ITL.E SHEET 2. SITF.PLAN 3. ALI_ WALL EXCAVATION AND RE'TAINED S�ILS S}iALL [3E 1NSPE('TED FOR '_. THE WALLS ARE DESIGNEL� TO S(_!PPORT T}IE Fc?I.LUWiNG �4AX1M1��1 3. W.qI.L 1,Z,3 Ar�D 4 ELEVA'TIONS GROUNDWATER CONi)1T[ONS. ANY AL)DITIONAI. DRAINAGE PROViS10NS SURC:HARG�LQADWCS: RFQIJlRF.D IN THE f�1[LD SHALL BE IN�;ORPORATED lNTO Tfif: SY�AI.I. 4. WALL 5 AND h;.LEVAT(UNS CONS7RliC:'T'ION AS[)IRECTED BY THE GEOTECHNICAL ENGIN�ER. i_IVE LOAD: 50['SA 5. WALL 7 AND&!=L�VATI�NS DEAD LOAD: NUNE 7. TYPICAL WALI.SECT'tON AND 4. WALL BACKFII,I, MATERIAI_ SHALL BE TES'7FD AIJD APPROVED BY THE BACKSL.O['E: SH:iV SPECIFICATII);�i5 ENGIN�ER, MEETING THL \�iIN[ML'M REQt_11REMENTS OF TFi� API'ROVED SE►SM1C: N(7TAPPL(CARI.L DESIGNPLAN5QRSPECIFICATIONS. f iYDROSTATiC: NOT APPLICABLE S. ALL SC�IL BACKFILL SHALL BG TES"I�ED BY THE GEOTECHNlC,AL ENGiNEER 3. TFIE FOUNDATTON SC71LS AT THE WALL LCX;ATIONS StlAtl. BG CAPABLE OF FOR MOTSTURE, DENSl7'Y. ANU CC)MPAC;TfUN PERIODICALC.Y (tiVERY 2' SAFEt.Y SUpE'�7RTING THE MAXIMUM APPI.IEU BEARING PRESSURE AS S}IOWN VERTICALLY, !00'•20Q'C/C)MEETING THF.MiNIMUM REt�I�►REMENTS OF T}�E i)F l,800 ['SF, WITHC�UT FAILIJRE C7R FXCESSIV}: SETT'LEMENT. LOCAL APPROVFD DESIGN PIANS OkiSPECIFICATIONS. I�EARING I:.APAC:ITY SHALL BE CONF[R41ED BY THE S1TE GEOTECHNICAL !?NG[NEER AFTER F(�UNDATION EXCAVATION AND PRIOR Tn WALL 6. TFI� CONTRACTOR SHALL [STABLISH .AND MAINTAIN �?ItAL(TY CONTROL i;l)NS"iRIJC'TION. FOR TF1E C;ONSTRU(YCIC�N OF THE W.ALL TO ASSURE C(�tiit'L.IANC@ WITF! CONTRAC,'T RL•QUIRI:MHNTS Ai�(U MAINTAW RECORDS OF 1?S QUALITY CC�NTROI.. 7. ALL WALL ELEVATIONS, CRADES, ANU BACK SI.OPE CUNDiTfONS SHAI.L BF VERiFIED BY TNI� ENGINEEK IN TFIF FIELD FOR CONFORMANCE WITIi APPRUVED DESIGN I'LANS. ANY REV(S10NS"f'O THE S"fRt!C711R[�: GE(JMETRY OR DFStGN CRITERIA SHALL RfiQUIRE DtiS1GN �I(>DII�ICATIC7NS PR10R TO PROI.EEDING W1Tti CONSTRUC;T1t�N. COCYRIGIIT(c)�01�BY C:IVlL UF,SlGN PROr"ESSIONALS ;K� , T■ �r I)..�n�nl Yss: 7r.�k��i: (� a—/ LSIGN N��. �u� Rn�i,i.m �{+. Rrgi:m�un,Nn: � B� K[MMES RESIDENCE Z549i � ' s„�: ORONO,MINNESc�TA �yn�N,. +4dw LYNUAI{�AVF�M'E 5(h'l Ii..A"111-SO 3 N/A 12-1$7 ISL.tk1V IMl�fUN.t1N SN7A 4 ' �(��": r��,�r��>>w�.fi:i Fnx:nvii Mz.i�� 5 t,« TITLE 5H EET si,,.,.