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HomeMy WebLinkAbout2015-00312 - retaining wall . CITY OF ORONO * 2 0 1 5 - 0 0 3 1 2 * ` 2750 KELLEY PARKWAY DATE ISSUED: 04/17/2015 ORONO,MN 55356- 95 249-4600 FAX: 952 249-4616 ADDRESS : 1135 PINE VI�W DR PIN : 28-118-23-42-0008 LEGAL DESC : PINE VIEW : LOT 2 BLQCK 1 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIA�, CONSTRUCTIOPi TYPE : RETAINING�JVALL<4 FEET NOTE: RETAINING WALL UNDER 4 FEET NOTE: PRIOR TO RELEASE OF ESCROW MONE�Y,AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. INITIAL: APPLICANT RETAINING WALL<4' S0.00 SOUTHVIEW DESIGN i ENGINEERING REVIEW COSTS 2383 PILOT KNOB ROAD TOTAL 50.00 EAGAN,MN 55122- ' Payment(s) CHECK 50.00 (651)203-3007 OWNER VANYO,MICHAEL _ 6733 URBANDALE LN N MAPLE GROVE,MN 55311- AGREEMENT AND SWORN STATE�VIENT The work for which this permit is issued shall be performep according to the approved plans and specifications,applicable Ciry appqovals,and the State Building Code. This permit is for only the work desCribed and dces not grant permission for additional or related work which nequires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.Thi�permit will expire and become null and void if consWction authorized is not commenced within 180 days of the date of issuance,or if conswction 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 conforcnance with the State Building Code.1'�is permit may be revoked at any time for due cause. �'�/� `�' ��- 2� � S �/ 7 � /.S Applicant Permitee Signature Dalte Issue y Signature Date � ,`� City of Orono Zon�ng Permit A lication O Mailing Address: Permit number: ������ l� PO Box 66 Date received: � � � � �0 Crystal Bay, MN 55323-0066 Escrow#and �`� � AA � O Street Address: amount: �1'�� W � � Oro�o, MN 5 arkway--__. �emiit_F�e: _ _ _ ---,� . — Y- _ _ _ ____ _ -- — -- ----- — Gti 356 `cl Approved by: qkFSH��� Fax: 952-249-4616 Notes: Main: 952-249-4600 �•ci.orono.mn.us - This application form must be compl�ted in#ull and all>requii-ed°inforrnation must be s itted. (Alease pr+r�t:) Job Site Address: i �3 5 �;+�c. v i t�� 1�i'��r ���'�►`� CONTRACTOR/APPLICANT INFORMATMON: Name: -�h � w � Phone: -ap - Fax: S - �t5 S� � Address: ;1 R Cit : c� Nci IP: S 2 Contact Person: � a,✓ ContacYs phone n r 651 -�S� -5 S'r<e Email Iv�bkr'�ow `Cw r' • Co� Applicant is: ontractor Homeowner (CircleOne) _� PROPERTY OWNER INFORMATION: Name: M; , \/o�►N Phone (day): (c�2-q!o(-S K35 Mailing Address: Z�P� Email and/or Fax - . t/ < < Overall Project Description: 1 � wo�.��5 �o�l� f c� �O.r� SCo� CBoxk T PE OF PERMIT COST* Dock, Residential—Permanent ock on any lake or initial seasonal dock not on $50+engineering review costs Lake Minnetonka ermanent d k re uires CUP Dock, Commercial $50+engineering review costs Escrow for erosion controLand en ineerin review costs $2,000 Hardcover Permit: Driveway, atio, Sidewalk, Etc. (New or Replacement) No charge Also re uired is a Minor or Ma'o Land Alteration Permit Land Alteration, Major(gradin , filling,or excavating) more 500 cubic yards or $50 more than 10 cubic yards in lak�shore setback (also requires CUP) Escrow for erosion control and en ineerin review costs As determined b CUP Land Alteration, Minor(grading, filling or excavating)—500 or less cubic yards $50+engineering review costs outside of lakeshore setback or less than 10 yards in lakeshore setback Escrow for erosion control and en ineerin review costs $2,000 Retaining Wall measuring und�'r four feet require a zoning permit. $50+engineering review costs / Retaining walls measuring more than four feet(from bottom of footings to top of �� wall)require a building permit. (Tiered retaining walls are considered one wall unless the walls are separated by twice the height of the lower wall.) Escrow for erosion control and en ineerin review costs $2,500 Stairway to Lake (New or Replacement) $50+engineering review costs Escrow for erosion control and �ngineering review costs $2,000 Structure Permit for other structures not requiring a building permit but $50+engineering review costs regulated by the zoning code(including, but not limited to accessory building of less than 120 square feet, detached deck or platform and sport court) Escrow for erosion control and �n ineerin review costs $2 500 Tree Removal or other ve etation removal in 0 to 75 foot zone No char e. Tem ora Construction Office/Trailer associated with buildin ermit $30 (over) *Permit fee will be collected when the permit is issued. Updated: November 30,2012 � s.