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Home My WebLink About2016-00524 - replacement of culvert under driveway � CITY OF ORONO * Z 0 1 6 - 0 0 5 2 4 * 2750 KELLEY PARKWAY DATE ISSUED: OS/26/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4680 CREEKWOOD TR PIN : 30-118-23-33-0005 LEGAL DESC : PAINTERS WOODS : LOT 003 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTIOI�T TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: REPLACEMENT OF CULVERT UNDER DRIVEWAY APPLICANT MINOR LAND ALTERATION 0.00 TOTAL 0.00 MINNEHAHA CREEK WATERSHED DISTR[CT 15320 MINNETONKA BLVD MINNETONKA, MN 55345- (952)641-4513 OWNER OLSEN, DALE&JONMARI 4680 CREEKWOOD TR MAPLE PLAIN, MN 55359 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 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 180 days at any time afrer 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. . � 7"-� � � l 2l0� /(o Applicant Permitee Signature Date Issued Signature Date City of Orono Zoning Permit Application O Mailing Address: Permit number: �L � . - (�.C'�� 2 � �O PO Box 66 Date received: `� I � —��' �_�/Y'i-'ci� �/�i , Crystal Bay, MN 55323-0066 Escrow#and � Sfreet Address: amount: � 2750 Keliey Parkway y � Orono,MN 55356 Permit Fee: G �l�kFSHO�� Fax: 952-249-4616 Approved by: Main: 952-249-4600 Notes: www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. (Please print.) ' Job Site Address: ��Q C/'�L��,p�g o� (ra�'I CONTRACTOR/APPLICANT INFORMATION: Name: /�lr'►nntkpiaG Cv�eK l,t)a�-orsh��' l�isfn�� Phone: 2- b`l l- i Fax: gs2- 'f'71 ^o Address: l5320 lN�Hntlrz.�Ka 8(v City: /yt;,,��n�. ZIP: �-3yS' ; Contact Person: j•F.�`sn4 S�kQu P/oi ContacYs phone number 9s2-v��- yr�3 Email �-sc(�au�(�r e��n�G�sko.cr�erc.Applicant is: Contractor Homeowner (Circle One) v�� PROPERTY OWNER INFORMATION: ` Name: d- "" r' Phone(day): q'?Z � - f� Mailing Address: v Gr�e '�..�� D�a�a ZIP: 55 S Email and/or Fax i frs , a Overall Project Description: ,. jk , ,! r cP�%✓�vo . Check TYPE OF PERMIT FEE Box collected when ermit is issued t Dock,Commercial $50+engineering review costs Escrow for erosion control and en ineerin review costs $2,000 Dock, Residential - Permanent dock on any lake or initial seasonal dock not on Lake $50+engineering review costs Minnetonka ermanent dock re uires CUP Hardcover Permit:Driveway,Patio,Sidewalk,etc.(New or Replacement) No charge Also re uires is a Minor or Ma'or l.and Klteration Permit Land Alteration, Major (grading, fllling, or excavating) of more than 500 cubic yards $50 beyond the lakeshore setback OR more than 50 cubic yards within the lakeshore setback (also requires Conditional Use Permit) lReference: Citv Code Seclions 78-967.78-1247 and 78-12861 Escrow for erosion control and engineering review costs As determined b CUP Land Alteration,Minor(grading,filling or excavating)of 51 to 500 cubic yards beyond the $50+engineering review eosts / lakeshore setback OR 50 cubic yards or less within the lakeshore setback V (Reference: Citv Code Sections 78-967.78-1247 and 78-92861 Escrow for erosion control and engineering review costs $2,Q00 Retaining Walls which exceed two feet in height above existing grade; or result in more $50+engineering review costs than 20 cubic yards of imported fill; or are located less than five feet from the property line. Escrow for erosion control and engineering review costs $2,500 (Reierence: Citv Code Sectlon 78-9405(5.1)1 Retaining Walls which measure 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 se arated b twice the hei ht of the lower wall. Stafrway or Llfts to Lake(New or Replacement) fReference: Citv Code sections 78-12821 $50+engineering review costs Escrow for erosion control and engineering review costs $2,000 '' Structure Permit for other structures 200 sf or less not requiring a building permit but $50+engineering review costs �`'' regulated by the zoning code IReference: Citv Code Section 86-661 i'' Escrow for erosion control and en ineerin review costs $2,500 Tree Removal or other vegetation removal within 75 feet of lakes No charge. Reference: Ci Code SecUon 78-1285 Pre-inspection re uired. Tempora Construction OfficelTrailer(associated with buildin permit) $30 i: � Updated: May 2015 i ,� f � APPLICANTIOWNER ACKNOWLEDGEMENT: � • ApplicanUOwner 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 information supplied is true and correct to the best of his/her knowledge. The applicant recognizes j that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no � altemative but to reject it until it is complete; � • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • Applicant/Owner understands their project may require an initial and/or as-built survey per City Code Section 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 governmental agencies required by law. If ou refuse to su I the information,the a lication ma not be issued. The undersigned certify that the informa'on supplied is true and correct to the best of their knowledge. ApplicanYs Signature: Date: SjZ//� �� Property Owner's Signature: Date: SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits requlre a completed � TYPE OF PERMIT: application form, escrow agreement(signed by the property owner) and escrow check from owner, two copies of each,where applicable,pians,landscape plans,grading plans,surveys or site plans. Dock,Commercial 1. Structural plans for the dock 2. Survey/site plan showing the proposed location of the dock 3. Copy of LMCD permit Dock,Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Hardcove�Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover cal�ulations,existing and proposed 3. Survey Land Alte�ation,Major 1. Survey/grading plan including existing and proposed contours as approved by Conditional Use Permit 2. Erosion control plan. 3. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requiraments. Piease note,the City will not issue a buildin ermit without information from the MCWD. Land Alteration,Minor 1. Survey/grading plan including existing and proposed contours 2. Amount of fill to be imported and/or exported and haul route 3. Amount of earth to be moved around on site 4. Erosion control plan. 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City wlll not�ssue a buiidin ermit without information from the MCWD. Retaining Wall 1. Pians 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 plan � 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitling requirements. Piease note,the City wili not issue a buitdin ermit without information from the MCWD. StainNay o1'Lifts to 1. Construction plans for stairway or lift,including footings Lake 2. Topographical survey of property with proposed stairs or lift shown 3. Erosion control plan 4. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentatlon from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the Cfty will not issue a bulldin ermit without information from the MCWD. ' Structure Permit 1. Construction plans. 2. Survey/site plan of property wilh proposed structure shown and with setbacks to property lines,other sVuctures on property and the septic system indicated.The general location of any sewer and water services should be shown if applicable. 3. Grading p�an if grading is proposed. ; 4. Hardcover calculation worksheets f; 5. Erosion control plan. 6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City wlll not issue a buildin ermit without information from the MCWD. Tree Removal Call: 952-249-4600 to schedule an inspection for removal of an individual tree(s). A re-planting plan/erosion control/ mana ement lan ma be re uired for clear cuttin ,buckthorn or other intensive ve etation removal. Updated: May 2015 � PLAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS Address: 6� 0�/ VY �CA�--W�(J[�( �r� ��/ '��' Description of work: � T� � � Type of permit: I ��L11A 6h Zoning review by: Date Approved: 'J '4� '�� Grading review by: Date Approved:��,�� /� Other Review, Reviewed by: Date Approved: Zonin Information: Zoning File#: Resolution #: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted? � Yes � No Date of Survey: i�� Existin Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N C��-`� "�-�l � s Wetland Side ��d m�� Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N _ _ __ , ��„C, o�„u,,,ys Wetland Side Side Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff � Yes � No 0 N/A � Yes 0 No 0 Yes � No 0 Yes � No � N/A Permit Number: Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overla District Tier Hardcover Hardcover � Yes � No � Yes � No Type(s): Type(s): File # File# Updated:January 2013 z:\forms\old stuff�plan review checklist for zoning permit applications 2013.docx Earth Movement- Cubic Yards In Out Total Haul Route? ? 0 Yes 0 No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required Permit Fee Amount �O� � Site Escrow Amount 0 Hardcover Removal � Footing Escrow Agreement received? � Poured Wall 0 As-Built Survey � Yes 0 No � Planting Plan 0 Wetland Buffer Escrow Money received? � Final 0 Yes � No 0 Other(specify) Engineering review needed? 0 Yes � No ,/ • /_ REMARKS (in-house): I lJ Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated:January 2013 z:\forms\old stufflplan review checklist for zoning permit applications 2013.docx Christine Mattson From: Tiffany Schaufler <TSchaufler@Minnehahacreek.org> Sent: Tuesday, May 03, 2016 4:42 PM To: Christine Mattson Subject: RE: City easements & proposed MCWD easements Attachments: 4650 Creekwood Trail.pdf;4680 Creekwood Trail.pdf; Painter Creek Culvert Replacement Plan Sheets.pdf Christine, Thank you for supplying this information back in February. Everything is moving ahead now so I want to apply for the City permit. I have attached a separate application for each culvert/driveway and the engineering plans. For the permit fee,what payment options do you accept? Submission Requirements • Survey/grading plan attached • If necessary, 50cy of fill will be brought onto the site • Haul route will be Creekwood Trail to County Road 6 • The existing driveways and culverts will be removed,the culverts replaced, and the driveways replaced • Erosion control notes are on listed sheet G-102; floating silt curtain is noted on page C-301; erosion control blanket details are noted on page C-801 • The MCWD permit was approved at the January 28, 2016 MCWD Board Meeting. MCWD was waiting to receive a Declaration from the landowner for maintenance of the culverts before issuing the permit.That Declaration has been received and MCWD plans to issue the MCWD permit tomorrow. Please let me know if you need any additional information. Thank you! Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.org From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Tuesday, February 16, 2016 3:23 PM To:Tiffany Schaufler<TSchaufler@Minnehahacreek.org> Cc: Mike Gaffron <MGaffron@ci.orono.mn.us> Subjeet: RE: City easements & proposed MCWD easements Hi Tiffany, Attached is our Zoning Permit Application. You will be requesting a minor land alteration for each address. We will not require the watershed district to issue us an escrow for these projects. 1 If you have any questions, please don't hesitate to contact us. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kell2y Parkway ', Orono : MN i 55356 (physical address) PO Box 66 ,-, Crystal Bay MN - 55323-0066 (mailing addressJ `od' 952.249.4620 � 952.249.4616 �' cmattson@ci.orono.mn.us ; � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From:Tiffany Schaufler [mailto:TSchaufler Minnehahacreek.or�] Sent:Tuesday, February 16, 2016 12:59 PM To: Christine Mattson <CMattson@ci.orono.mn.us> Subject: RE: City easements & proposed MCWD easements Christine, As noted below,the Minnehaha Creek Watershed District is replacing two driveway culverts along Painter Creek. Mike Gaffron has indicated that the City will require a land alteration permit for each culvert to document for City files. Can you please advise me of the forms, etc. that are to be filled out for this work? Warm Regards, Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.org From: Mike Gaffron [mailto:MGaffronC>ci.orono.mn.us] Sent:Thursday,January 21, 2016 5:10 PM To:Tiffany Schaufler<TSchaufler Minnehahacr2ek.org> Cc: Christine Mattson (Orono) <cmattson ci.orono.mn.us> Subject: RE: City easements& proposed MCWD easements Tiffany— Yes, I will plan on scheduling your presentation for the 8`h (not the 7th—oops!). lt would be useful to have the plans for the easement boundaries, although not sure if the attorney wili need them. I'm assuming the Council will have to authorize signature of the easements. 2 First, I apologize for not having gotten back to you sooner—my schedule has been full the past two weeks. However, I've now had a chance to briefly review this with the City Administrator and we agree that staff would support a wetland restoration project as well as the culvert replacement. We do not see any reason why the City Council would object to allowing the work to occur within the areas covered by existing wetland easements granted in the past to the City. That being said, it would be helpful to solidify this if you could make a short presentation to the City Council at the beginning of its February 7 meeting to introduce the nature and scope of the restoration project. I will be asking the City Attorney to review the proposed acceptance/subordination documents and advise whether they are acceptable. Once the general nature of the project is presented to the Council, we expect the Council would be willing to authorize a letter of support for the project. Regarding the culvert replacement,the flooding problem is an issue the neighborhood brought to the City some time ago, and we are pleased that MCWD is planning to resolve it. The City will merely require a $50.00 land alteration permit(administrative) be issued for each property to document for City files the work being done. Let me know if you need additional information. Mike Michael P.Gaffron Senior Planner City of Orono (Street Address)2750 Kelley Parkway (Mailing Address) P.O. Box 66,Crystal Bay,MN 55323 Phone:(952) 249-4622 Fax: (952)249-4616 From:Tiffany Schaufler [mailto:TSchaufler@Minnehahacreek.or�] Sent:Thursday,January 21, 2016 10:11 AM To: Mike Gaffron <MGaffron@ci.orono.mn.us> Subject: RE: City easements& proposed MCWD easements Mike, I am hoping we can touch base today on the items below, as I am trying to finalize materials for the MCWD Board meeting next week.A few questions for you: 1. Is their support from the City to sign the relevant easements to indicate acceptance/subordination? 2. If there is support to sign, is City Council action need to authorize signature of the consents? 3. Are any City approvats needed for the culvert replacements? 