�N,,, (j.(�ll'l.i avrutirn,Rwa�rnra s roai v JUNE 04,2012 � N��I�,el R.)�,6�,�,�,,eE. �,•�� NOTES: t. THE SITE PIAN SHOWN 15 FOR ILLUSTRATIVE PURi'OSES ONt.Y. IT WAS REPRODUCED EROM NURBY �ASSOCIATES LANDSCAPE ARCE{ITEC.7'S, 1NC;.S1TE PLAN DATED 03/22/1 L (,(� D c�D '�D GO JV ?. THE CONTRAC:TOR SH.ALI. VERIFY INVERTS OF PROPOSED ANU EXISTtNG UTILITIES TO ENSURE THERE ARE NO CI�NFLICTS. T}iG GRAPHIC SCALE IN FEET F,NGINEFR SHALL BL CONTACI'ED 1F CONFLICTS ARISE AND AN ��`�Fs,�N�ROFE,,�,��'y AI.TERNATIVL DESIGN M.AY$E REQL.liRED. , . * ,, .. � _. . ., � �� h,_._v:,,�,,., ;j: , f ..... ..- _-,_ j .�.. �„--.......;� " �_ _ _,,.� 4 END WALL �`; # t`.� 3 � _�� . .,�....,__, i,_.T'�'� -_ '_."""�„•�. .,. ` �. ;a BEGiN WALL. �� ° ��'`�'�'��^'°'�_.._,.,_,..__��.�.,»,. _..,.4.,,,,.,,,.,�� ° ,� END WALL. _,. _. __.,_.. .,. ..__ ...._ -. ENb WALL _. _ -....�,,,,.,... ._. . . .. . �. ��---=.=--�::—.,...,, _--�� - u- . t s '� ; �: -;.._ . _ �,:�,� ` . END WALL �-.-,__,�„ ,�� ,` ,k °, � `z t , ,. . " ` ' t ` ._ ' _ _�__ , _., �-�� .># �' ��;.�� i 3 � `` �� ,� � _ � �,�.�� , ` �t � - r�;,�.�; ''� , BEG[N WALL � � 'M ,� , . ,� ; _ . ^ �, ' �- � �:',:� � ��—_ 3t . —.. � �,.:+ t ¢ , . _ �� , ��: ��, � � GND WAI.I. 2 � -a �' �' :,. ,.. ,, .; _ � ,. %,, ,:: , ,` _ Q _ ;: .-,. � � ,.,.� , _ r3 '` ; �� BEGIN WALL � 2 � AEGINWAI.L -----w---^--:';�,: ` �w-� r+ ` ,' .--�=—.—� 6 * . � . " END WAI_L . «;` ... � � .`'. ,. .,.;, .� �� ,� � i . .� F � � ... - ; . >f o: , tc'J�l�«�`a �, a+�.�#�'�"�Y�„�'`< � 1 � .'„t q� 0. ... . � :.-' � y r f e ..a G �� ,� �� i , _-� � �Nv�wai.i. �, � _- : -- j� � �� ``� �+�._ - .. : : �;. � ,. — �v �0�� r� #` �;lp .... . ..�, : . . ' -yt _ " � � BEGIN WALL �'"" - � � ' � � � 1 ,, � � a � �� ,., � � �, � � BEI,IN WA11 � `�._....�_ �_..�._.,.� . �� .�' a �;�` ` � #ta.�, .� � � ,„� .., �..,.a✓ - � '�*vt ({ x.. � . �j �i`d?�'� ,�.rb�.rXi . 7 ,b'i i±+ i r _ . ._ ___ �. � � �� 5 ', ," j � � � .;.. � ��, ��.�` :��.�. —��►�� , y ___._ �� s � � �� , . � �� R. � .� � h��-�.