—,. - gOUTHVIEW vDESIGNY (nndscape rontractors Matt Gerken Project Manager 2383 Pilot Knob Rd. St.Paul,MN 55120 651.203.3051 • 651.455.1734 651.373.2136 m gerken@southviewdesign.com � � APPLI'CANT/OWNER ACKNOWLEDGEMENT: • Applicant/Owner agrees to provide all information required or requested by the Planning Department; • Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; • ApplicanUOwner certifies that the infqrmation 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 buk to reject it until it is complete; • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; ----•--Applica-ntlQwn-e�-undeKstands-tk�eir-pro}ect-may-requir-e-a�-inFtial and as-built suFvey per-Gity-Gode-�ection-86-68.---- ----- • 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 overnmental a encies re uired b law. If ou refuse to su I the information, the a lication ma not be issued. The undersigned certify that the information supplied is true and correct to the best of their knowledge. Applicant's Signature: ' � � _ Date: �- I � ' a24/S Property Owner's Signature: Date: SUBAAISSION REQUIREMENTS: Except for tree removal permits, all permits TYPE OF PERMIT: require a completed application form, escrow agreement(signed by the property owner) and escrow check from owner, two copies of all plans, and three copies of all grading plans or surveys/site plans Dock, Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Dock,Commercial 1. Structural plans for the dock 2. Survey showing the proposed location of the dock 3. Copy of LMCD permit Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations, existing and proposed 3. Plans Land Alteration, Major 1. Plans as approved by Conditional Use Permit 2. Erosion control plan or copy of MCWD Erosion Control Permit Land Alteration, Minor 1. Survey/grading plan including existing and proposed contours (Less than 10 cu.yds. within 75'of 2. Amount of fill to be imported and/or exported and haul route lake or less than 501 cu.yds 3. Amount of earth to be moved around on site elsewhere.) 4. Erosion control ptan or copy of MCWD Erosion Control Permit Retaining Wall 1. Plans for wall(s) , 2. Unless repair or exact replacement of existing wall, submit an updated survey with grading plan including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control lan or co of MCWD Erosion Control Permit Stairway to Lake 1. Construction plans for stairway, including footings 2. Topographical survey of property with proposed stairs shown 3. Erosion control plan or copy of MCWD Erosion Control Permit Structure Permit 1. Construction plans. 2. Survey of property with proposed structure shown and with setbacks to property lines, other structures on property and the septic system indicated. The general location of any sewer and water services should be shown if applicable. 3. Grading plan if grading is proposed. 4. Hardcover calculation worksheets 5. Erosion control lan or co of MCWD Erosion Control PeRnit Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan/ mana ement lan re uired for clear cuttin , buckthom or other intensive ve etation removal. Updated: November 30,2012 ' PLAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS Address: ` k� �� 1 I�C.J v ( �V � ' Description of work: l.