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Home My WebLink About2016-00523 - replace culvert under driveway CITY OF ORONO * Z 0 1 6 - 0 0 5 2 3 * ' 2750 KELLEY PARKWAY DATE ISSUED: OS/26/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4650 CREEKWOOD TR PIN : 30-118-23-33-0006 LEGAL DESC : PAINTERS WOODS : LOT 004 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: REPLACE CULVERT UNDER DRNEWAY APPLICANT MINOR LAND ALTERATION 0.00 TOTAL 0.00 MINNEHAHA CREEK WATERSHED DISTRICT 15320 MINNETONKA BLVD MINNETONKA, MN 55345- (952)641-4513 OWNER BJORK, KEVIN&LORI 4650 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 alI required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ( ��Ll.� c`-7 / ��/ /�o Applicant Permit ignature Date Issued B S gnature Date City of Ot�ono - Zoning Permit Application �'.c�11�- ��.,C,�,�. � Mailing Address: Permit number: � �O •O CrysBtal ay, MN 55323-0066 Date received: t ' ��- ��' -r - l�Z.; � � ('/�' Escrow#and � Sfreet Address: amount: � 2750 Kelley Parkway A) . y � Orono, MN 55356 Permit Fee: �V G ��k�s}{O�� 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 prinf.) ' Job Site Address: �{tc Sl� Crt��i„�doo� �a�f ' CONTRACTOR/APPLICANT INFORMATION: Name: lVl�nnrkak�('.y. (.JC L3a'�-�.rt{tG� btt-fn�}' Phone: qTZ-�o�1f �(/�'r� Fax: qsy- yl� �Obb2 Address: I53z� M�y,r�h�.�kA f;l�,( City: /t�;nni��c� ZIP: 533yS Contact Person: ��Q,,,, SGr„�pr�s ContacYs phone number 4s�--uyr-�r�� Email �-<<��`r �_�..,,�,�,,knkA cr�ck. Applicant is: Contractor Homeowner (Circle One) -. °`9 PROPERTY OWNER INFORMATION: Name: �,,,y, �- Lo�," (3;o�K Phone(day): ySZ- y��- Z23/� Mailing Address: yG$'u Gv�ccrwi,.� (,��;�r ��„1� ,Mr� �i^ ZIP: �,359 Email and/or Fax K b i o�K 2�1�D� aoJ r�..-, Overall Project Description: � t vcr�- I'e 1a �rra.� d r ��r✓e. < BaXk TYPE OF PERMIT cotlected whenE ermit is issued 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+engineenng 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 Land Alteration Permit Land Alteration, Major (grading, filling, or excavating) of more than 500 cubic yards $50 beyond the lakeshore setback OR mnre than 50 cubic yards within the lakeshore setback ', (also requires Conditional Use Permit) /Reference: Citv Code Sections 78-967,78-?247 and 78-12861 Escrow for erosion control and engineering review costs As determined b CUP ' Land Alteration,Minor(grading,fllling or excavating)of 51 to 500 cubic yards beyond the $50+engineering review costs � lakeshore setback OR 50 cubic yards or less within the lakeshore setback ' lReference: Cltv Code Sect/ons 78-967.78-1247 and 78-72861 Escrow for erosion control and engineering review costs $2,000 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 focated less than five feet from the property line. Escrow for erosion control and engineering review costs $2,500 fReferencec Citv Code Sectlon 78-1405(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. Stairway or Lifts 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 lReference: Citv Code Section 86-661 Escrow for erosion control and engineering review costs $2,500 Tree Removal or other vegetation removal within 75 feet of lakes • No charge. Reference: Cit Code Section 78-a285 Pre-inspection required. Tem ora Construction O�ce/Trailer(associated with buildin ermit $30 Updated: May 2015 ' a i APPLICANT/OWNER ACKNOWLEQGEMENT: • 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; • Applicant/Owner 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; • 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 information supplied is true and correct to the best of their knowledge. Applicant's Signature: Date: S�2�/(s Property Owner's