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Home My WebLink About2015-00821 - retaining wall CITY OF ORONO * z 0 1 5 - 0 0 8 z 1 * 2750 KELLEY PARKWAY DATE ISSUED: 07/08/2015 ` ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 200 BAYSIDE TR PIN : 06-117-23-22-0027 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 2 BLOCK 1 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : RETAINING WALL>4 FEET ACTIVITY : `-�� l�Y�(-. VALUATION : $ 7,000.00 NOTE: RETAINING WALL OVER 4 FEET NOTE: PRIOR TO RELEASG OF ESCROW MONEY,AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. IN[TIAL . ' - APPLICANT PERMIT FEE SCHEDULE 154.89 PLAN REVIEW 100.68 GONYEA HOMES STATE SURCHARGE(VALUATION) 3.50 6102 OLSON MEMORIAL HIGHWAY GOLDEN VALLEY, MN 55427- TOTAL 259.07 (612)741-9069 Payment(s) Minnesota State License#: BUIL-2459 CHECK 16060 259.07 OWNER Gonyea Homes 6102 OLSON MEMORIAL HWY GOLDEN VALLEY,MN 55427- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and 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. All provisions of laws and ordinances goveming 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 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be , � revoked at any time for due�cause. �� .: " j' -� �� _ �-, _ ��)� � � I)_,�� t-�� ` � , �� , � ��Applicant PeYmitee Signature Date Issue— d�ature Date City of urono [75U Kelley Parkway Drono MN 55356 952-249-4600 Receipt No: 3.013751 Jul 8, 2015 Gonyea Homes Previnus Balance: .OU PErmits 2015-00821 200 Bayside Tr 154.89 101-32510 Building Pennits Permits 2015-00821 200 Bayside Tr 100.68 101-34410 Plan Check/Site Exam Fees Permits 2015-00821 200 Bayside Tr 3.50 1G1-20802 Due to yovts-State �otal: 259.U7 Check Check No: 16060 259.07 Payor: 6onyea Homes Tatal Applied: 259.07 Change Tendered: .UO 07/08/2015 07:45AM CITY �F {�RONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS O Mailing Address: Permit number: ��S�d0�� ' �O PO Box 66 . / � Crystal Bay, MN 55323-006 Date received: �v — c3 ' � � StreetAddress:' Received by: F G� 2750 Kelley Parkway 'A� l�� Plan review fee: ��kESH��. Orono, MN 55356 �"`� 7I� � Main: 952-249-4600 Total Fee: �9, Q 7 Fax: 952-249-4616 ��;;•, ; ,� ;. ;s This application form must be completed in full and all required information must be submitted. Incomplete applications witl be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2C�G' ��Stc��' ��<< r� ; �i/U�^�, /I�� -S^'--�;5'J/ Will this be a Parade of Homes, Remodelers Showcase Hbme or other Display Home? � Yes ❑ No If yes, a special event pem►it is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service wi/!be required unless applicant demonstrates sufficient on-site parking is availabfe. Non-permitted events wil!not be aflowed. CONTRACTOR 1 APPLICANT INFORMATION: Name: L<<v►c�S�,,�e� �-(v�1�w��f�G'� State License# Expiration Date: Phone: (cell} ��SG �- j��j (o�ce) ��.- ZI(n-Z�'� Mailing Address: 3Z I ,�,�,d�.•��, y �¢✓,� City: �'�,;.�t �- ��,� ZIP: .�G�/ Contact Person: � ��,�,e� Applicant is: Contractor / Homeowner �c��e o�e� Email and/or Fax: ;Y�, � /,�--H y«ypr�u��,��t�d n�rN�c�c��-i, PROPERTY OWNER INFORMATION: Name: (��i►`�c� /�p-�,r.S Phone (day): ��_ •�y� _ ��j�q - �f h�:r► Address: (c.r�Z i'�/sor,_�1�...��..