-�l Type of permit: Zoning review by: Date Approved: ' � � � Grading review by: � WQr � Date Approved: -f' '�✓ Other Review, Reviewed by: Date Approved: Zonin Information: Zoning File#: Resolution#: Resolution DatP� Lot Area: SF/AC Width: `' � n ) �\A����i Survey Submitted? Yes 0 No Date of Survey: �� + �� /��� �( 1 Existin Setbacks: `� \ Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) `� �nd Side Side � � _�;�n(�N ����d� Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff 0 Yes 0 No � N/A 0 Yes No O Yes �No 0 Yes � No /A Permit Number: ��— Setback: h QJ�I 1�1.01N�- �(M I�' Stormwater Quality Existing Proposed Variance Require CUP Required Overlay District Tier Hardcover Hardcover 0 Yes No 0 Yes � o _.,.....__�_...T�_ -�---�---• TYPe�s): TYPe�S): File# File# ; Updated:January 2013 z:\forms\old stufflplan review checklist for zoning permit applications 2013.docx Earth Movement - Cubic Yards In Out Total Haul Route? ? 0 Yes � No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required Permit Fee Amount � � ❑ Site Escrow Amount � Hardcover Removal ❑ Footing � � Poured Wall Escrow Agreement received? ( �n�( As-Built Survey 1� � Yes 0 No rn� � anting Plan � 0 Wetland Buffer Escrow Money received? � � Final � Yes � No �D � Other(specify) \� Engineering review needed? � Yes � No �� ��� REMARKS (in-house): Other Review: Reviewed by: Date Approved: EMARKS (TO BE NOTED ON PE MIT AND INITIALLED BY PERSON PULLING PERMIT) ' u Q - � f �Gr✓ . Updated:January 2013 z:\forms\old stufflplan review checklist for zoning permit applications 2013.docx Christine Mattson From: Adam Edwards Sent: Thursday, April 09, 2015 1:46 PM To: Christine Mattson Cc: Melanie Curtis; Lyle Oman Subject: RE: 1135 Pine View Drive/#2015-00312 Crhis, I have reviewed the subject landscaping plan and retaining wall design. The plan and design are approved. Adam From: Christine Mattson Sent: Tuesday, April 07, 2015 7:59 AM To: Adam Edwards Cc: Melanie Curtis; Lyle Oman Subject: 1135 Pine View Drive/ #2015-00312 Adam, On March 17th we received a landscape plan for the new home under construction at 1135 Pine View Drive, however the landscape plan was not shown on a survey. On April 2"d we received the landscape plan shown on the survey. Please review and provide comments by April 14, 2015. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono � MN � 55356(physica/addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing address) '�' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � ��'Cl www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, May 25, 2015 1 �. CIVI LDESIGl�T � � �::v .. r � �: . . -� .-� �_ �, �RONO COPY INNOVATNE ENGINEERING SOLUTIONS I � .P'� ��� �,, March 11, 2015 '��5_ Q��'L, Matt Gerken Southview Design RE: Vanyo Landscape Retaining Walls(15-0136) Orono, Minnesota Design Assumptions: Boulders, 15.0°Wall Batter , Coulomb Design ' Live Load: 50 PSF Dead Load: 0 PSF Toe Slope: None Back Slope: None Seismic: N/A Bearing Capaciry: Approximately 1,500 PSF Soil Design Properties: � y c Retained Soil 34° 120 PCF 0 PSF (Select Granular) Foundation Soil 26° 120 PCF 0 PSF (Sandy Lean Clay) Notes: No soils information was provided for this final 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 by the project geotechnical engineer 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 provided by Matt Gerken of Southview Design. 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 Laura R. Blonigen Project Engineer Civil Design Profe,sionals . 8609 Lyndale Ace.S.,Stiite 300 Bloomiugton,MN 554Z0 . Offi�e(952)iO3-53t2 . www.cdp-u�.�on, � DATE TIME � , CITY OF ORONO C.C�ED IN ;, �� INSPECTION NOTICE SCHEDULED /� -�,i '� PERMIT NO.�������� COMPLETED ADDRESS � �� �/���!j .) ���_ OWNER TELEPHONE NO. �37�1-� CONTRACTOR � c,(1•C.c1 , ` � DESCRIPTION �T I� � � �,Q l�E"-1�� W t�90TING ❑ DEMO-FINAL /s � ❑ POURED WALL ❑ SEPTIC FIN Q ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SE ER HOOK-UP ❑ DEMO-SITE ❑ HARD COVER REMOVAL �t ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YpU: YES_NO � COMMENTS: �— � ����—�v l�Jz�! - �e✓ a�es;� � ^ �ov � �f�.:�,�.