4. Would the City be willing to sign a letter of support to the District for the project? (Project includes solving a local drainage issue while leveraging land rights for a potential partnership with the United States Army Corps of Engineers to implement a large scale wetland restoration.) I look forward to hearing from you. Thanks, Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 4 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.or� From:Tiffany Schaufler Sent:Thursday,January 14, 2016 1:11 PM To: 'Mike Gaffron' <MGaffron@ci.orono.mn.us> Subject: RE: City easements& proposed MCWD easements Mike, Attached are plans for the culvert replacements. I flagged trees for removai yesterday and there were three total. Please let me know if any City approval are need to complete this work. Thanks, Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.or� From:Tiffany Schaufler Sent:Tuesday,January 12, 2016 3:20 PM To: 'Mike Gaffron' <MGaffron@ci.orono.mn.us> Subject: RE: City easements & proposed MCWD easements M i ke, Glad we were able to touch base today. I have attached the proposed easement documents for each of the 5 properties listed below to have City encumbrances.Within each easement document, either Paragraph 6.a or 7.a notes the City encumbrance. Within the signature blocks for each easement document there is a "Subordination" section for the City to sign, assuming the City agrees to the statement. Please review with your legal counsel and let me know what the next steps are for the City. As for a potential City permit, I expect to have final plans for the culvert replacement tomorrow and will send them over along with expected tree removal quantities. Thanks, Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.or� 5 From:Tiffany Schaufler Sent: Friday,January 08, 2016 3:02 PM To: 'Mike Gaffron' <MGaffron@ci.orono.mn.us> Subject: City easements& proposed MCWD easements M i ke, I left you a voicemail regarding this item. MCWD is working on a partnership with several residents who live around South Katrina Marsh and along Painter Creek. As part of the partnership, nine residents have agreed to convey conservations easement to MCWD in return for MCWD replacing two undersized driveway culverts which caused flooding for the area in 2014. I have attached a map which shows where the proposed wetland and Painter Creek easements are located. In doing a title records search of these properties,five of them noted City encumbrances that include wetland/buffer, drainage &flowage, and open space easements.Those five properties are: 1. Rudd; PID 3011823310004,4575 Spruce Way 2. Deakins; PID 3011823320007; 100 Town Line Road 3. Olsen; PID 3011823330005; 4680 Creekwood Trail 4. Chelberg; PID 3111823210005; 4490 Watertown Road 5. Huntington Farm HOA; PID 3011823440006; Outlot A The Districts interest in acquiring these easements is to allow the District the right to implement wetland and creek improvements. I have attached a draft version of the easement the District is looking to implement. I want to ensure that the rights be pursued by the District are not in conflict with or diminished by the City's encumbrances on these properties. I would appreciate the City's review to determine this. If the City concludes there are no conflicts then the District's legal counsel would like the City to formally recognize that and have the City sign the relevant easements indication acceptance/subordination. If the City has different ideas on how to document that please let me know. District staff is looking to get MCWD Board approval on the proposed easements on January 28`h. If possible, I would appreciate your input and guidance on how to proceed with the easement acceptance by January 215t As for the culvert replacement I am wondering if a City permit is needed?The culverts are on private property under the driveways at 4680 Creekwood Trail &4650 Creekwood Trail. Each culvert is a 18-inch CMP and were determined to be undersized during a modeling analysis the District performed.The District is proposing to replace each culvert with a 36- inch round culvert. I can send more information on this if needed. There are more details that I can fill you in on over the phone but thought it would be helpful to get you the map and easement details first. I look forward to hearing your response. Thank you in advance for your time on this. Regards, Tiffany Schaufler � � Project and land Manager � � www.minnehahacreek.or� 15320 Minnetonka Blvd, Minnetonka, MN 55345 � � 952.641.4513 �� MINNEHAHA CREEK ,9 WATER5HED DISTRICT �-�� CIUALII'Y OF WkTER,QUAGITY OF LtFE 6 a � � MINNEHAHA CREEK WATERSHED DISTRICT RECEIVED � PAINTER CREEK CULVERT REPLACEMENT MAY � 2 2016 8 � JAN�TARY 2016 CIN oF oRONo ORO NO COPY - R a rw ; 1��,�F+� .. .. ._ ��s"� 7 f �,�.. 1` .� � a�� ._ . *�,. 4� :�� , �• - - — �'`/Y�, .'. . . �_ .. . �� x� � � �a- t ` 'Y f�' ;�' u� . . �c `drA�� ;f.'�' - ' �,� �'�.: -�.. �. �� .' � �:� �� .. . . . .. � �. , �y U � VF '�' �^^�'�, �. SHEET INDEX . ?� `,; �,� � �, ;_ , :t . , ...... . , � . � PRO�CT LOCATION � nn c � . BROP,DMOOR-DR �� ,.''� . �� C-101 TITLE AND INDEX SHEET �.# �,...� � . ' , r��-. -� � �. C-102 GQ�IERAI N07E5 e, �� .:�� ;� .• � ..- � r -,�', �� - � � C-101 ElOSTING CONDITIONS AND REMOVAI PLAN S;n a " � :� � : �? '`��-R � � ` -� C-301 GRADING AND DRAINAGE PLAN �j;Fw'k..�` n'� ,� .� . ' �_ . - . _ 3 .�." o _'. �. , , i . C-801 DET/ULS f ��,`_� .:�.�r� .. ,:+��'� �� ,_`,s,� � � THIS PLAN CONTAINS 5.SHEEiS � 1 r. ':� �" s,ak,� 'a�r� �.. � ..�%� � ,f �'Y � � �.. �.�y,��: . . .