-;ti l N�� `�1,.....<<Y City: C�;ldr�� //��IP:._.�J S'ZZ Email and/or Fax ARCHITECT 1 ENGINEER INFORMATION: Name: CJ'►-ffv',�,l��t - �" �i r�/jG�vf'�i t��) ., 2 e✓'S Phone (day): - 4 ,� ' Address: �.vi � Cit : � v,�+�� ZIP: /�/� Email and/or Fax: � ,;' ', �.r,.,,. � _..,<< ; - �-l.ti PROJECT INFORMATION: Descri tion of pro�ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal 8� ,..,� Water Supply �New Construction ,�Single Family with ❑Accessnry Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence .Q(Private Sewer ❑ Other: (specify) ❑ Multiple Family!Condo �Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water "'Any earth movement may alsa require ❑ Commercial ❑ Storage MCWD review& permits. ❑ Industrial ❑Warehouse �j Private Well Minnehaha Creek Watershed District(MCWD} ❑ Other: (speCify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 - -a,, :a� Estimated Construction Valuation (excluding land) � � ��j � t � STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a, Length (ft.)= �� Number of bedrooms= � �Uood/Frame b.Width (ft.)= lcl:� Number of garage stalls: ❑ Masonry Areas in spuare feet Attached= � ❑ Metal ❑ Pole Bldg. c. Basement= �� Detached= ❑ ICF d. 15'Story = 'Z�'LZ ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. Y�Story = ❑ Other(please specify): g.Total Area= L'�� ' REQUIRED SUBMITTALS: All of the information must be submitted in order for your application#o be processed: Not Enclosed Ap ticable ❑ ❑ Buildin Permit Escrow A reement and Fees � D Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8'/�x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve -2 full size,to scale meetin ALL surve re uirements) ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documen#ation from MCWD statin no ermit is re uired O Ll Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide ail 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 iniormation 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 annua�ly update our records and records of other govemmental 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 $10,000 escrow to ensure completion of the as-built survey and all site improvements_ ApplicanYs Signature: l�� [o f�--'�' Date: b- Zt>- �J� Owner's Signature: Date: Last Updafed: January 2015 N � �� O � � 0� � � v � � N N '` �a �v � � 3 O tn � —. v � � � � a s` � m n � m -< O � 1 C/� � 7v � f�/1 K �. tQ. � � � W ��'� � (p � C/1 0 �p .0 3 < o�i cp � '' y � � � � _� , '�� Q. y r 0 G� � N f/� .. vyi m� � O ..m. p 3 �' � � fn 0' � ,-y« G1 �• � 'a 0 �7 � � o m =• � °' � ` ^` �. 3 _. � p—. ,.., a �a € �� M� o p �XDc �• . � � � � � � �' � � � � r � � ,r � a ��m� -� � � a °'• � � � < � �' y' rn p .n.. 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(/y � � � � " � EA E!� El�3 Efl ' O -�e. 0 � � � z � T� � � � � �, p � � � � � c - � � � � a � � � � �� 3 r: r., � Permit Application: Self-Checklist for Completenes� Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call � 952.249.4620 to scheduie a meeting with staff if you have question5 on application submittal requirements. M� Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment � Building Plans (to scale) x2 � Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: Permit #: Last Updated: January 2015 • Christine Mattson From: Christine Mattson Sent: Friday, June 26, 2015 10:15 AM To: 'Ethan Kindseth' Cc: Roger Peitso Subject: 200 Bayside Trail/#2015-00821 Attachments: Escrow Agreement- Building Permit w Erosion Control 2015-00542 &2015-00821.pdf Ethan, Attached is an updated escrow agreement combining the building and zoning permit applications. No additional escrow money is needed at this time,just a signature. Please have this document signed and ready for next week. For your information, engineering has reviewed and approved the survey and plans. The application is now with the building official for his review. Have a good weekend and we will talk to you next week. Chris� � Christine Mattson From: Adam Edwards Sent: Thursday, June 25, 2015 3:57 PM To: Christine Mattson Cc: Melanie Curtis; Roger Peitso Subject: RE: 200 Bayside Trail/#2015-00821 Approved From: Christine Mattson Sent: Wednesday, June 24, 2015 3:18 PM To: Adam Edwards Cc: Melanie Curtis; Roger Peitso Subject: 200 Bayside Trail / #2015-00821 Adam, We have received a survey and engineering for retaining walls over 4 feet in height. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ' MN ' S5356 (physical addressJ PO Box 66 ! Crystal Bay ' MN 'j 55323-0066 (mailing addressJ �' 952.249.4620 ` �, 952.249.4616 � cmattson@ci.orono.mn.us '. � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE W/LL BE CLOSED: Friday,July 3, 2015 1 Gonyea Homes — Bayside Meadows, 200 Bayside Trail, Orono, MN 55359 Scale: I"=10' . \ .\ .\ .\ .\ Gaie baWv ud 4 b 5 tt `\ ��Y O O O O O \\ O � O � O 0 �\ O'� � � 0 O � � � O � D O O � \\ O O � wd Iqws b gde � p D �\O O D 5�lty clay so�l type � � 0 10:1 grade above the u�alls � ° � o� � � o �� — �i� ' � � ;,a �O �c��. o � � o �o. � � ��,� o �o � �� - o � ° .�a �r�- 0 0 0 o . o � - ° � � �� 0 0 �� U O RA'm 3 Fl aRoed le'tt � � ��Q�. � V J Gra4e bwld�atepe p �� O �5�� O �yk wd��o voi. o p �+nr' 0 �' O �� O O � '~, O 10"'a°bda°v'b°"°°d . � o i �, ' �� o � {� va�`n'°i°aof° ,. .� � 4 � �.l o � �� 1�-�t t�;�'I � �x.��------�� nY - �� s � � =-�� :__, y �' ir ��I ,.��:.�;` � �� `�:_'� ,��,_-� � 0 �� o O ,f�� . 0 /� ° � ° � ° . �_�_o .��` � � /� �:' � g o � � � � ��. . = SCl� IMNQWS �(� f �V`GIN�f � RS �� : CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 �� TEL 651779-7700 7. �.�� /�� FAX 651 779-7114 www.criterium-schimnowski.com l +�7/_�/ �,G.� C� /` �� n �� T . �� a fcar C�� l�l��J�P�1,A E �rL - �. Q�O , PLAN CHECKED BY � r�ATE 7 �� . � ��,��, . ��'�n Section I�� a " � esota � � s�d�e,, � typical engineered sections for the boulder retaining walls at the �/�i /�[ I at the back of the house in single and tiered wall configurations, as �`'"` n is based on a site la out lan rovided b ) y p p y you via email on June vw�� ,/ be referenced for construction details. Special note should be �J1�� " e� � id the geosynthetic fabric (geogrid) length as measured from the q�-��s f� �.� �n -��a w� �� u /��,s ,�v, �rences for installation information, specifications, and details. t continuous joint planes in vertical directions. G��/(�a.