%t ra�� �r- �6�« e,. 0 � � . � � s ki�6� i ` ,� ,Y.�- - h ,�e 0 � W Q OK �— �'a kf�K 4.p J' � 2 W � W 2 J d W� ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP OFiDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑ INSPECTION REOUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector.�� •-� �— �� _ �qA�E TIME CITY OF ORONO CALLED IN o�/ INSPECTION NQTICE /j� �CHEDULED PERMIT NO.��`�-`�✓� MPLETED ADDRESS �l J�� ���-� v�� � OWNER LEP NE NO. r CONTRACTOR I�� I�Z� � � DESCRIPTION W ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: a ��� �O i n� �-� �dG.x-� �6/ - o - r'b�,f� ,��C,�/� _ �e v G�e s .�� �. . � - � r�c -� e� �e , ' - O � a ��' v � � / Ol/ � W � Cr,sa��st �.�v �F-� �Gn,F — � a � _ �� �" ca rt�; n � W � � J � KSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT D CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52 j 249-460� OwnerlContractor on site: ` Inspector. �-���n �- � _..._ , � �� CITY OF ORONO CALLED IN _ INSPECTION NOTICE � SCHEDULED _h I'� I �� O�� PERMIT NO. ��S -�`3 2 COMPLEfED ADDRESS �\ 3� \-�� �1�v �c w ���� OWNER ��=�-«u �- TELEPHONE NO. CONTRACTOR 'J������ �-�`�-� � � ��s�� � DESCRIPTION ` `� ��---��z-- � �s-s-- C����,�y-' W ❑ 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 INSPECTION i ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS �, ❑,JNSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 9q FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � n AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YOU:�YES_NO � COMMENTS: 1 `w��� l.l)l-�-C- Y�C� lu� ��-�' � � C ��,��k� ���� ���� �� �v - 37 � - � v3� o�f�l�ne a D ��-/�` - � � �v l�'//'o�od� GrA/Arov�P C��y .r�l�iit ^�— Q � �� � z � v c . S,�ive -� W �`� ✓ rc� "�—S�GeL��o—� � � J d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (g52) 249-46�0 OwnerfContractor on site: Inspector. �/�-- White Copyllnspector's Ffle Canary CopylSite Notice � � �� �� -�DATE TIM ,, � ��7/l5 CITY OF ORONO C LLED IN � INSPECTION N9�I E Z SCHEDULED �� PERMIT NO. C-L '�� COMPLETED ADDRESS � I �� 1�1�' U ��� �� OWNER TELEPHONE NO.�C�J� `, 7��/3(0 CONTRACTOR � � ' ^ _ �� - f f �� `� �, DESCAIrTlO � I�c� �l k�lt.-r I,�''� lI � lN ❑ 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 INSPECTION Q ❑ F ING ❑ MECHANICAL FINAL ❑ PROGRESS � SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP Q S BUILT-SURVEY ❑ SEWER HOO ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ PTIC I TALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:�YES NO � COMMENTS: � W a J �-' �' Z "� 0 �. � 0 � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN 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. (952) 249-4600 OwnerlContractor on site: Inspector. � ' White Copyflnspector's Ffle Canary CopylSite Notice C] m F- W X � K � � i � � � � � rL U / u`� 0 J � V O F- z � � ° GENERAL NOTES: GENERAL NOTES: � H DESIGN PROV[SIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTINUED) �- � 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER � 7�HE PREPARATION OF THE STRUCTURAL CALCULA7�IONS FOR THE OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS N BOULDERS RETAINING WALL SYSTEM: WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A � QUALIF[ED GEOTECHNICAL ENG[NEER/TECHNICIAN SHALL BE CONSULTED o � � 'Y SOIL TYPE IN THOSE MATTERS YERTAINING TO THE SOIL CONDITIONS AND WALL o PERFORMANCE. ¢ RETAINED SOIL c (WALL 4) 40° 0 PSF 120 PCF 1"CRUSHED STONE 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED o BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY r COMPACTED EMBANKiviENT MATERIAL SHALL BE REMOVED AND REPLACED o RETA[NED SOIL Z6° 0 PSF I ZO PCF SANDY LEAN CLAY AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO � (WALLS 1,2,3&5) PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. w � FOUNDATION SOIL Z6° 0 PSF 120 PCF SANDY LEAN CLAY 4. ALL WALL EXCAVATION AND RETAINED SO[LS SHALL BE INSPECTED FOR � U SHEE I� INDEX GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS � NO SOILS INFORMATION PROVIDED. A SUBCUT MAY BE REQUIRED AND REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL � S7�RUC7URAL FILL SHALL BE PLACED AND COMPACTED TO PROVIDE AN CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. N ADEQUA7�E BEARING FOUNDATION. SHEET DESCRIPTION x '' S. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE 0 2. THE WALLS ARE DESIGNED TO MEE7 THE FOLLOWING DESIGN PARAMETERS 1. TITLE SHEE'T' ENGINEER, MEETING THE MINIMU�t REQUIREMENTS OF THE APPROVED o AND MAXIMUM SURCHARGE LOADINGS: 2. SITE PLAN DESIGN PLANS OR SPECIFICA7�IONS. _ � UN[T TYPE: BOULDERS 3. BOULDER WALL SECTION A-A 6. ALL SO[L BACKFILL SHALL BE TESTED BY THE GEOTECHN[CAL ENGINEER � DESIGN METHOD: COULOMB 4. TIERED BOULDER WALL SECTION B-B FOR MOISTURE, DENSITY, AND COMPAC7'ION PERIODICALLY (EVERY 2' z LIVE LOAD: 50 PSF VERT[CALLY, 100'-200'C/C)MEETING 7�HE M[N[MUM REQU[REMENTS OF THE � DEAD LOAD: 0 PSF APPROVED DESIGN PLANS OR SPECIFICATIONS. N TOE SLOPE: NONE ° BACK SLOPE: NONE 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUAL[TY CONTROL � SEISMIC: N/A FOR THE CONSTRUCT[ON OF 7�HE WALL TO ASSURE COMPLIANCE WITH o HYDROSTATIC: N/A(DRAINAGE PROVIDED) CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF [TS QUALITI' � 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF CONTROL. ¢ SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN 8. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE o ON THE WALL PROF[LES WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. VERIFIED BY 7�HE ENGINEER IN THE FIELD FOR CONFORMANCE WITH � LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE APPROVED DES[GN PLANS.ANY REVISIONS TO THE STRUCTURE GEOMETRY o GEOTECHNICAL ENG[NEER AFTER FOUNDATION EXCAVATION AND PRIOR OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO � TO WALL CONS7�RUCTION. PROCEEDING WITH CONSTRUCTION. z U � SUGGESTED QUALITY ASSURANCE PROVISIONS: 0 � ? l. MULTIPLE CONTRACTORS(FENCE,WALL, GRADING, ETCJ MAY BE USED TO m COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. < PLANS DO NOT DEFINE SCOPE OF WORK FOR INDNIDUAL ENTITIES. SEE � CON7RACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK 0 THAT WILL BE PROVIDED BY ALL PARTIES. F- Z C� a pe�;x„<d�r- �'«,le«= keg"��a"°°No 1 hereby certi [hat this I i,sp ifica[ion,or report was prepared by r N�. oa« a<.•���o�� nti �5493 LRB me or under �y dir t, pen�':ion and that I am a duly Licensed o VANYO LANDSCAPE U ��� � � 1 �R�NO,MIT1T1 ES�Tl� Prutessional n_�� �c r e laws of the State ot Minnesota. � Scale: Projett No: � 15-0136 N.T.S. � 1� 1< <> 1� i� �- �• � C� '� ;� l. ;� 3 rae: � 4 tK09 LYNDALE AVENUE SOUTH.SUI'Iti NO BLWMIN4TON.MN 5512e Ua[e: � T TT F Shce[No: /�/� � PHIJNE:(952)103531tIFAX�(76)1J92-19N91WEB31TE�WWW.CDI'-US.COM 5 UAR����QIS •�++�+� ����� "� 11�ati�- V�/�� Qsr�so�v��N�„�soN.asu,c.u.a...a��oEs�oNrnov�ss���nn�s 6 1 MICHAEL R.JOHNSON,P.G. ��35 ��n�-Yi c�v �r• � 2(�15-aU312. ° NOTES: m � L THE SITE PLAN SHOWN IS FOR ILLUSTRATNE PURPOSES ONLY. IT WAS �,,,,,s3�, 0 � REPRODUCED FROM SOUTHVIEW DESIGN SITE PLAN DATED 11/4/14. �,5�'" ''�.,; � ° 0 20 40 60 z 2. THE APPROXIMATE LOCATION OF UTILITIES KNOWN TO EXIST AS � SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION � AVAILABLE AT THE TIME OF PLAN PREPARATION. � GRAPHIC SCALE IN FEET � 0 3. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING Hiy`'a ° UTIL[TIES TO ENSURE THERE ARE NO CONFLICTS.THE ENGINEER SHALL � o BE CONTACTED IF CONFLICTS ARISE AND AN ALTERNAT[VE DESIGN MAY � BE REQUIRED. U a O F- W _ � � z 0 � x � � i 0 x � 3 � � w x `` 4 0 o � ¢ >rz� r � O �' �:: p � �§ U ` y� � . m � j � d �-.../� / \ U �� ;, � \ � � � � � � T L � � O o � 3 w � x � � z � � W � �4 U z �, m ,� U z _ � o ;; � _ � � � �� / ¢ ° 1 '� ,r��==� o ,.,°� �'� � � 2 v � � 0 � •> � m � � � �����\111%����A UI/� o � ; �A �y\�i�//i �i . . , .. � 2 ;' ---- -;���_. � , -=% - � Know whaYs�@�OW. � �� " � � �� � � � � � � Ca�� befcr . . ;,;� � U � �e�cQ��d ey: e.o}e«: a���«�ar�o�No: I hereby certi [ha[this 1 ,sp ification,or report was prepared by �. No. �a�e R�����o� � VANYO LANDSCAPE >' P Y � ^� � LRB 25493 me or under � dir t. erv:ion and that L am a dul Licen,ed ,,, ���L������ 1 �]Z��]Q �y]��]�]ES�']'/j Professional n �t �d r t e laws of the S[ate ot Minne,ota. c r ��� LJ � Scale�. Pmje�e No: � > � 3 ]"=20' 15A136 � 1 It (7 }� �_ c . I (7 .'