�: :��:�.;,�; .. ,t.,, . , � ; i �` .... ,... . ..�..�.�. �� d . . �. • �-�..:��c� :�� • � ,__ � � �.v;� .. �.` � �� . �,,.- , .,. �:� � , . _ __._ � � . {� ,,.: � _� � _,._.., _.. � . BEGIN WALL END WAL� � , �e �A �;._. '�~^-,. , �.`";�,»�,.., ..�.".,m.�. � ;,; ?�'�`s..(7� �. � f ,�. � k.t _.. �'�'. .., : -�. � .,,.,., 6 'f' } ,,, .:�.�, , � ! ..� � � Y M -�—A.+...-.....,,, 1 F •C,wi„ . , Qf, � e �� '�x�i� ) �J 't �'�� , �r ��$ ,. cJ ,: '�'. _ . . . . : #� �t. a '+.. � � , ; �` # �........; ...v.. ..............,"''.- ,� .. {� � " �� ' . f . . '� -Y� �-. �a. d, _......._�..*� . a.._.r � . ,�..,,-..,..,,. 't �n "�. (:llf'YRIGI fi'(c)?OI3 BY C:IV1L DESIGN PROf•F:SSIC7NALS Ikxannt(�y: rr„M�c: R.X��o-a�xn,Tl�,: DESIGN N° °�� R"��."� '� a-ro 254�)3 � KIMMES RESIDENCE � � c,k: ORONO,M(NNESf�TA r,,,x,,N,�: �./ � � 3 I°�Zp� 12-I8? A(A9I.YNUALGA1�731.F.SU1'n{.51`fTF'_fK1 4 7id<� !V 1�� w«x��:n�.,iNS�.m �,.�.: SITE PtAN �.<,Hu. r�rior+e:r�sir�n�s��:i Fnx:�thsi�vziva� 5 JLINE 04,20 i2 n"•' ��t�nsrrr::x�v�:i,r��s.co�f 6 Z M�cLac1 R.J�du„u��.P.E. c � c ��,, o � G a c �t' �o �� ` d � � � � � � � � U Q �� ..:t ..� w w ,� �AI3LTI'TOEXISTING p '3 � FOUr•1DA1lON Tn�vELs951.90 GENER.AL NOTES: z fi/G EI_a 9949.70 z L WAI.L,S SHALL BE CONST'Rl.'Cl'ED WITH B�)IJI.GL?RS US1NG A MINIMUM I5.0° 4 952.00 952.00 O BATTER. � 950.00 � - - - .� - - �950.00 ? Z. THG WAI..IS ARE UES((�NE[) AS GRAVI'TY WALl.S RfQU]RING NO GEO(,ItIC) W 948.00 � 948.00 W REINFORC;EMENT.SEE BOULnER DEI'TH CHART FQR S12E REQUIRE4IENTS. w FINISHED GRADE AT W BUTTOM OF WA�L �i. A GEOTEX?ILF; FABRIC SHALL BE PLACED WHERG RETAINING WALLS ABIJT Tt7 fi/W EI_-948.70 EX1STtNG FOtJNDATIONS AS SHOWN ON SITE Pl1W (SHEET 2). OVERI.AP ALL AfitJ'T1fENT JOIN"fS 2q" WITH .4 MINIMUM 48" WIDE FABRIC TO PRF,VF.NT Tlie CUREFILI_AND BACKFf!_L FR(�M �IIGR,ATiNG THRC>��Gi�i TF�IE ABUTMENT JOINTS. REINFORCEMENT I GRAVITY I DEPTH(FE�'1") r � (BOUi.DERS-15A°MIN.BATTFR) DtST ALONG WALL(�EE"I� ��19,00 � 10 BOULDER WALL 1 - FRC�NT FACE ELEVATION � � o ; O d in W vQi W GO J G .