{�f,�� G�� iore rocks below it with good flat-to-flat contact. ehind the drainage zone to 95%standard proctor. iind the stone to limit soil migration through the wall face. sist of clean 3/4" to 1.5"crushed stone � � �� the following: �ng driveway 0 6 feet 12", as noted • aoii conditions: Sandy Clay, friction angle= 30.0 degrees, unit weight of 120.0 Ib/ft3 • Allowable soil bearing capacity=2,500 psf • No surcharge loads behind the wall • Level at top and bottom • Boulder sizes:see cross section drawing • Geosynthetic Fabric Type: n/a Direct all surface drainage away from the wall. The wall design was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS �. 200 Bayside Trail, Orono, Minnesota � July 3, 2015 Page 2 of 2 published by NCMA in 2009. 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 PROVISIONS 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEG�UENCE AND INSTALLATION NOTES. 3. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 4. OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM 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. CRITERIUM 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 GLOBAUSLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE DESIGN OF THIS PROJECT FRICTION ANGLE UNR WEIGHT iYPE OF SOIL (DEGREES) (Ib/ft�3) REINFORCED BACKFILL 30 120 IMPERVIOUS FILL TOP BOULDERS, TYP. RETAINED BACKFILL 30 120 12" DEEP FOUNDATION SOIL 30 �pp (12" TO 18" BOULDERS REQUIRED BEARING CAPACITY = 2500 PSF ALLOWED FOR FINAL GRADE ADJUSTMENTS) /\�' LETTER,SECTION DESIGN BASED ON INFORMATION LISTED IN COVER j��/�� \��\�� SCHEDULE OF REQUIRED �e"-2a" MID—LEVEL BOULDERS, nP. �� B❑ULDER SIZES EXPOSED WALL B❑ULDER DEPTH, HEAVY WOVEN GEOTEXTILE HEIGHT MIN. FILTER FABRIC 3 FT, MAX BEHIND BOULDERS 4' 28' 5' 32' 24"-36" BASE BOULDERS 6' 36' �� 38� IMPERVIOUS FILL 8� 4�� 12" DEEP VARIES NUMBER OF BOULDER COURSES �� WILL VARY AS NEEDED �' � /•WALL EMBEDMENT = 6' MIN. ��/� i2'-is" TOP BOULDERS, n�P. i/��j\��/ � �,�� OPTIONAL 12" THICK SELECT GRANULAR WALL BACKFILL COMPACTED 95% SAND OR DRAINAGE AGGREGATE OF MAXIMUM STANDARD PROCTOR DENSITY 5 FT. MAX WALL BACKFILL COMPACTED 959' HEAVY WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR FILTER FABRIC DEPTH � BEHIND BOULDERS DENSIN ,`�t��,(j(��fJ ,'/' \`tii 40,SC1�1�• ''r WALL EMBEDMENT = 6' MIN. — �� ,j� ,,� — I ` •�;$i ;: 4" DIA. DRAIN PIPE gE ,,. OUTLET O END OF WALL N� � UNDISTURBED �I I I I I— I I=I I I—� OR O 40' CENTERS MAX � ��E� �*' S O I L � C O M P A C T D I S T U R B E D S O I L � � 4 0 f?A �'� '+ NO GRANULAR BASE TO 95� OF MAXIMUM STANDARD % d'�• • � PAD REQUIRED PROCTOR DENSI'fY, MIN. ��f.'�..._��.�.��`�a`' TYPICAL SECTION — GRAVITY BOULDER RETAINING WALL ��''�l�fn;�a°`�`'� SCALE: NONE Designed By; PROJECT NAME/ 20O BAYSIDE TRAIL / �R�N�, MINNES�TA Date� PDS L❑CATI�N; 7/3/2015 Checked By� CLIENT: LANDSCAPES UNLIMTED Pro ject No� PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 659 BIELENBERG DRIVE 15-1724 161 DLTNBAR WAY PHONE:651.779.7700 SC0.