Signature: Date: SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits require a completed TYPE OF PERMIT: application form, escrow agreement(signed by the property owner) and escrow check from owner, two copies of each,where applicabie,plans,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) Hardcover Pe�mit 1. All Minor or Major Land Alteration Pertnit requirements apply as appropriate 2. Hardcover calculations,existing and proposed 3. Survey Land Alteration,Major 1. Survey/grading plan including existing and proposed contours as approved by Conditional Use Permit 2. Erosion controi 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 requirements. Please note,the City wlll 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 will not issue a i buildin ermtt wlthout information from the MCWD. '" Retaining Wall 1. Plans for wall(s) 2. Unless repair or exact replacement of existing wall,submit an updated survey with grading plan inciuding exfsting and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control pian 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 issue a buiidin ermlt without fnformation from the MCWD. ! Stairvvay or Lifts to 1. Construction plans for stairvvay or Iift,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 documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildln ermit without information from the MCWD. Structure Permit 1. Construction plans. 2. Survey/site plan 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 plan. 6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation irom the MCWD stating the ' proposed project does not trigger any of their permitling requirements. Please note,the City will not issue a buiidin ermit without information from the MCWD. Tree Removal Cail: 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 ufred for clear cuttin ,buckthorn or other intensive ve etation removal. Updated: May 2015 � PLAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS Address: ��_l �,�� Zb�YJ '�� Description of work: �� YlV , Type of permit: Zoning review by: �,A IVL� Date Approved: � 'z. ' Grading review by: ,�i Date Approved: ��3�,�-4Gf� Other Review, Reviewed by: Date Approved: Zonin Information: Zoning File #: Resolution#: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted? 0 Yes ❑ No Date of Survey: Revision date: Existing Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side 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 � Yes 0 No 0 N/A � Yes 0 No 0 Yes O No 0 Yes � No 0 N/A Permit Number: Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 0 Yes 0 No 0 Yes 0 No 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? ? � 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 N ,�- 0 Footing Escrow Agreement received? 0 Poured Wall 0 As-Built Survey � Yes � No � Planting Plan 0 Wetland Buffer Escrow Money received? � Final � Yes O No � Other(specify) Engineering review needed? 0 Yes � No REMARKS (in-house): ��1 VL.� � ► Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated:January 2013 z:\forms\old stuff�plan 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.or� 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> Subject: 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. i !f you h�ve any questions, please don't hesitate to contact us. Thank you. Christine Maifson Planning Assistant City of Orono 2750 Kelley Parkway � Orono ; MN ; 55356(physical addressJ PO Box 66 ; Crystal Bay j MN � 55323-0066 (mailing addressJ � 952.249.4620 j 8 952.249.4616 � 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.or� From: Mike Gaffron [mailto:MGaffron@ci.orono.mn.us] Sent:Thursday,January 21, 2016 5:10 PM To:Tiffany Schaufler<TSchaufler@Minnehahacreek.or�> 