�� ,�1 1, ` 4 �rae. eh)9 LYNDALE AVENUE SOU'ili,�Ullti 20o BLOOMINGTON,MN 55420 Date: Sheet No: �I ,_ f— � eHONe�ivsn wis3iz i Nnx:aei�n9x.i9e9 i weasrre,unvw.cu��-us.wM 5 MAR 1 1,�015 SITE PLAN � t>,�e, � M.:�K 4 .ncso�vnoHirn�,�v�x,H.a.sw�.�„�a.um�u�s,�.n�a.�.,s.n�xn�s 6 � MICIIAGL R.JOkIN50N,P.F. I 13 5 j i ri� ���uJ .�✓' �o�s-�'l� °w NOTES: RETAINED BACKFILL(WALL.S 1,2,3&5): DRAINAGE ACGREGATE/RETAINED BACKFILL(WALL 4): = 1. THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION. THE WALL HEIGHTS, l. RETAINED BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC 1. DRAINAGE AGGREGATE SHALL HAVE AT LEAST TWO (2) � ELEVATIONS, TOE SLOPES,AND BACK SLOPES VARY ACCORDING TO THE ELEVATION MATERIAL MEETING THE FOLLOWING GRADATION(PHI=26°): FRACTURED FACES AND NOT BE RIVER ROCK OR PEA GRAVEL. � PLAN AND SITE PLAN RESPECTNELY. SECTIONS AND DETAILS APPLY TO SAME AND SIEVE SIZE %PASSING 2. DRAINAGE AGGREGATE SHALL CONSIST OF CLEAN 1" CRUSHED � SIMILAR CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 2" ]00 STONE MEETING THE FOLLOWING GRADATION: Z 3/4" 100-75 SIEVE SIZE %PASSING � 2. UPON EXCAVATION, WHERE UNSUITABLE AND/OR EXPANS[VE SOILS ARE FOUND, NO.4 20-]00 1" 100 � SUBCUT TO MINIMUM DEPTH AS REQU[RED BY THE ONSITE GEOTECHNICAL 3/4° 100-75 o ENGINEER AND REPLACE WITH SUITABLE STRUCTURAL FILL TO ACHIEVE THE N0.200 0-60 � REQUIRED BEARING CAPACI7Y. THE STRUC7URAL FILL SHALL BE COMPACTED IN 6" NO.4 0-10 oLIFTS TO A MINIMUM 95%STANDARD PROCTOR DENSITP(ASTM D698). PLASTIC[TY INDEX(PI)<20 NO.50 0-5 ° 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED.ACTUAL LIQUID L[MIT(LL)<40 > LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE DRAINAGE v CONDITIONS AND OSHA REGULATIONS. MATERIAL.IT MUST HAVE<5%FINES PASSING THE NO.200 SIEVE. o BOULDER DEPTH SCHEDULE(WALLS 1,2,3&S): ONSITE MATERIAL IS ACCEPTABLE IF[T MEETS THIS CRITERIA. W 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY WALL HEIGHT(H): BOULDER DEPTH(D): z REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. 0-4 24" o NOTES: z S. THE WALLS ARE DESIGNED WITH A MIN[MUM IS° WALL BATTER USING COULOMB S 28� H1 = EXPOSED WALL HEIGHT � EARTH PRESSURE THEORY MEETING THE FOLLOWING MINIMUM SAFETY FACTORS: 6 32° H = EXPOSED WALL HEIGHT PLUS EMBEDMENT DEPTH OVERTURNING 15 � SLIDING 15 D = MIN[MUM BOULDER DEPTH � BEARING 2.0 w `� 6. THE WALL REQUIRES A MINIMUM 1.0'OF EMBEDMENT. � x p 7. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL HEIGHT o AS SHOWN IN THE BOULDER DEPTH SCHEDULE.A SMALLER BOULDER MAY BE USED ¢ AS A 7�OP BOULDER(D/2)FOR FINISHED GRADING PURPOSES,24"MINIMUM. r c ° 8. BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES[N VER7�ICAL OR � LATERAL DIREC7�IONS. EACH BOULDER SHALL BEAR ON TWO OR MORE ROCKS z BELOW IT,W[TH GOOD FLAT-TO-FLAT CONTACT.VOIDS SHALL NOT EXCEED 4 INCHES. 8"LOW PERMEABLE SO[L � SMALLER BOULDERS SHALL BE USED TO FILL ANY VOIDS GREATER THAN 4 INCHES. U �, D/2 � 9. A MINIMUM 8 OUNCE GEOTEXTILE FABRIC SHALL BE PLACED BEHIND BOULDERS � DURING CONSTRUC7�ION TO PREVEN7� DRAINAGE STONE FROM UIGRATING , � BETWEEN BOULDERS. - � � ' RETAW ED SOIL � 10. 