�J G w G � O � c`' Q', � � `" z� �' � G � � � � � z Q z � � Q z � Q r� .,�� W W � W � � � � � �' � � '� '3 � ABC�T7'O I:XiSTING � � AI3UTTU EXISTING ABI?T TO EXISTIN(7 FOUNDATION T!E INTO WALL 7 T/W EL=451.G0 FOUNI7ATION T/W EL�951.90 FC�L7NUATtUN � T/W EL R 951.90 T/UV f�l._ )51.60 Z F/G EL-9949.70 z z z F/G EL a 949.60 z � F/G EL=949.70 2 � 952.001 952.00 � � 95_.00 95?00 �% O 952.00 95Z.00 � E-' � [ E-� ? 950.00 � �950.d0 Q � r d 950.(10 - - 950.00 Q - - - - - - Q 950.CX1 � - - C 95Q.00 ¢ > > � � � � - - - - - - ] a 948.Q0 ��r�.c� � � 948.00 948.00 w w 948.00 948 AO w w ;1.� FINISHED GRADE AT --� .-a .-i w 80'TTOM OF WALL W w F1NISFIED CTRADE A"i' W FIN15HED GRADE AT SOTI�QM OF WAL L BOTTOM OF WAI.I. B/W 8L=9�}8.00 B/W EL-948.70 B/W EL.a 948.70 RI;(NFORCEMENT �_ GRAVITY � RGthit'ORCEMENT ( GRAVITY , REINFORC,'F,MENT G[tAVt'TY DEP7'H(FF.ET} � ti DEPTH(FF.E't') � � DEPTF�{(FEE� (BOULDERS-15.0°MIN.BATTFR) (BOt.�LDERS- I5.0°MIN.BATTER) (BC.�UI.DERS- 15A°MIN.BATTER) DIST ALONG DIST AI.ONG UIS"f ALONG WALI,(FEE"I) ��T�r�r�-30.00 WALi.(FEE'n �r�� 2QOQ WAI,L(FEE'1� ��--Zcu� 0 10 ?0 p 10 ZO � BOULDER WALL 2 - FRONT FACE ELEVATION BC�ULDER WALL 3 - FRONT FACE ELEVATION BOULDER WALL 4 - FRC)NT FACE ELEVATIUN CI�FYRIGHF(d'_01?BYCIVIL DESIGN PROFESSII)NAIS � f"��,�nr.l Py: Pn�M.c R�rrt..riiv�N�- ``� ��V��.T1V N�, �h« �,n�,� 's' B"([� KIM�fES RESIDENCI: ?549� � ORONO,MINNESOTA �,��- 2 �s� r«�K.��.,: 3 1"- 10' 12-187 �,��.��F��N��rxk•�,�.u��,� 4 1ii4 WALI. l 2 3 AND 4 ELEVATtt)NS �I�.IiL RLlA7#I1NGfl1N.MN SS4?II Da�r� Sl�rce tJ�r: P�u�Ne:e�szi+n�asr_I rnx o�s)i�z��w 6 JUNE 04.2012 ' ' 3 M�cL,d R.]��I�„r,�� ,.E. t:�:u<: wrssi iE www�nv�s.a,�� $ � � W � W � � � � � � � g o � G z � � w ,."i..� ..�.a � � '3 �3 �AIlU"rT0 EXISTiNCl STAIRS POUNDAT[l�N T/W EI.=949.G0 T/W EL�949.70 G EN ERAL NOTES: 950.00 950.00 O � '�/ 948.00 O f ATTERSHALI BE CONSTRIiC:TED WITH BOULDERS L1SINti A MINIML-M 15.0° 948.00 F/G El.=941.70 � � H 946.00 F/t:,EI.-94?.60 �. �' 946.00 �. 