�e� MAHTOMGDI,MN 55115 FAX:651.779.7114 WOODBURY, MN 55125 Drawing NaMe� AS N❑TED pschimno@criterium-schimnowski.com PHONE: 612-508-1045 TIERED B�ULDER WALLS � o r SCHlMNO WSK1 f NG � NEf RS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651 779-7700 FAX 651779-7114 www.criterium-schimnowski.com July 3, 2015 Mike Kling Landscapes Unlimited 659 Bielenberg Drive Woodbury, MN 55125 REVO��E� fa�r C�1�?E �C�a�ri�� A �(�� RE: Boulder Retaining Wall Typical Section p�qN CHECKED BY ATE '� 200 Bayside Trail, Orono, Minnesota Project No. 15-1724 �� Dear Mr. Kling: This letter is being sent to discuss the typical engineered sections for the boulder retaining walis at the above location. The walls are located at the back of the house in single and tiered wall configurations, as well as along the driveway. This design is based on a site layout plan provided by you via email on June 18, 2015. The attached typical section(s) should be referenced for construction details. Special note should be made of the wall embedment depth and the geosynthetic fabric (geogrid) length as measured from the front face of the wall if applicable. Refer to industry standard practice references for installation information, specifications, and details. - Boulders shall be placed to avoid continuous joint planes in vertical directions. - Each stone shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: • Location: back of house and along driveway • Length: 120 feet, approx. • Exposed height:varies from 1 to 6 feet • Minimum embedment depth = 12", as noted • Soil conditions: Sandy Clay, friction angle=30.0 degrees, unit weight of 120.0 Ib/ft3 • Allowable soil bearing capacity=2,500 psf • No surcharge loads behind the wall • Level at top and bottom • Boulder sizes: see cross section drawing • Geosynthetic Fabric Type: n/a Direct all surface drainage away from the wall. The wall design was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls" (DMSRW) LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURALEVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAL/COMMERCIAL RETAINING WALL DESIGN&EVALUATIONS . • 200 Bayside Trail, Orono, Minnesota July 3, 2015 Page 2 of 2 published by NCMA in 2009. 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, � �� 1 � Paul Schimnowski, PE MN #40126 DESIGN PARAMETERS AND PROVISIONS 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 4. OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM 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. CRITERIUM 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. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE DESIGN OF THIS PROJECT FRICTION ANGLE UNIT WEIGHT TYPE OF SOIL (DEGREES) (Ib/ft�3) REINFORCED BACKFILL 30 120 IMPERVIOUS FILL REfAINED BACKFILL 30 120 TOP BOULDERS, TYP. �2" DEEP FOUNDATION SOIL 30 120 (�2�� TO 18'� BOULDERS ALLOWED FOR FINAL GRADE REQUIRED BEARING CAPACITY = 2500 PSF ADJUSTMENTS� \�\��\�� CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER �\�\�� LETTER. /�\��\� SCHEDULE ❑� REQUIRED 18"-24" MID-LEVEL BOULDERS, TYP. �/�\�//\�/ B❑ULDER SIZES EXP❑SED WALL B❑ULDER DEPTH, HEAVY WOVEN GEOTEXTILE HEIGHT MIN. FILTER FABRIC 3 FT. MAX BEHIND BOULDERS 4' 28' 5' 32' 24"-36" BASE BOULDERS 6' 36' � �� ) — � 38� IMPERVIOUS FILL VARIES —III I�1��I—II— 8' 42' 12" DEEP — — NUMBER OF BOULDER COURSES WILL VARY AS NEEDED WALL EMBEDMENT = 6' MIN. \�\j�\/�� /�//��/ � 12"-18" TOP BOULDERS, TYP. \/�\�/j\�% �� OPTIONAL 12" THICK SELECT GRANULAR WALL BACKFILL COMPACTED 95% SAND OR DRAINAGE AGGREGATE OF MAXIMUM STANDARD PROCTOR DENSITY 5 FT. MAX �� WALL BACKFILL COMPACTED 95% HEAVY WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR BOULDER i FILTER FABRIC DENSITY � `j�(�I(f I i 1�,��j DEPTH BEHIND BOULDERS \lti`14�.