4" DIAMETER CORRUGATED PEREORATED PLASTIC DRAINPIPE WRAPPED WITH A 12"MIN DRAINAGE ZONE � _ � GEOTEXTILE FABRIC [NSTALLED AS LOW AS POSSIBLE WITH POSITIVE DRAINAGE. (1"CRUSHED STONE) � � OUTLET AT ENDS OF WALL. o x ` . ;- -- _ APPROXIMATE L[MITS 0 11. TO PREVENT PONDING OF WATER, POSITNE DRAINAGE SHALL BE PROVIDED AT THE � = TOP AND BOTTOM OF RETAINING WALL. INSPECT EXCAVATION SLOPES FOR ACT[VE • . OF EXCAVATION FIN[SHED GRADE � SEEPAGE AND PLACE ADDITIONAL DRAINS WHERE SEEPAGE OCCURS. n� I� • � i � 12. BACKFILL SOILS PLACED BEHIND THE DRAINAGE ZONE SHALL BE COMPACTED IN ' • : 8 OZ.FILTER FABRIC � z MAXIMUM 8 INCH LIFTS "fO A M[NIMUM 95% STANDARD PROCfOR DENSITY (ASTM ti ; • • (SEE NOTE 9) �- -� m D698). IF AN AL7ERNATIVE COMPACTION EFFORT IS REQU[RED FOR 7�HE 12"MIN ' �� •, -. y SEE NOTE 3 � LANDSCAP[NG FEATURES, USE WHICHEVER IS MORE STRINGENT. CDP DID NOT ? ANALYZE ANY COMPACT[ON EFFORT REQUIRED FOR ANY BUILDINGS OR D \ � LANDSCAP[NG FEATURES. \ / � � 13. DO N07�BR[NG HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3 FEET OF THE 1 � / I 1 \ / 1 � �. � � � � BACK OF THE PROPOSED RETAINING WALL. ONLY HAND-OPERATED COMPACTION 1 ���/ 1 1 \ � 1 � EQUIPMENT(E.G.TAMPER,PLATE COMPACTOR,SHEEP'S FOOT ROLLER)SHALL BE USED � o WITHIN 3 FEET OF THE BACK OF WALL. � 14. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LIFT OF BACKFILL TO SUBCUT(SEE NOTE 2) 4"DIA DRAINPIPE(SEE NOTE 10) o DIRECT SURFACE RUNOFF AWAY FROM THE WALL.DO NOT ALLOW SURFACE RUNOFF z FROM ADJACENT AREAS TO ENTER WALL CONSTRUCTION AREA. BOULDER WALL SECTION A-A 0 � 0 � > U r m v 0 0 F- S U it �e=����<��BS` p«f«�- Reg"'�a°°°N°' I hereby certi that this I ,,p ification,or report wa,prepared by cr, No. Dacr R�wi�io�� 6y 7549i LRB me or under iy dir t pen�':ion and that I am a duly Licensed o VANYO LANDSCAPE U 1 (�R(�N�,MINNES�7'f� Professional n 1 i d r e laws of the Stare of Minnesota. � IVIL z 5�a�e P�o�e«No � ) , 3 1/4"_]' 15-0136 I �. �> >� f: � � tr� ��� n �_ � r,���, � 4 pa��, Sheet No: /�/��/�/� M t'409LYNDALEAVENUESOUII-I,SUITE2COBLWMINC7DN,MN55120 BOULDER WALL SECTION A�A Date: V�/��/W� PHl)NE:1952110153121FAX�(763)39L1989�WF;BSITE�NRVW.CI)P-U3.IX)M � uf{{Z11�7�15 � 4 snaeo�viwn�notvse�ox.as.wcna,.cm�m.s<.xra��.vsx�r..�, � MICIIAEL R.JOHNSON,P.E. ll 3� /�r,�.�, �i eu� .�l'' �1o�s-��-�� ° NOTES: RETAINED BACKFILL(WALLS 1,2,3&5): DRAINAGE AGGREGATE/RETAINED BACKFILL(WALL 4): z 1. 7�HE SECTION SHOWN IS A REPRESEN7�ATIVE WALL SECTION. THE WALL HEIGHTS, �� RETAINED BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC 1. DRAINAGE AGGREGATE SHALL HAVE AT LEAST TWO (2) , � ELEVATIONS, TOE SLOPES,AND BACK SLOPES VARY ACCORDING TO THE ELEVATION MATER[AL MEE7�ING THE FOLLOW WG GRADATION(PHI=26°): FRACTURED FACES AND N07 BE RIVER ROCK OR PEA GRAVEL. � PLAN AND SITE PLAN RESPECTIVELY. SECTIONS AND DETAILS APPLY TO SAME AND SIEVE SIZE %PASSING 2. DRA[NAGE AGGREGATE SHALL CONSIST OF CLEAN 1" CRUSHED � SItitILAR CONDI710NS UNLESS SPECIFICALLY NOTED OTHERWISE. 2" 100 STONE MEETING THE FOLLOWING GRADAT[ON: p 3/4" 100-75 SIEVE SIZE %PASSING 2. UPON EXCAVATION, WHERE UNSUITABLE AND/OR EXPANSIVE SOILS ARE FOUND, ]" 100 � SUBCUT TO MIN[MUM DEPTH AS REQUIRED BY THE ONSITE GEOTECHN[CAL N0.4 20-100 o ENGINEER AND REPLACE WITH SUITABLE STRUCTURAL FILL TO ACHIEVE THE N0.200 0-60 3/4" 100-75 �- REQUIRED BEARING CAPACITY. THE STRUCTURAL F[LL SHALL BE COMPACTED IN 6" N0.4 0-]0 o LIFTS TO A MINIMUM 95%STANDARD PROCTOR DENS171'(ASTM D698). NO.50 0-5 � PLASTIC[TY[NDEX(PI)<20;L[QUID LIMIT(LL)<40 ° 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED.ACTUAL � > LIMI7�S AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE DRAINAGE � CONDITIONS AND OSHA REGULATIONS. BOULDER DEPTH SCHEDULE(WALL 4): o WALL 4 HEIGHT(H 1): BOULDER DEP�f H(D): MATERIAL.IT MUST HAVE<S%FINES PASSING 7�HE NO.200 SIEVE. � 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY p_� Zg�� ONSITE MATERIAL[S ACCEPTABLE IF IT MEETS THIS CR[TER[A. z REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. Z 32" � NOTES: T 5. THE WALLS ARE DES[GNED WITH A M►NIMUM 15° WALL BATTER USING COULOMB 3 36�� H 1 = WALL 4 EXPOSED WALL HEIGHT PLUS EMBEDMENT DEPTH � EARTH PRESSURE THEORY MEETING 7�HE FOLLOWING MINIMUM SAFETY FACTORS: 4 40" H2 = EXPOSED WALL HE[GHT � OVERTURNING 1.5 � SLIDING 1.5 5 34�� H = EXPOSED WALL HEIGHT PLUS EM[3GDMENT DEPTH � BEARING 2.0 6 48" D = MINIMUM BOULDER DEPTH � `� 6. 