- , : .. .. � �- �� v � . : � . '�v ' ':. �^ x: q. ,�. .' '. . , ' _ . ♦, `� � ' ,........., i '�'9� . `f�g �p , ' . ' r7�' ' ' . . _. .. . � .,, i �, . . O�� . . ''�ac�� - CITY OF . � � � ° �"� �,! �(J ��/ A�o � �.. -�-". � N QO� � J w ~`., � .��"'�� /� .N � �,�� ; ITE PLAN 1 (� GRADING , , x'' � �'R°r�,� � s a �y,�,��t;� .'� 'x�� lJ�l S �j�l �'/(i`� � 6 -... . �:3`�j�Sl'/ J , y l. F . . . . _ �� ` ' Mr �PPROVED ' • `' ' � � -,�J �s�t .'; .. ' w�. :�'r��. � ', ;_ �'� �< ' *� �� '�� ❑ APPROVED WITH REVISIONS _� � " ,' .",.� - � ❑ DISAPPROVED CU�VU/r � PROJECT LOCATION MAP gY � T— 4 � � WARNING: �Y �n T� ��^�,E L�_ .�— � THE CONIRACTOR SHALL BE RESPONSIBLE FOR CAWNG FOR LOCATIONS OF ALL r�� _�� cR�wNc St�LE iN�i EItlSTNG UTIUTIES. THEY SHALL COOPERA7E MATH ALL UTIUTY COMPANIES IN • - �-�� MAINTAININC hI�R SERVICE AND/OR RELOCA710N OF LINES. ��.�..�..., ...._�..e...........a.s-�.._R THE CONTRACTOR SHALL CONTACT COPHER STAIE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGRWND 1MRE5, CABlES. CONDUITS, PIPES, MANHOIES. VALVES OR OTHER BURIm S1RUC1URE5 BEFORE DIGqNG. THE CONTRACTOR SHALL REPAIR OR REPUCE THE ABOVE WHEN DAMAGED DURINC CANSTRUC710N AT NO COST TO THE OWNER. CALL BEFORE YW DIG GOPHER STATE ONE CALL TMAN qTY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 SEAL PRIME CONSULTANT PR0.1EC7 TITLE $HEET 7RLE aa� c�ac '��T�� W E N C K cu�� D INDEX SHEET � ort r�rom w�s xhru�n er►�art uwER�r�'owEcr " SUPERNSON AW TfMT I All A dAY UCQIS�.D SfA�INN1160f�A. UDEER 7HE lAWS Oi THE � ppN��yyE CHRISIFPHER J. MEEHAN � - OWN BY CHK'D APP'D OWC DATE JAN 2016 � /,7 � MINNEHAHA CREEK M�s sca.e AS SHOWN � o �ssum � ouo�s ►�,�s c� o�/is/�s �� `�� Responsive partner.ExcepUonal outcomes. W AT E R 5 H E D D 1 S T R I C T � PRaECT N0. SHEEf N0. REV NO � REV REVISION DESCRIPTION pWN ApP REV DAIE WTE O7/15/2016 �� 43p66 QUAUTY OF WAiER,qUALITY OF IIFE Q,�_�' G—�O� O � R GENERAL NOTES: GOVERNING SPECIFICATIONS: � � � 1. EXISIING CONDITIONS HAVE BFIII PRWIDED HY A f�MBINAiION OF UWR MTA PND �• TME MINNESOTA DEPARTMENT OF TRANSPORTA710N 'SfANDARO SPECIFlCATIONS - 11MIlED SURVEY DATA BY WENCK/55ACk7E5. DOSTINC FEANRES MAY NOT BE E%ACf TO FOR CONSTRUCTION' 2014 EDIiION k UTEST SUPPLEMENTS. 1HpR LOCATION.THE CONTRACfOR IS RESPON518LE FOR VERIFYING THE CONDITIONS OF 2• CRY ENGINEQtS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTIUTIES � hIE SITE ANO SHPLL NO11FY hIE QK;INEEFt OF ANY DISCRFPANGES OR VARIATIONS FROM SPECIFlCAT10N5 (UTESf EOITION) +� iHE DRAWINGS. 3. ALL APPUCABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE 8 2. ALL QUANTITIES ARE APPROXIAIATE AND IMY VARY TO ALLOIY COYPlETION OF WORK. COMPLEfED WfTH IN hiE CANSTRUCTION OF THIS PROJECT. 3. iHE SUBSURFACE U11LffY INf'ORMA110N M 1HI5 PLAN IS UTIIJiY QUNJTY LEVEL D.7HI5 � OUAUtt LEVEL WAS DETERMINW ACCORDINC TO iHE CWDEUNES OF q/ASCE J8-2 o+m�o �sr,wDARD�TDELNFS FOR iHE COLLECiION MID DE%CTION OF DOS�ING TRAFFIC CONTROL NOTES: 4. E%ACf IOCAiION OF UNDER(�tOUND U11l1TIE5 SUCH AS CAS.IELEPVIONE. FlBER OPT1C. PIPELINES� 0.ECTRICAL.AND GBIE N ARE UNKNOWN. COHIRACTOR RESPONSIBLE FOR 1. THE CONTRACTOR SW�LL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUC110N LOCATING PRKKt TO STAR�INC WORK. STAqNG� ON OR OFFSRE,AS NECESS4RY TO COMPIETE iHE WORK AS SPEqFlm MI 1HE 5. CONTRACTOR SFIOULD ANTICIPATE PRNATE Uf1UTY CONFl.ICTS iHROUGHOIJf THE PRQIECf PROJECT DOCUNENIS. SUB CUT AND TRENCH ARFAS AND SFIALL WORDINATE WI1H PRNAiE UTIUTI'OWNERS. 2. OONTRACTOR SHALL BE RESPONS�IE FOR ALL iHAFFIC CONTROI.ALL iFtAFFIC ODNTROL 6. 1HE R0.0G110N AND OR PRO1EC110N OF ALl IXISTINC UTIUTIES MUST BE COORDINATED SHALL(X7NFORM TO 1HE UTEST EDITION OF THE MMUfCD, INCL.UqNG THE UTEST FlELD BY 1HE CONTRNCTOR AND ANY COSIS FOR SUCH WORK SW1LL BE THE RESPONSIBIUIY MANUAL FOR TDAPOpARY 1W�FFIC CqNTR(K ZpNE UYWTS. IF REQUESfED,A TRAFFIC OF THE CONTR�CTOR. NO ADOfTI(XNL COMPENSAl10N WILL BE ALLOWE� FOR EMRA TIME COMROL PLAN $F{AI.L gE SUgM117Ep TO 7HE Gtt FOR REVIEW AND APPROVAL PRIOR TO AND ffFORT OF PRONSIONS NECESSARf TO WORK AROUND OR UNDER ANY UTIUTIES. ANY CONSfRUCTION RELA7FD AC7MT1E5. PLANS SHALL CONPLY WRH ALL APPLICABIE 7. RENEW ALL 1REE REYOVMS AND OTHER SURFACE CONFlJCIS MIfTH ENqNEFR AND PERIAIT REWIREMENTS. OWNER. B. INSfALL AND AWNTNN EROSION CONiROL DEVICfS AS SPEC�lEO OR AS DIRECIED 9Y QIqNEER. 9. COMRICTOR SFWl1 COMPLY MATH ALL STAiE, COUNTY.�o cr��. TREE PRESERVATION NOTES: 10. AWNTNN AWL, GUiBAGE,AND RECYCUNC SERVICES•TO PROPERilES. 