2. THE WALLS ARE C�E5IGNGD AS GR.qVITY WALLS RGQUIttING NO GEOGR(D W �)44.00 � � � 944.00 � RF[NFORCEMENT.SGE BOUI.DGR DEF'TH CHART I�R SIZE REQUIREMGNTS. � B/W EI.y 948.70 � W 94?.00 ` --' - - - - - - - - 943.00 W �;, A GEOTEXTILE FABRIC SHALL BE PLACED WhIERE RETAINING WALiS ABU'T TO 940.00 940•00 EXISTING FOUNDATIONS AS SHOWN ON SITE PLAN (SHEET 2). OVF,RIAP .Ai.l. B/W EL-��9�{1.60 Al3L�TMENT JOINTS ?4° WITH A MiNMUM 48" WIDE FABR(G TO PREVFNT THIi FINISFiEU GRADL'.A"I� C;C?REf'ILL.ANC)E3Al;Kt=1l 1 f'RV� MIGRATIN(;THRO(_�GI I THfi ABl'"f'v1EN"C�OINTS. B/W El.-�)40.70 BOTTOM OF WALI. REINPORCEMENT I GRAVITY _} DEPTH(FEE"I) r' (BOUI.DERS-15.0"MIN.BATTER) UIST ALONG WAI.L(�EETj 54.00 � l0 ?0 30 40 50 BOLILDER WALL S - FRONT FACE ELEVATION a � � � � .� � g -� � o � c z � sHEEr' � � � Q z v � �� Q � C� ,� z :.y � m d W W '3 m ST.AIRS T/W EI.�945.70 � T/W EL=943.00 T/W[:i..-94...75 946.00 F/G EL�941.70 F/G EL=942.00 94G.00 0 944.0t) '� �' F/G EL=941.00 F/G EI.=940.00 944.00 � ¢ 94Z.00 ' � ._._ - -- - � ' _ _ F/G EG�939.00 J r,,,, ..-- 942.00 ( � � � 940.00 B/W EL-944.70 - .--- �,�..,-.�--- 940.OQ W - � - - - - � - ' ` ,s'-�j 938.Q0 438.00 W B/W EL�940.C)0 B/W EL=941.()0 93fi.00 I3/W EL=940.70 B�EL�938.00 93G.00 B/W EL��94?-00 FINISHED GRAbE AT A/W EL s 9i9.00 BOTTOM OF WALI- REINF(�RCEMGNT I GRAV17'Y � DEATI-{(PEE`I) '' (BOULDERS-15.0°MIN.BAT1'ER) bIST ALONG WALL(F'EET) 97.�0 p 10 '_0 30 4t) 50 60 70 80 90 BC�ULDER WALL 6 - FRONT FACE ELEVATION COPYRIGH"�(cl'_1113 BY C;1VIL DESfGN PROFESSIONALS IMrrg�al i�f' Rnjur: R�x�•na�ion Nu: 2�� DESIGN �.� �>.�� k�.�.�. � �.,-� ,5493 � KtM�1F,S RESIDCNCG � �,k ORONO,MINNESOTA r�,�„.�w.: �,,./�' ; �l.t 87 1'- 10' ��t*�irr�uueavFui�x�cni xu�irtm rd� ( 1 p 4 WALL 5 AND 6 EI,EVATIONS s'~��"° � ��' W.IX>\SIN('itJN.�IN SS{�0 C}t`� !>>o-�. rFu�NE:ros�>�n4c}�z I Fnx:c��;t snz-��m+� � JUNE 04,2012 � u��•Iud R).�hnu»�.fl.E. avFAstlr:a�evw c'nw-t�s.i o�� 6 � � � a � w � w � w g z w � � � q � Z SHEET � z � � � ,� z � o � o � o xo w z U U � � U � � � ' � � �� STAIRS T/W El.-949.80 T/W EL-949.75 0 950.00 T!W El.=949.OQ T/W EL=998.60 F/G EL-945.00 F/G F.i m 945.80 � 950.C10 � 1 _ � E.-. 94$.00 � � � F/G FL-947.SQ 948.00 �7 946.00 _ -�' ,-- -._ _ � _ � _ - � - - - - - - - - - - - - - - - - -- - - - - 94G.00 ? W 944.00 B/WE1. =948.80 - - - - - - - 944.00 w B/W}:l �946.50 B/W EL=944.00 B/W EI.