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 8th (not the 7th—oops!). It would be useful to have the plans for the easement boundaries, although not sure if the attorney will need them. I'm assuming the Council will have to authorize signature of the easements. z For the dand alteration permit, probably start with Christine Mattson for the culvert replacement permit process—she can advise you of the correct forms to fill out, etc. Mike Michael P.Gaffron Senior Planner City of Orono (Street Address)2750 Keiley 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 4:59 PM To: Mike Gaffron<MGaffron@ci.orono.mn.us> Cc:Jessica Loftus<iloftus@ci.orono.mn.us>; Adam Edwards<aedwards@ci.orono.mn.us>; Soren Mattick<smattick@ck- law.com> Subject: RE: City easements & proposed MCWD easements M i ke, Thanks for getting back to me today, I really appreciate it. I would be more than happy to make a short presentation to the City Council at the beginning of the February 8th meeting. I will be touch base with you next week on that. I have attached the Olsen easement document as it has been updated since I sent it last,Orono subordination signature block is on page 9. I now have site plans indicating the potential easement boundaries for each property, please let me know if those would be useful for the attorney to have during their review. Assuming acceptance by the City Attorney on the easement documents,will the City Council also need to authorize signature of the easements? Who is the best person to contact at the City to apply for the land alteration permit? Thanks! Tiffany Schaufler Project and Land Manager Minnehaha Creek Watershed District 952.641.4513 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.or� From: Mike Gaffron [mailto:MGaffron@ci.orono.mn.us] Sent:Thursday,January 21, 2016 4:03 PM To:Tiffany Schaufler<TSchaufler@Minnehahacreek.or�> Cc:Jessica loftus<iloftus@ci.orono.mn.us>; Adam Edwards<aedwards@ci.orono.mn.us>; Soren Mattick<smattick(a@ck- law.com> Subject: RE:City easements& proposed MCWD easements Tiffany— 3 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 ifyou 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 approvals 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 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 Mike, 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 28th. If possible, I would appreciate your input and guidance on how to proceed with the easement acceptance by January 2152 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 �w MINNEHAHA CREEK WATER5HED DISTRICT •--r�+�+ QUAt1TY pF WkTER,QUAi1TY flF IIfE 6 a R � MINNEHAHA CREE� WATERSHED DISTRICT RECEIVED � PAINTER CREEK CULVERT REPLACEMENT MAY � 2 2016 � � JANTiJARY 2016 CITY OF ORONO 0 �RONO COP� _ . � � . , , �,a.:� . . ,.. , . ` „�f Y '� � x4 �1..:`1 „�, ,, �,' ✓r �� .. _ . 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CALL BEFORE YOU DIG ' GOPHER STATE ONE CALL nMN arr,uz�: esi-4s4—ooaz Tql FREE 1-800-252-1166 � PRIME CONSUITANT PRQlECT TITLE SHEET TITLE � Par�r� cREac � I��T�� W E N C K CULVERT REPIJ�CEMENT �� ,qND INDEX SHEET an r�rortr w�vaFru+tv er►�on urooc w�'oa�cr PROFESSpINL�QIGfIFFA UIOER T�VEY�iHE $ STATE OF YMINESOfA - � � DWN BY CHK'0 APP'D DWG DATE JAN ZO1G � �+nr ru� � r��. M AN Responsive partner.Excepuonal outcomes. MINNEHAHA CREEK M,15 sca.E AS SHOWN 0 IssUm FOR OUOTES Au5 G1M Ot/15/16 �� i, W AT E R S H E D D I S T R 1 C T pRp,)ECT N0. SHEEf N0. REV N0. � REV REVISION DESCRIPTION �YIN NPP RE�I�� P�TE O�I�S�'LO�B ��` 43OGG DUALITY OF WAfE�,QUALITY OF LIFE O'eG—�� G��O� O OJ a � . � GENERAL NOTES: GOVERNING SPECIFICATIONS: � 1. EXISf1NG CONDITIONS WWE BEEII PF20VIDED BY A COM&NATION OF UQAR OA1A AND �• TME MINNESOTA DEPARTAIENT OF TRANSPORTATION 'STANpARD SPECIFlCA110NS ' UYITED SURVEI'DATA BY WENCK ASSOCIAIES. p(ISfINC f'EAlURES MAY NOT BE D�ACT TO FOR CONSTRUCTION' 2014 EDITION h UTESi SUPPLEMENTS. iHE1R LOGTION. 