11. PROlECT EXISIING PAVDIENT AND SITE FEAiURES, D(((�PTT AS NOTED. WWGE TO �, pRp7ECT EXISTINC TREES TFIAT ARE NOT TO BE REMOVED. INSTALL OR/WGE IXISTING PAVEMENT SFIALL BE THE RESPONSIBIUtt OF hIE COMRACTOR TO CORRECT AS 70 T11E OWNFRS S�TISFACTION,AT NO ADOfIIONAL COST TO THE OWNER. ►IESH FENCING, 4' HIGH, WRH STAKES EVERY 10 FEET, 5' OUTSIOE OF THE 12. CONTRACTOR 70 COORDIINIE AND AWNTNN ACCESS TO PROPERIlES. COMW�CTOR TO DPoP UNE OF ALL PRESERVEp TREES, OR AT THE CONSTFtUCTION UMITS AS PROVIDE MWIMUM 72 HOURS NOTICE PRIOR TO STAfmNG RpAOVAL WORK. CONTRNCfOR SHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA SHALL PROMOE ACCE55 TO EACH HOME AT END OF N�ORICING OAY. THAT UAY FWRM THE TREE/WD COMPACT THE SOIL. INCLUDING. BUT NOT 13. dNNfAIN DRAIWGE CONVEYANCE DURING COPISTRUCMNI (Bphl PIPEp AND OVERUWD). UMRED TO IXCAVATION, STORING AUTERWS, PARKING AND TRAFFlC DURING 14. CONTRACTOR SFINl STFtIP, STOCKPILE,AND RRPRE�D E%ISTING TOPSOIL CONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTUR8IWCE WITHIN THE 15. BY ORDINANCE,WORK MUSf 8E U1IRID TO CRY OF ORONO YqRK HOURS OF 7:00 AM PROTECTED AREAS, DISTURB THE ROOT ZONE AS UTRE AS POSSIBLE. TREE 70 8:00 PIA MONDAY 70 FRIDAY AND 8:00 AM TO 9:00 PM WEIXENDS AND HOUOr1Y5. pRp7ECTI0N MEASURES SHALL BE CONFlRMm 6Y OWNER AND ENGINEER PRIOR WORK OUTSIDE hIESE HOURS, MM.LUDINC OPERA110N OF DEWATERING PUMPS, IS TO STARTING CONSfRUCTION. N.LOWABLE ONLY THROUGH WRfTTEN AUTHORIZATION OF iHE PU&JC WORKS DEPARIMENT. Z qLL TREE PROTECTION FENCING MUST BE IN PUCE PRIOR TO BEGINNING 16. WETUWD PREAS DISNRBED WPoNG CONSTRUCfION SFiALL BE RESTORED TO MATCH PRE-CANSTRUCTION CROUND COHTWRS AND CONDITqNS. CONSTRUCTION. 3. WHEN TREE ROOTS ARE ENCWNTERED T1iAT MUST BE RQAOVED, CUT ROOTS CIEANLY AS FAR FROM THE iREE AS POSSIBLE AND IMMWIATELY WATER AND REMOVAL NOTES: ancKFlu w�a TME �oors ro PR�r ormNc. '' �N'i'�r�c�ro,�a�;°�F1ro�,�v,�w,ni�,N�.`�""�TM^T EROSION CONTROL NOTES: 2. SAWCUT ALL PAVEAIENTS AT REMU/PL UMIiS. 3. EROSION CONIROL MEASURES MUSf BE IN PIACE PItIOR TO ANY REAIWNS. 1. ADqT10NK EROSION CONTROL MEASURES IMY BE REpURED pEPENqNG ON�TE CONpRIpNS 4. CONiRACfOR SFMLL CONTNN DF]AOUfION MAIERNL AND PREVEMT DISCfiARGE PND DEBPoS WRING CONSfRUCTION. COORqNAlE WITFi QKINEEFt. FROM ENTERING WA7ERS. 2. ALL FROSION CONTROL DEVICES TO BE INSTN.Lm PRIOR TO COMMENCEAIENT OF WORK� W�INfNNED IN ACCORDANCE WRH SPEGFICNTIONS THROUCFqIJf DURA1pN OF PRWECT.M1D REMOVED UPON ESfABL15HMINT OF FlW�L SfAB1UZAT10q AS OIREC�ED BY ENGINE'FR. 3. REMOVE TRACKm SEDIMENT FROM ALL PAVED SURFACES BOTH ON PND OFFSfTE AS DIREC7ED DEWATERING NOTES: �� c��>. 4. DISTURBANCE OF AREAS IDENTIFlm�lS WETI.ANDS SFIOULD BE AVOIDED IF POSSIBIE. 1. NO BID ITEA1 HAS BEEN PRONDED FOR DEWATERING AS ALL DEWATERING WORK ��µD TO BE RESTORED TO A SATISFNCfORY LEVEL AT CONTRACTOR'S NECESSARY FOR CONSTRUCTION MAIL BE CONSIDERm INqDENTAI. � 2. ENERCY DISSIPA710N 91ALL BE PROVIDED AT ALL DISCHARGE POINTS TO 5• �SfORE OIS7URBED AREAS WRH MIN. 4 MCHES TOPSOIL, NATNE SEm MIX,AND EROSqN PREVENT SCOUR. CONiROL BIAW(Ef OR TURF RQNFORCEMENT AMT WHFRE NOTED. 3. DEWATERING OISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARGE. 5•�• � ��T� MNDOT GTEGORY 3, SIPAW 25 (NO POLY NETfING ALLOWm 4. PROVIDE SILT BAGS FOR DEWATERING. - NANRAL-FlBER, BIODEGR�p�IBLE NETi1NC OP0.1�. INSfALL PER STANDARD pETAIL PLATE 5. CONiRACTOR RESPONSIBI.E TO SUBAIR DEWATERINC PIAN TO QIpN�R f'OR REVIEW. ERO-7A DEMIATERING SHALL MEEf N1 PERMR REWIREMEMS AND BE APPROVED PRIOR 70 5.2. NATNE SEID WXTURE: YN SfATE SEED MIX 36-211 (WOODlANO EDGE SOUTH MID WESh SfARfINC ANY CONSRtUCT10N ACTMTIES. AT PLS RATE OF 34.5 LBS/AC WRH WIHfER WHEAT CO'VER CROP CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: t. PIPE BEDDING FOR RC PIPE SFIALL CONFORM TO SfANOARD OETNI PUUE GQJ-4 1. OWNER MALL PROVIDE CON57RUCTON STAKING. CONTRACT SHAIL NOTIFY OWNER (�ryqpQ��, A MINIMUM OF 48 HWRS IN ADVANCED WHEN REOUESTING SURVEY WORK. y. INSTNl PoPRAP AT ENCH PROPOSm WTLET pER $TANpARp pE7/J�plpTE STp_7, 3. TRENCHES SFULL�COMP/uCIEp TO A MMIMUY OF 95 PERCENT, D(CEPf i0 100 PERCENT IN 1HE UPPER 3 FEET. 4. PIPE LENCTHS AND EIEVAT10N5 ARE TO CQITER OF SIRUCfURE SEAL PRIME CONSULTANT PRQIECT 11TI.E SHEET TI7LE aaKrot cRmc ��,.�.,�T�� ,,,� W E N C K �,�� ' °R"�o�r""S°'+�"'�n a.'�°"'"°°""'°"� -�- GENERAL NOTES � SUpERN51pN Np 71NT 1 N1 A WLY UCE.NSED PROFES90�ML QK.�R WOER 1NE U1t5 OF T11E $ STATE OF\RH60fA. - � -` � p�� CHPoS H R . MEEHAN DWN Br CHK'D nPP'D DwC DniE JAN 2016 , i�/ MINNEHAHA CREEK M�s scuF AS SHOWN -�-/1�t Responsive partner.Exceptional outcomes. W AT E R 5 H E D D I 5 T R I C T � 0 ISSUm FOR OUOiES MJ$ CJM Ol/15/16 �� 5� '� PROJECT N0. SHEET N0. REv N0. QUALITV OF WATER.QUALITY OF IIFE i REV REVISION DESCRIPTION DWN APP REV DATE ONTE O7/15/2016 �g� 43p66 OIBS-.�� G-�OZ O i S• . ' _ . . . .. . .. , � WAR It�IG: � _ c � 5 y ,�y�_ �ry .-.-� j � _ - _ .. �►" � e THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ,, �.��4��A� �.; 7� . \ \ �� ,'�'�;�" ��,�' �' . s�°;� �,� . � �' . 1�� 3 �� ' � o � .. . � " � .. ' FOR LOCATIONS OF ALL EXISTINC UTILITIES. hIEY SHALL �. -.,.� ' :.-� �� \ \ '1�,�,'�"� � �j`. � , � .. .. . ��. � .,,- - � �COOPERATE MAhI ALL U71L1TY COMPANIES IN MAINTAINING � „ ' � � �� Z � � � � � . � � ,. +. . . . . ,.... _ �_. .. 3- '� �� . ..-� . . •. m + �.� �� ' v� . _ � � . . . . / . .. .. .-� �. � �' A'�. ' �'�'" \ hIEIR SERVICE AND/OR R0.0CATION OF UNES. '�'. ..^ ^`'� � "' � .:."" APPROX DITCN E � +� � � �. \ <c�: � �� ,-- � �) .. ��. � . hIE CONIRACTOR SHALL CONTACT GOPHER STATE ONE �' y. , ;n�. .. IX. FFS � �;.. � ' . . =� �V .� .. � � CALL AT 651-454-0002 AT LEAST 48 HWRS IN � ,`�-_ , '-.' pry. 9yg.}y . . . � ' ;` � . •,'� . !