=945.80 B/W EI =94fiA8 PINISFIEU GRADE AT BOTTO;vi C)F WALL REINFORCEMENT � GRAVI7Y DEP7'}1(FEE"I) (BOtJLI�ERS- 15.0°MIN.BATTER) DIST ALONG WALL(FF,E"� � t(l 2� 30 4� 50 60 70 $d �Xl l0� 1 IO t'_6 BOLJLDER �XIALL 7 - FRONT FACE ELEVATION �' W f�. � G � QV 'fn � �I V'i � � � W � •-I ..J ._! G � z � � 1= O Q�"" c}t Q �.. ... x � � �o � Q ° � z � a � J <F'c' -i w C7z �,Z,,.Ca � d ��J W � � Gn T1E INTO WAI..I.3 �ABL!"r"I'q EYiST1N(� 7'/W EI =949.750 GENERA.L NOTES; T/W EL�947.80 FOliNDATI�)N T/W tiL<949.80 F/G EL�947.50 "T/W GL�95LG0 i. WALLS SHALL BE CONSTRIJCTEI) WlT1I BOULAERS USING A MiNIMUM IS.O" z F/G EL-94G.80 � F/G F.L=949.30 BATTER. O 948A(1 948.00 � � �15Z.00 953.00 � ?, THE WALIS ARE DESlGNED AS GRAVITY WAL1S REQLIIRING NO GEOGRID Q 94G.00 � � - - - _ _ ._ � �946.00 ¢ [-� 950.00 F/U'EL �947.00 q50.Q0 � REINFC�RCEMENT.SL•E BC)ULDER DEI'TH CHART FOR S1ZE REQUfREMENTS. � - � 'Q _. - "-- d � 944.00 944.Q0 w W 948.00 l ._ --" ��Qg•� W �3. A GGQTE7C"T11.E PABRIC SHALL BG PI.ACED WHERE RETAWING WALLS ABIJT TCl W w W 94G.00 94(.00 ^-� EXI5T(NG FOI.!NDATIONS A5 SHc�WN ON SiTE P(AN (SEIEET 2). C�VERI_AP ALL. FINISHEn GRADE A'T W .qgL;TMENT OMTS ?4" WiT}i A MINIMLIM 48° W1UE FABttiC TO PREVENT THE B/W�L=945.80 80TTC3M OF WAl_L � FWIStiED GRAUE AT CC�REf�ILL AND BACKFILL FROM MIGRATiNG THRUUGH THE ABUTMENT JOINTS. B/W EL v 94fi-00 BOTTOyt OF WALL 8/W E1.mm 946.08 A/W EL=948.30 B/W EL. =94G.50 Rf3INT�C�RC:EMENT ( GRAViTY � REINFORC:EMENT � GRAVI7Y � DEP"i'f i{FEE1� t---- DEPTH(FEE`i) r � (BOL)I.DERS-15A°MlN.BATTER} (BOULDERS- 15A�M1N.BATTtsR) DIST ALC�NG UIST AI.ONG W,AI.L(I�EE"p l�}3.00 WALL{FEE'17 ?1.0� 1?0 t30 140 Q jp ?� BOULI�ER WALL 7 - FRONT FACE ELE�lATION BOULDER WALL 7 - FRONT FACE ELEVATION C��PYRIGHT(c)'_01'BYidlVIL DL'5IGN PROFESSIONALS � DESIGN rk;,R,��rk �..�, �.,,R,�..m�., �'c� . N.. (hte Rcxi.�.m � �` BTD KIMMES Rf:�S[L)ENC:E Z5493 �� ; k:,�. ORONO.�tINNGSOTA �,�,�,N,. i 1°- 10' 12-187 f w1K1�YtatMtF.AVET1t.�F"stu�IH.sli(f:.M 4 lidc: � �: �' 11�� NI.(x)MIN(IIUN.1�N StiY1 IL��r. $hrr�Nu: P��>Nf:��s�,�LS�„��,�{,^�,��,�.�°� 5 JL'NE 04,�oiz WALL 7 AND 8 ELEVA?I(�NS ,,,,, a�ertsrre<a��Rir��.ci��t O � M�rfuel R.