��'��/ ,�J��-' `�� ''f. WALL EMBEDMENT = 6' MIN. — _ = I I �II� � � — _ — �� `' •�:'�i`^,: — �,LL��LI � 4" DIA. DRAIN PIPE � S 3E — �� — T �Tyi II�II� OUTLEf � END OF WALL � � _ UNDISTURBED —I I I— I I—I I I—= OR � 40' CENTERS MAX � �t,jQ�� r' SOIL � COMPACT DISTURBED SOIL f 4013}) �� '� NO GRANULAR BASE TO 95� OF MAXIMUM STANDARD r��j'.� �,•� � PAD REQUIRED PROCTOR DENSIN, MIN. .�o -�f�y.��,,•,�'� ?�,`� TYPICAL SECTION - GRAVITY BOULDER RETAINING WALL ��`��pia�°�"�,?, SCALE: NONE - - --- - -- -_ __ _ ----- ._- -- _ _- --_ Designed By; PR❑JECT NAME/ 200 BAYSIDE TRAIL / ❑R❑N�, MINNES❑TA Date; PDS L❑CATI❑N� 7/3/2015 ' Checked By� CLIENT: LANDSCAPES UNLIMTED Pro ject No� PDS CRITERIUM—SCHIMNOWSKI ENGINEERS 659 BIELENBERG DRIVE 15-1724 161 DLJNBAR WAY PHONF,:651.779J700 SCCi�E�� MAHTOMCDI,MN 55115 PAX:651.779.7114 WOODBURY, MN 55125 Drawing Nar,e� FjS N�TED pschimno�c�criterium-schimnowski.com PHONE: 612-508-1045 TIERED B❑ULDER WALLS SOIL VALUES USED IN THE DESIGN OF THIS PROJECT FRICTION ANGLE UNIT WEIGHT TYPE OF SOIL (DEGREES) (Ib/ft"'3) REINFORCED BACKFILL 30 120 NUMBER OF BOULDER COURSES RETAINED BACKFILL 30 120 WILL VARY AS NEEDED FOUNDATION SOIL 30 120 I REQUIRED BEARING CAPACITY = 2500 PSF 18 T❑ 23 DEGREE CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER SETBACK, TYP. / IMPERVIOUS FILL LETTER. 12" DEEP TOP BOULDERS, nP. SCHEDULE ❑F REQUIRED (�2" ro is" BOULDERS B❑ULDER SIZES ALLOWED FOR FINAL GRADE /� i/�%/�%/�%/�%/� EXPOSED WALL B❑ULDER DEPTH ADJUSTMENTS) j///// //\\//\j\\j\\// HEIGHT MIN, ///j/� \��\�\\��\�\�: 4' 28' MID—LEVEL BOULDERS, TYP. �,�\��\�: 5' 32' 6' 36" SEE BOULDER SIZE SCHEDULE — 7' 38" FOR MORE INFORMATION III= — — 6' MAX. I I I—I I I—I I ��—��,�� .—� BASE BOULDERS �� I�I I I=1I I�I — WALL BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR HEAVY WOVEN GEOTEXTILE DENSITY BOULDER ��i FILTER FABRIC DEPTH BEHIND BOULDERS I I� I I I—I I I—I I�I I L='' WALL EMBEDMENT = 12' MIN, — _ — 1�, �1.L� ��,I��- — ��- ��I��—��—��—�� ,. - I 1=1 —I I'�I' ' I'-� � �� — 'I—I I I I—I I I—I I—I I — I�' 4" DIA. DRAIN PIPE �.r ��:i14 ._�' —�� ' OUTLET � END OF WALL UNDISTURBED �—I I I I I I I (—� �r OR � 40' CENTERS MAX `,�t�`jlt��'��/;�j� SOIL COMPACT DISTURBED SOIL �� +f o �.- NO GRANULAR BASE TO 95% OF MAXIMUM STANDARD �`� � ;�'�"��' PAD REQUIRED PROCTOR DENSITY, MIN. '- ' SE - REQUIRED BEARING CAPACITY = 2500 PSF �j�Q�y��M' ; %�r� ' a 48 i 3d " ,��. ''^ id�� : a' TYPICAL SECTION — 6' BOULDER RETAINING WALL (HEIGHT VARIES� �''o,��:��;?''�' SCALE: NONE 1 1� }, "'0� rr�mi�a� ��., Designed By� PR�JECT NAME/ 200 BAYSIDE TRAIL / ❑R❑N❑ MINNES❑TA Date; PDS L❑CATI�N� ' 7/3/2015 • Checked By� CLIENT: LANDSCAPES LTNLIMTED Project No� • P�S CRITERIUM-SCHIMNOWSKI ENGINEERS 659 BIELENBERG DRIVE 15-1724 161 DUNBAR WAY PHONE:651.779.7700 SC0.�2� MAH"IOMGDI,MN 55115 FAX:651.779.7114 WOODBURY, MN 55125 Drawing NaMe� AS NOTED pschimno@criterium-schimnowski.com PHONE: 612-508-1045 6' B❑ULDER WALL SECTI❑N �j ��--'� � `' � DATE TIME� �./C TY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��LS PERMIT NO. Z�15�C�G��S� � COMPLEfED ADDRESS 2 C��'' �" )� l C� .I� OWNER TELEPHONE r��y�� z�'�7 CONTRACTOR �` �'`"`"`�'J�" '�"-S ��ii 1� / / ' � DESCRIPTION �-,Lt ` �� `A�/ lN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v�F1A�AL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: �^ a �(/Orl� `o ti.n.