� ��/ � '�.Y c S �. ADVANCE FOR THE IOCATI0N5 OF ALL UNOERGROUND . .,#�,:; �. ,�k-. '°:�� \ IX. CATCHBASIN . � �'�„ ,. . . . , �� - �:. . J YARES, CABlES, CANDUITS, PIPES, MANHOIES, VALVES OR ��• " � . �. d �-..,� �� ` ; :, �;. ��. ;., , s S OhiER BURIm ` � - � o. � ,� � . � �� / . � \ _ . a �..:. STRUCTURES BEFORE DIGpNG. THE CON7RACTOR SHALL :� ." EX. 18� WLKftf ._... � , .:� � " " � .. , ,�,.�� \ �. REPAIR OR REPUCE THE ABOVE WHEN DAMAGED DURINC �..,� ; . ' ., '' � �. -.,- ... . .:- ` � � . �rt s� �" / � -�'- . . - � . .:.;g� �;,; � I� � . .CONSTRUCTION AT NO CAST TO THE OMMER. �� "�, • , :. � .' " . � ,. � ,n �_, .�t i�. ,. ..o . �. �".. . .. � ' . �� y, . __. . . . . � ''. , „ 3 ,.. �. . , 7 ; . P , . , _ . 6 �` � ` � _ . . /. �' . 'if�: . '�4 ��"�,�' �� +�'..k.�cs �'�--��Jfr` � � � ��7fs � � _� " �['. �A� .A�Fsa �y �"�►"'°s � ' ` . � CALL BEFORE YW DIG ' � �: _ :- =.:- .- ' 's. - . , �'� . . . �;, 3�� A!! �'� GOPHER STATE ONE CALL � � , o ,� �: � �,. : .,� � �� .s " ��,. . � �. : _ ;� � � � ,.� � _ �` .. . . TNAN qTY AREA: 851-45h0002 ` �" °i r� � - EX.CATCfBASM F- CONSTRlKTION UANtS . s4 �►° • . ->,� � i..�'• . +g�.r �at� '"' �,'-- . �.: <.h... . � TOIL FREE 1-800-252-1166 � I � � � �� " '�F'"� � - ..� � x � � �- -` � .. ._ _. - . . . � � o � . � . g� � _ . �. - .. :. - � � >,,. � . �5.� .# , . ., � 1 € �1�� . z � � „� . .... .. � s iM/. 72.�� .. , � �.�. Y �� 4 � ,. ,a:i.. f �' �,, �"� � �� . _ { ' � .. _ ; � 1 � � �.� �' �� 3 � . � ; �. . � � � , .. 1. NOT ALL E)OSTING TREE LOCATIONS SFiOYIN IN AREA. IF -' - W �,. ' «�•. ...: ., } � .... ,�,�,��,� ��N� �'� l �z.. �� I � � ►� 1 � � � ��!'�,:,, �, .;s,. '�"" ' � t x-�� AND MAY IMPMCf OPERA710N5, NOTIFY ENqNEQt FOR REYIEW � ' . .� � � 2. DRIVEY/AY REYOVPL WITS ARE APPRO%IYAIE CONTRACTOR TO - ..:�,. " � AD�tt1ST W FlELD AS REWIRfD FOR CONSfRUCfION. �_Y V REMOY� 8'RCP CUlVE7tf sz DBFI 1REE(VERlFY W/�• '� � � �' # �� a. a�em� rm+wK rs ca�o�m a+aoQrru.urr � Pro aoi�az�.i3000e ( � � „ d�� . ` ,.�.r„ COMPENSAiION SFNLI BE MCLUDED IN APPROPRLUE BID �,� ' .. 4745 CRFflfYt00�iR N DfTCH) �P Po O R i 0 R E M O YAI) K f�'_ !� ROAS. �,�,- " "� .�i^^w � «�, `a > .. Y ��; � ,, � ��4. A LOCAiE REWESf WAS MADE AND HAS GOPHFR SfAiE ONE � . � I '. . s'�' �� :�` ;�' .J�+. '''`' � ; - o�-� �� G1LL TICKEf N0. 160060192. 11NITFD INFORMA710N W1S BEEN <�� »' REMOVE BIR1Mk101J5 AY � -. , ""'�: �'.r ""'�' �. - � - „ �." ^::... APPRO%. ORIVEWAY$URFA�CE - .� � .�"� . � ,:4.,. •� PROVIUED. HOYIEVER.ADOfTIONAL UIIUTIES (ELECTRICN. ,�...,. . SANCUT AT REYONAL LMNTS( ) . ' e.�v. aes � � ... �� ,�,�st� � .-�-. . ...'...., .',�• COMMUNIGiION� FlBER OPf1C� EfC.) ARE ANTICIPATED IN THE "l � G�8 - - - _ � � / .r� ..�` '� ... � - ' - ��LCTIONS AND CONTRACTOR SWLL PW'I . ' .. GFAR MI� G- � 4 ��/�pc�g_4y�J� ' ` '��- G r; ,' � �c� �� i� , .: £ - �� 5. FOR SAFEtt CONCERNS. ONLY ONE DRIVEWAY�CULVFRT SFiALL �� ,�� 3-12 NICH DBH J '� '� ��y,'�'� . � �� '� � .. . . � - �., . DBH TREE (VERI%R/ -G�" ._ , .� �� , �p �yaq BE REMOVm AND RESfORm AT A 11NE _, � �Y w�� F]JCINEER'-ARIOR TO REIAWAL�;. t�.._..:.r : ". . '�° � �y..` . 3� ��,'� �� 6. SEE I�DOITIONAL NOTES ON SHEET G-f02 �� '� PRIOR TO REMWALj �, � �� - .�` � � �� "�� . ,�'� ��;� � � � , �arRox. aaoa�mr +r� I � �aran�v��imt�m� � � t '� a'� �� ,�, , . . � . . � .. � � �� ,�� •;< � ean+o,wr(�) , �"� � ^ eo�sa�.w��r s�a±s . � `�`yy ,�"`,�� ; e . , , / '. � �� Mv. 9se.43 � 'r�"�� sEE noSE 4 � _ � $ � ��' '+�� ti � �� .. 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CALI AT 651-454-0002 AT LEAST 48 HOURS IN ' � . �� x� ' � � , �- ��` � ^ ` '�-"� � � � �. �' � - AOVANCE FOR THE IOCATONS OF ALL UNDERGRWND . u_ � �.�.�. '- . 1 .. �`� � � �- / x- ��'µ ��'� \ ,�jk�` 8 WIRES, CABLES. CONDUITS, PIPES, MANHOLES, VALVES OR i, z_ =� �e , Q i OTHER BURIED �a�"'. . . -�. � �. E%. 18'RCP o- ;,:.. . � .... o �# . t� . S1FtUC1URES BEFORE DIGqNC. THE CONTRACTOR SHALL g �' . ..�.,. -� � . . � .� � # . . � c REPAIR OR REPUCE THE ABOVE WHEN DAMAGED DURING ' " ; �-� �• �. � - ' �CONSTRUC710N AT NO CAST TO THE ONMER. � � �,. �� -. . . I s ..'� �''� f � '�, ' .. / � .�, �' �'�g � \ r, � , . '.�.' �� ` � _ ;-_�.,\ �_��.,�...:,, , .. '� 1Q0-'IR ELEVA710N 962.45 j+:'� a�T : ,q..��" . ��.►as ,� �: ��» �a ' 1 � � � . v ' ,. ,: CALL BEFORE YOU DIG . ., - ._.. . . �s; � ... _ , m� . . .i . �.; • . � / � aE aC:. �m ..: � � GOPHER STATE ONE CALL ` �'E°�' �� . �. � ° c.r � :n:;> . � " �� " + . . T1MN pTY AREA: 851-454-0002 � , . . . ' � .. ��.� �:::: G„ . . o. k .' 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YINIMUM DIMENSIONS SIIONRI. � a;� ��F�T��3 pyERl.pP END JOINTS f��7 '&'DENOIFS DE C1A55 R � MINIMUM OF 6'M1D STAPLE 7--�� CONOtETE fl4O(F1LL TO a5 , OVERLAP AT 1S INTERVpiS. (IS Qd) � F 9C*II'MIN. DIAMETFR OF i1PE 6' � OF WTSi�E DIAMETE0.WRM � SHnPED BEDOPlG. 6. 8 � �� s' A ��sa+) � � ir _ ( ason� �� coMvxreo anacr�u / 3'SP 9.5 WEARING COURSE MI7(fURE(SPWEA210B) & qy � 1 0.,�• • ANOqR„lBIOI � 1Ti' (Pl/uCE IN 2 EOUAL UFtS) au+eur Nor cauasE�irEa�c,raec,�� . . \ lEiS THIW 6" � MN00T SVEC.3149M MOD. . . . _�" .. . . . 