�uhn.on,P.F.. NOTES: DRAINAGE STONE SPEC[FICATION: RETAiNED BACKFILL SPECIFICATION: l. THE SEC.'"T'ION SHOWN REPRESEN7Yi TYPICAi. CONSTRUC110N FC7R THE BOULDER DRA[NAGE STONE SHAI_l. CONSI5T OF CI.EAN 1" MIN1J5 RETAINED BACKI�ll.L SHALL BE FREE OF DEBRIS UK <)RC?ANI(,' WALI 5 AT 2660 CASCO POINT ROAD. T7-IE WALI_ HEiGH7'S, EI.EVATIONS, BACK CRUSHED STON�MEETING THE Ft�LLOWING GRADATION: MATERIAL MLETITIG THE FOLLOWiNG GRADATION: SLOPES AND TOE SLOPES VARY AS SIIOWN ON THE SITE I'LAN AND EI_EVATIONS PLqNS RESPEC.I'tVELY. SIEVE SIZE: %PASSING SIEVE Sl"L�: %PASSINc� 1" 100 1" l� 3. (_�PON EXCAVATION, WHERE UNSi11TABI,E SOI[S ARE FOI.INU, Si1BCt?TTO DEPTN 3�4' 100-75 3/4" (Ot1-75 AS REQUIRED BY THE ONSI?E GFOTECIINICAI. ENG[NEER AND REPIACE WITti Na.4 0-10 No.4 20-100 SUITABLE COMPAC."['ED STRLC,'TURAL FILL TO ACHIEVE TIiE REQUIRED $EARING Nu.50 0-5 No.Z00 0-i5 CAPACITY. THG 5TRU(..'"I"URAL FILL SHALL I3E COMPAC.'TEU TO A MINIML�M 95% SZ'ANDARD PRUC"TOR DENSI"fY. FREE DRAINING SAND IS ALSC� ACCEPTARLE FOR T1IE p�,�STIC;1�'ITvDEX(Pf)<G. URAINAGE MATERIAL_ 17' MI.IST FiAVE <5°h� FINES PASSING 3. APPROXIMATii 1.1MITS OF EXCAVATION VARIEti WHERE SL1BCLtT IS REQUIKED. THE NO. 300 SIEVE. ONSITE MATERIAI IS ACCEF'?AB[E IP IT A�:TUAL LI�fITS AND SIDE SLOPES TO BE DETERMIN6D BY CC)NTRACTOR AND MEETS 7liIS CRI'(T:RL�1. MATCH FIELb COND1T70N5 AND OSI{A REGt�tAT10NS. 4. THE MINIMI�M BOC!LUER DEPT'H (D) IS A FLINCT'ION U►� T}Ir CIVERAI.�L WAI_l. HEIGHT AS S}tOWN IN T1iE BOl1LUER DGP"TH SCHEDULE. 5. A S�t.ALLER BOULDER MAY BE 11StiD AS A TOP Bc�ULDER tD/2) FOR FiNISHEU LEGEND: GRADWC)PURPOSES. 1�II-EXPOSED WALL 1-IEIGHT kI a EXPOSED WALL HEIGFiT+EMBEDMEN'r G. THE BOLiLbEItS SHAI_L BE PLACED TO AVOID CON7INUOUS JC�INT PLANES IN D= BOIJLDER DEFI'Fi VF,R7'iCAt_ OR IA?�RAL DIREC;T70NS. EAC}i Bt�1.1]_DER SHALL BEAR ON TWO OR Di �TOP BOLILDF.R DEPTI I MORE ROCKS $ELOW [T, WI7�I C;OOD FIAT-TQ-FLr�T CONTACT.FiOUI_DERS SkIA[.t. BE STAGGERED TO INTERLOC;K WITH ADJACEN7 BOULDERS. 7. TfiE �OAIGER D[MENSII�N UF THE BOl.r1_DERS SFIALL EXTEND (NTO TIiE BACKFILI. TO PROViDE MAXML7M STABILITY. 