�0�aL c �r U�,�F � 1 � J O � /�/� G�a k's co�,�l�z`c � 0 � W _ 1 � /��rom��lG kS'Tja� � Sw��.,. Q � 2 W � W ' - � �- �rv�,4� �s � �i�.Gt�Sv�v�7. J W ❑WORKSATISFACTORY:PROCEED /`�BOJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContractor on site: Inspector. � White Copylinspector's File Canary CopylSite Notice C�� DATE CITY OF ORONO CALLED IN '7�� INSPECTION NOTICE SCHEDULED � _ PERMIT NO. r - 7 /COMP�ETED � �`� ADDRESS �C� � ��S/�1_k' �/t OWNER TELEPHON� NO. S� Y�'.��'�J CONTRACTOR ��-t-�� ; DESCRIPTION ��l` ' l � l�� l r ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTtON Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ �FjPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICON�RACTOR TO MEET YOU:�.�YES_NO � COMMENTS: a /YI��- �lJd..�,t kJ� !-1 # � � j � . o - �r�.� ��lQ io v ry`� - � ^ G�e.t 1 4.•a rC �o r j'J��t Il '�-Gb w�/Xr7�P� O _ 7ri�Icc. ��csv�/JG/1 " W � Q 2 �� —{ �'�.z�i k 4.�. W � W � j W �NIdRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlCorttractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice �� -_'-� T TIM� CITY F ORONO CALLED IN � INSPECTION OTI E��a� SCHEDULED 7-�.3 -� � PERMIT NO. COMPLETED ADDRESS a �_-�� '� OWNER ELEP ONE NO9� - " ' �7 CONTRACTOR �' >; DESCRIPTION � ' � - �,` l� lt� ❑ FOOTING ❑ DEMO-FINA ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMB�NG I ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC iNSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: °` P�4 a 5�. - ,�/a5�c�i5 a�c t>�l( l�- d� o� . - 0 �Cs �4�s� ' �� -l� ��0��2A '�' -��¢�jv�c, � �. � ° � r/c.�--- e..t �!�( �l11� ��a•.••. holi�.e� t,��< W , , � �rco� '7a h�c��l/�.� � ,D�c�vrv` Q � (.i/.�i�EK 5!0�LO� �d� �Gc� y Z W � W � � d W ORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. � i w� � White Copyl�nspector's File Canary CopylSfte Notice �� DATE TIME CITY OF ORONO CALLED IN � _ ��. INSPECTION OTICE SCHEDULED 7—/D�S _� PERMIT NO.�� COMPLETED ADDRESS � � / OWNER T PHONE NO g`5��7�-2�0�7 CONTRACTOR �� DESCRIPTION � "`�'�� `/ ll� ❑ FOOTING ❑ DEMO-F AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING F�NAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a �4'�l!/�c� ti�c� o�" ��H op r �/ r/'t/�e�/' C'�'�`l Q �- �i��ved �c�vN¢s m � d�t�� ' � � 0 � W � Q � 2 W � W � J d W WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WIIL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerfContra on site: Inspector_ White Copyllnspector's File Canary CopylSite Notice �� DATE TIME ✓ CITY OF ORONO CALLEO IN 7 INSPECTION NOTICE SCHEDULED 7 9/ . �� PERMIT NO. '�� COMPLETED ADDRESS � ' iy OWNER TEL HONE NO.��75— �� CONTRACTOR � DESCRIPTION , � �� tl� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS �,Z, ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O �. � O .�r / W � Q � 2 W � W � j d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARfiANGE ACCESS. Call for the next inspection 24 hours' n . ( 2) 249-46�0 OwnerfContractor on site: Inspector. White Copylinspector's File Canary CopylSite Notice