8'A(xREC�qE B0.SE ClASS 5, 100x CRUSHED _. � wno Fnc7aa i.e . . �� , GEOiEXTIIE FABRIC� iYPE V NON-WOVETI e�,ir nmr. v�ere�NaT�oF v�� anss a . , - p�-. °. HVlD SHAVED FROM nNGUIM ' I . . 4,.�" COMPAC7ID SUBGPoIDE � eeoou,wnnmeu� ��quy . � � r . ' ---- srnv�vnnvuyoEram s'uu iw�wtTuo�ruu�ort+rs FOl1DW MhMIFALTURBLS MINIMIM OF 6' P(10 CM) b• . .. . SPE�FlGTIONS - CAMPARFD BAIXFILL � TYPICAL PAVING SECTION - DRNEWAY 1 � � ca�asE Fl«n accnEc,�,� ;�''z, .. MNOOT SPER 3199X MOD. �\ NOf TO SYIE C.-EOI O.SBc 'Bf OENOiES WfSIDE lOAO FACTOR 1.5 \ . . &r 11'MIN. DUMETER OF PIGE �� . ANQIOR lRENQ1 . ' � . HAND SNAPED FROM FIRM L DW 6'%6'7RFNR1 / 1'TO 3' L UNDISiURBED SOIL 2.!AY&.�M(Ef IN TREMCN � + 12" 3.$fMLE RT 1.5'IMTERVILS 6' . a.BAO(FILL WITN NnNRI150LL AND OONPAC'f � 6' (�� COMGAC7FD BACI(FRL 5.BLRN/FT lfNGfH SMAtl NOT IX�ED 100' � �"', FLOW 1I � � K7THOUf iV!ONQ10N TRBJ01 6. If I "I 6�� 9'-6' �� &'/1 BUT NOT � COlIRSE RL7ER AGGREGATE (35 CT7) (10-IS C!� (15 QA) I �$5 7W W 6' MNDOT SPEC.]149H MOD. / � �• ♦�•'�♦ •� ♦ LOAD FKTOR 1.5 NOTE: "Bc'DENOTES OUfSIDE 6" C1A55 G2 AOPE SURFA�SMALL BE HiEE OF 0.0CK5.SOIL QUMPS. (15 OA) &i12"Mill DIAMETER OF PIVE wW0 SMnGEO FRON nNGUTAR SfICYS.VEH/QE IMPRINTS,MID GRA4S&ANKETS 51NL1 IWVE GOOD�IL CONTACf. BEDDING MqTEAIPl CNECN SIAT BITUMINOUS TO AIATCH SURFACE OF IXISTINC 8 �� (veasrEc�iuna+� DRNEWAY �'$O � �� s�� 0 O � EROSION CONTROL BLANKEf �_�� ((O O BEDDING METHODS '"'�0°6 � � EROSION CONTROL BLANKET ^�2°°e � � ��`�`+` `.`.` . `;4 �) FOR RCP � � t' INSTALLATION � . ou*e�o. d- ,�,�� t' CHANNELINSTALLATION � A e}1 �� G�� ERO-2A � ERO-28 -..r ,as_cu+-.cwc • • • • MATCH IX. • • • • • DRNEWAY WIDTH ` • �,�":: �.T` A �t t . ��-aK . �. ..� ��t' .��'�1 1w1�).�� `..F.. � � QCISTING ROADWAY a ,��`�r \ A`�,s S`e .j�`� y'X '� � . i�- �,� ey�' iR .. ��..�... •e.,3� 3..y,-r .. � .. � . �I � ` f�� _-�. s ��_• � �_ .�- .. i ��+s��•`�`� � "'_+ �� i P��.'M+'r.*'`� B SEE CRY PIATE NO.Sf0]FOR 0.IWIPP RA�LffNT. �) -R1Pf1AP ��' '!' ' �A'�'-+L, .� -6..,^ro � ' r / .�+: . �� i��sy �,Pti�.. DI AA1 lA j .i�; � '. � -�,,7,�.r�� . LVOLL RCP FES W/TRASH GU�RD �.• = NIQpR QIP ', n �.� SPLVAGE AND R�NSTALL- STANO�WD PLATE Sf0-6 (TYP) . .t ��VJJDSCAPE RIPRAP DRNEWAY SECTION ��` '� "' �; : f �' �� :°' _.:� �`� oEru� i/c-eoi � . ,.,� �� --= ------- = 3,•� G's� f,.� � i h�. 5:� 5� _- - '-=== - �OPf MINIA/U � � LyQg; PH070 LOOKING SOUTH '..� .".�.�-'�.�^,,.�� " ,.�.............._....... ................... Ly O.SX jp �-�E ' 1� EAST AT 4650 CREEKWOOD ,y, - � 1�N �t7� 4 CUS52R1PINPREQU70.EMEM5 B TWJL DRNEWAY ,� �, 36' RCP 1� _ , ��4 � ir m N• �cva�c raaos * � � .,` - ✓ 7T TO 33' e ClR[C YARDS SD �l '� l6'TO 4H' 12 CUBIC YARD$ ' f ,� '. ' SEE PLAN � �_� TiE LAST 7 PiPE JOINTS. 54'AND W 16 NBIC YMDS � � ��-1.�.,< , . �a ; use z ne ear rwsra�au (ONE Q1BIC YMD IS NPP0.0%ItM7ELY 2,BOO 1B5.) -' ' �� SECTION A-A . ♦ PERJOIM.INSTPilAT �r.,"��` '� *s°: eo°Fnon ror on eorron -ek�� 6. ,.Y av�ve. - �_. ..,. _, . -_'�.. PROVIDE 3 N1QIpt QIPS 70 FASTEN -� � �� 1 �/'��' � : z� _ w � � ........:.... .........._.........:_'"__'_.._ .....'_'.._.. ...__._.._... _....._....._._. TMSM GU�0.D TO FURED END SKt10N. `� � _ I�j�-� . / 4-� r� � ...,-..................+.._.._.�. ...."_"'_ � ......"""' """_"._.._. .........._.... MOT DIV WLVANIZE 0.FfBt FABRIGTION. 1'MM ^ :.u. �,•- a�•. <��1� ...._....."____._.: ...... ._..._..::._....'""__.......__......_._.._. . . 2.S MIN. COVER. . fasntc � . � w r.y,s � +'�'' + � �. 3��$ ,r • ♦ \SV h GIPE 97F RASH�S�NG �� FLL7ER BUNKET ��r��d��W"i�'�R�� 3' SEClIONA-A �� ` y� �` �*- }; 12' 3H'B 21R' S/9' �y.;t` � �•Y"'`R� �,(�ka. �t' 's� 15' 3l4'0 3" 5/8" NOTE �' � �y��w�,, " �+�. �T�'� :� � ISONEfItIC IB' 3l9'0 1' S/8' iRiER&ANI�T REQUIRED U�AE0.RIPRAV '•+� �e.�1(ti.�L.-�4 ..,�j�' �+' •t•Y �. 23'-l1' 1'0 4' 3/4' - ..��j� ,- '4 - 21.36' 1'0 S 3/9' 00.2 IAYE0.5 OF 500X MIRAF/FABRIC OR ...R � _ -^� . �� a. Vf�. . �� .. a A SEC110N B-B ar re 6' 7H' E� L '�� '1J4 "`{y'�a ,,,... , ' ,'. �8'-SI^ I IH'0 6' 1' 7y 4,Q, -�' ��r �' � �, . ,. 60"-R' 1 119'¢ T 1' f..i��D,�'�' �yyy �� A.G� �f i>,` � � 76'-90" (U�'0 8` 1' FLL7ERBl/VtlQT . ��° �� '. • �•JJ(1`i: l Nf•ki TYPICAL CULVERT DETAIL z �mONe.° ""�` '�,�:_ ''� ` `~'� ,�, �� ,•_ ;�` - � �� `��`� �ro�� 40� usrxr.wvon �� f T -�. - NOTE: PHOTO LOOKING NOR� O O �� O�O iwzov �M�, � yc .,�ADR4NEWAYCREEKWOOD .=Lti. �� FLARED END SECTION � 1 M . ' � � �' AND TRASH GUARD ruhna '� � t� RIPRAP AT OUTLEfS ruae no. �'��" � � :... �' . .. � � 6' �3'�. "�t= ��3 I � STO-6 '� STO-7 c�+r.v.c`. �:�.� PHOTO 2 � .i II ��s_��°-e� ,}s�«-�� PHOTOS 1 AND 2 - LANDSCAPE RIPRAP 3 Hor m s� c-eot S� PRIME CONSULTPNT PR0.1ECi TITLE $�{�7 n� i,�,.�,.n,,,T,��„ �,p„ PaMrER c�tEac DEfAILS � ��,��.�� ^� WENCK �,�,� �� SUpEAV19q1 A1W 1lMT I NI A OUIY LICF1154D � �APRO�,�4,0lIAL�A UtOEIt lYE I/iM'S 0�ilff - � DWN BY CHK'D APP'D DWC DATE JAN LO16 8 �,W,E i H R . M nN ` MINNEHAHA CREEK M,ls scuF AS SHOWN � i� /;�1� Responsive partner,ExcepUonal outcomes. W AT E R S H E D D I S T R I�7 � 0 ISSUm FOR QUOiES MJ$ CJA1 01�15�16 �n� PRQIECT N0. SHEEf N0. REV N0. � �, � REV REVISION DESCRIPTION DWN APP REV DATE aTE Ol/15/2016��/ �� 43066 �u�tltv OF WATER,QUAIITY Of LIFE O�BS-SO9� C-�O� Q