8'LOW PGRRIEABLESOIL 8. COMPACT ALL LOOSF, SOlLS PIACEU BE}iIND THE DRAINAGE ZONE TO 95'% S'fANDARD PROC,'TnR UENSITY. �IAXIMUM LIFi'L(C�T NOT EXCEGD ld"(TEN). ��N�N 5�_ _!� � 9. T(iE W.ALL EMB�DI�IENT SHALI.BE A MiNIMUM pF 1.0�. ]?'htlN URAINAGE ZONE '`.:.Lf ,+'�� (I'GRl�tiHEI7 STON6) ; '�.-' ..'-,�'..•. �.' ' APPROXIMATF.LltillT, 10. DO NOT BRINC, HE;AVY COMPAC'TION OR PAVING EQL7IPMLNT WITHIN 3' OF THE : :$OZ.FIL7TR FABR{C, ":�oF Fxc;nv�rion+ BACK OI�THE PROPOSED RETAINING WALL. x y i5� '", -". ,� . �J `,.``�}'PERFQRATF.D`� :';I'VC DRAIN.PIPE i L TfiE BOl'LDFR W.ALLS ARE DESIGNED AS GRAVI"IY WALLS: `s '':.'.�. '��."`` � 5 MIN MINIMUM 5AFE7Y f�.ACTOR FOR OVER7lJRNING t.5 �� .'`" .-'�>;:":_��:'�:;:� ''``'�J � �� BENC,HC�rr � MWIMUMSAFE"IYFAC:TURFORSLIDING iS }�,:'��;...:�^... , (�•xz•i s�� vort:3 MINIMLiM SAFF.?Y FAt,'TOR FC�R BEARING '_.0 1?"Ml:d DRAINAGE?_ONL '��`r',<,�'`,�."• ,' "- _''�.` `' '; . '.'`'": : � Rbl.41NEU SOII ,,�'{�" —'�"� (1'CRl�SHED STONF) . ' i � 1?. PiACL'• A 4" DIAMETFR PERFORATED PVC DRAINPIPE W/SOCK AT TH� FINISHED s.b7 FtrrER r•AxR�c ,.'_. �.�:;� (UI2ADG OF WALtS AS SHOWN.Oi.rI'LET AT LOW PO[NT5 ALONG WALL. s z �s.o° • �N�s�;En c�nnF � �;`` ' � - -:fc:�!��:1 �.,`,�<';;�\',�•.,',';i':�;`:;;';i::;'t�:'' f';J I i. CN1L DESIGN PROFESSIONALS SHALI_ NOT BE LIABLE FOR CONTRA�'T��R ,,.:::•::��`'.~. ♦'"':�`,:":'• NEGLIGFNCE. ,' - ��• _... .._ .�.._. ..._._.. _.._ ..._ s_::�'s....�. _�'J BOULDER DEPTH SCHEDULE; , 5,- M'N � I n I WALI. HEIGH?{H): MINIMUM BOULDER DEPTN (D): '� �J' 'L� � � a- 3 z4 ,� 4"PERPORA"I ED CVC DhlAINPIPCi SUBCt�T�SEE N(�"fF') 4 2?„ � 3a" TYPiCAL BOULDER WALL SECTION „ (WALL b SEc.ilC)N SHOWN A"i 87',WA1.L.7 SF.0 IION SHOWN A"T 60'1 7 36" $ 39�� 9 42" �X�PYRIGHT(c)'_(l l'_BY CIVIL L)bSIGA7 PROFFSSIONALS DESIGN �,�.n,�� N,.,M�, H«.sz�,.,a.� w� ir��. �„�� ' aTD sa93 � KIMMGS R�SIDENCE' 2 s�:�� ORONQ VtINNESOTA r,�„�,,N�,: �--'" 3 i�a°.. 1,-0» tz.is7 (, !�t�C� "`�,�""�"�`^""�"""'"'."'"`'°° "`�` TYPICAL WALL SECTION st,�..��.. PLtX)NITi(TfUN.\1N SSq).0 4 Dare: WfS1NF:CKp MLSSI?.I M�%'1761)i�2.19fP7 S 1 � � � " f7rir a�tM��a�,�,P�,��>,� 6 JLNE 04,zo�_ AND SPEC,I FIC,ATI(JNS 6 �,;,�,3��a.,,,hn.�,n,F E•,