7�HE WALL REQUIRES A MIN[MUM 1.0'OF EMBEDMENT. e BOULDER DEPTH SCHEDUI.E(WALLS 1,2,3&5) 0 7. THE MINIMUM BOULDER DEPTH (D)IS A FUNCTION OF THE OVERALL WALL HEIGHT WALL HEIGHT(H): BOULDER DEPTH(D): o AS SHOWN IN THE BOULDER DEPTH SCHEDULE.A SMALLER BOULDER MAY BE USED ¢ AS A TOP BOULDER(D/2)FOR FINISHED GRAD[NG PURPOSES,24"MINIMUM. �-4 24" � 5 2$" 8"LOW PERMGABLE SOIL � 8. BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES[N VERTICAL OR 5.50' r LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR MORE ROCKS 6 32 D/2� o BELOW IT,WITH GOOD FLAT-TO-FLAT CONTACT.VOIDS SHALL NOT EXCEED 4 INCHES. � SMALLER BOULDERS SHALL BE USED TO FILL ANY VOIDS GREATER THAN 4 INCHES. , • U . . ' .._ ..... m � 9. A MINIMUM 8 OUNCE GEOTEXT[LE FABRIC SHALL BE PLACED BEHIND BOULDERS � DUR►NG CONSTRUCTION TO PREVENT DRA[NAGE STONE FROM MIGRA7�[NG 12°MIN DRAINAGE ZONE � � BETWEEN BOULDERS. � (1"CRUSHED STONE) � N ]0. 4" DIAMETER CORRUGATED PERFORATED PLASTIC DRAINPIPE WRAPPED WI7�H A ` ` RETAINED SOIL = GEOTEXTILE FABRIC INSTALLED AS LOW AS POSS[BLE WITH POSITIVE DRAINAGE. � � ~ OUTLET AT ENDS OF WALL. DRAINAGE FOR WALL 5 SHALL NOT OUTLET ON TOP OF � , •' o WALL 4. 15° � •� o D/2� , s 1 L TO PREVENT PONDING OF WATER, POS[TIVE DRA[NAGE SHALL BE PROVIDED AT THE • O z TOP AND BOTTOM OF RETAINING WALL. INSPECT EXCAVATION SLOPES FOR ACTIVE . ' APPROXIMATE LIMITS � SEEPAGE AND PLACE ADDITIONAL DRAINS WHERE SEEPAGE OCCURS. �_. . ' � OF EXCAVATION U ...., . � �. ? 12. BACKFILL SOILS PLACED BEHIND THE DRAINAGE ZONE SHALL BE COMPACTED [N ` ' -- � � m MAXIMUM 8 INCH LIFTS TO A MINIMUM 95% STANDARD PROCTOR DENSITY (ASTM ' • ' BENCHCUT � D698). IF AN ALTERNATIVE COMPACTION EFFORT IS REQU[RED FOR THE � ' + z LANDSCAPING FEATURES, USE WHICHEVER IS MORE STRINGENT. CDP DID NOT -- _ . r � ANALYZE ANY COMPACTION EFFORT REQUIRED FOR ANY BUILDINGS OR � ' o LANDSCAPING FEA7�URES. DRNEWAY ' � � • , � 13. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3 FEET OF THE . � 8 OZ.FILTER FABRIC '�r � BACK OF THE PROPOSED RETAINING WALL. ONLY HAND-OPERATED COMPACTION �• + (SEE NOTE 9) � -� o EQUIPMENT(E.G.TAMPER,PLATE COMPACTOR,SHEEP'S FOOT ROLLER)SHALL BE USED 1�"MIN r. . � �, WITHIN 3 FEET OF THE BACK OF WALL. ' ' ' _ _ _ _ _ _ �I SEE NOTE 3 � � 0 14. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LIFT OF BACKF[LL TO D � DIRECT SURFACE RUNOFF AWAY FROM THE WALL.DO NOT ALLOW SURFACE RUNOFF � � � ��� � FRO�t ADJACENT AREAS TO ENTER WALL CONSTRUCTION AREA. 1 I `�� �'' I l 1 � �/ I 1 � i� � -� � ���� 1 - -- -� - -_ .,� - �/ 1 r � SUBCUT(SEE NOTE 2) 4"DIA DRA[NPIPE(SEE NOTE 10) 0 � TIERED BOULDER WALL SECTION B-B ~ x U ane"�"ed By: �''°���° R�g'z`""°"N°: [hereby certi that thi, l ,sp ification,or report was prepared by �. N�. na�e Re��s+o., Rv LRB 5493 me or under � dirr t , en��:ion and that I am a dal Licen,ed ° CIVIL DESIGN 1 VANYO LANDSCAPE �' P y' �R�N�,MINNES�TI� Protessional n 1 �d r t e laws of the State of Minnesuta. "' 2 s�aie: e�o�e«No: 0 � 1� }t �l f l� � � I t) h: ;1 l, � 4 i/4"=i' „��,� � `� tYA9 LYNDALE AVENUE SOUTH,SV11E 200 RLOOMING'NN.MN 554EC c Vare: T FRF R F A TFT R $heet No: y/� � PHONE�(952110}53121FAXi(7631)92-19�91 WEOSITE�WWW.CDY�U�.t}]M J iV�AR�����IS +�+-�+�+�� ✓����+����+✓��+���+0� �'+� I)a[e: V�/�'� � .nfx�w�x,NimoaseaN.,�swcn.w....�����os��cneaor�nw�.0 6 � MICHAELR.JOIINSON,P.L. �! 3�r�wc V�-�u� �r .��.�-c��a-- • ` . � [_ N 00°05'30"W 395.70 ` i I \1 R�� .. .. .� o Nm I � �� m� � ; � � ��� � � � � �� � ` � � � ; m� � � � �� � � M � �, < ��� � � �� � 1 �� ; � � � � � dI � i ��� � � � � N � i �� � � £ Q \ � , :..... � � � 1 .<::�... .......:. ........ .. � .. .. / ' , � � , $�� � � � ' : ........ .............. / � / , ��� � . / ;' % � � ... . .... .. � � , � ...... .. ...... , �. � � � f.... ..... .... ; � ;' ; I � , \` •....; _—�� / ; /% / / I � r\ i i �!..•� � I I �� �� : ..�'"` i � I ���� ; � /� � � .... , i � � , � `• I I .............:............. iin i �� � � ' � . . ........... 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