1HE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CONIXT10N5 OF 2• CfTY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTIUTIES ti iHE SITE AND SFMLL N071FY iHE Q�IGINEEft OF ANY pISCREPANCIR OR VARIATIONS FROM SPECIFlCATIONS (UTEST EDR10N) +� THE DRAWINCS. 3. ALL APPUCABLE FEDERA4 STATE AND �OCAL UWS ANO ORDINANCE WII.L BE 8 2. ALL QUMRITIES ARE APPRO%IMAiE M!D NAY VAflY TO ALLOW COMPLEIION OF WORK. CAMPLEfED WITH IN THE CONSTRUCTION OF THIS PRQIECT. 3. THE SUBSURFACE UT1Utt INFOR►M11pN IN 7HIS PLAN IS UTIUTY pUAlffY LEVEL D. 1HI5 g WLWTY LEVEL WAS DEfFRMINW ACCORDINC TO THE WIDpJNES OF Cl/ASCE 38-2 ExmtFo��TDFLN6 FOR iHE COLLEC110N AND DEPICi10N OF IXISTING TRAFFIC CONTROL NOTES: 4. EXACT LOGIWN OF UNDERGROUND UfIUT1E5 SUCH ilS GAS�Tf].EPFiOME� FlBER OP�IC, PIPELINES. ELECIRICJJ�ANO GBLE N ARE UNKNOWN. (�NIRACTOR RESPONSIBI.E FOR 1. 1HE CONTRACTOR SFkl1 BE RESPONSIBLE FOR COORDINATING ALL CONSIRUCTION IAGiINC PRIOR TO STARIINC WORK. SGGINC.ON OR OFFSIIE,AS NECESS4RY TO COAIPLETE THE WORK AS SPECIFlm IN iHE 5. CONiRACiOR SHOULD ANTICIPATE PPoVATE UTILRY CONFlJCTS iHROUCFiOUT 1HE PROJECT PROJECT DOCUYENIS. SUB CUT AND 1ftENCH ARFAS AND SHALL COORqNATE WRH PRNATE UTIUTY ON'NERS. 2. CONTW�CTOR SHALL BE RESPONSIBLE FOR ALL TRAFiIC COHIAOL ALL TRAFFIC COMROL 6. iHE R0.0GTION PND OR PROTECTION OF ALL IXI$TIHG UTIUf1E5 AUJSf gE CppRp�NqTEp SW�LL�pNFORM TO THE UTE5f EDff10N OF THE AIANTCO, INCLUpING hIE UTEST FlELD BY 1HE CONTRACTOR AND ANY C051S FOR SUCH WORK SIWl BE 1HE RESPONSIBIUTY MNIUAL FOR iEMPORARY TRAFFIC CONTROL ZONE UYOUTS. IF REWESTID�A TRAFFIC OF THE OONTRACfOR. NO PDDIilOW1L COMPENSAl1pN WILL BE ALLOWED FOR DRRA TUAE CONTROI PLAN SFW1 BE SUBMfIlEp TO THE CIIY FOR REVIEW AND APPROVAL PRIOR TO AND ffFORf OF PROVISIONS NECESSARY TO WORK AROUNO OR UNDER ANY UTIUTIES. ANY CONSRtUCTION RELAiED ACTMTIES. RANS SHALL CONPLY WRH ALL APPLICABLE 7. RE�AEW ALL iREE REIAOVALS AND OTHER SURFACE CONFIICIS MATH ENqNEQt AND PERMfT REWIREMENIS. OYYNER. 8. INSTALL AND AWMAIN EftOSION CONTROL DEVICES AS SPECIFlED OR AS DIRECfID BY Q�qNEER. 9. CONTR1CfOR SH�LL CONPLY WRH Nl STATE, COUMY,�wo��s. TREE PRESERVATION NOTES: 10. MAINTAIN AWL, GARBAGE,AND RECYCUNC SERVICFS•TO PROPERIIES. 11. PR01ECf Do5I1NG PAVpAENT AND SITE FEANRES, IXCEP7 AS NOTFD. DAANCE TO �, pRpTECT p(ISTING TREES THAT ARE NOT TO BE RElAOVED. INSTALL OWWGE IXISi1NG PAVEMEHf SHALI BE THE R�BIUTY OF 7HE CONTRACTpR TO CARRECT AS TO n1E owNERs SATISFACnON,nr No AppITIONAL cosT i0 iHE owNER. MESH FENCING, 4' HIGH, WfTH STAKES EVERY 10 FEE7, 5' OUTSIDE OF THE 72. CONTRACTOR 70 COORDINATE AND MNNTAIN A�70 PROPEKfIES. CONTRACfOR TO DPoP UNE OF ALL PRESERVEp TREES, OR AT THE CONSTRUCTION UAIfTS AS PROVIOE MINIAIUY 72 HOURS NOTICE PRIOR TO STAR�INC RpAWA�WpRK. COHfRhCTpR SHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WRHIN THE PROTECiFD ARFA SFNLL PROVIDE ACCE55 TO EACH FiOME AT END OF WORKING pAY. TFIAT AUY HARM THE TREE AND COMPACT THE SOIL, INCLUDING, BUT NOT 13. 1WNTAW DRNWICE CONVEYANCE WPoNG COMSTRUCTION (807H PlpEp I�NO OVERIAND). UMfTID TO IXCAVATION, STORING IAATERW.S, PARKING AND TRAFFlC DURING 11. CONTRACTOR SFNLL SIRIF,STOCKPILE,AND RESPREAD EXISTINC TOPSqL CONSfftUCT10N. WHERE CONSTRUCTION REQUIRES DISRIRB/�NCE WfTHIN THE 15. BY ORDINANCE,WORK MUSf BE UMIIED TO CrtY OF ORONO WORK HpURS pF 7:00 AM PROTECTID AREAS. DISTURB THE R00T ZONE AS LRR.E AS POSSIBLE. TREE 10 8.�00 PA1 MONMY TO FRIWY AND 890 NA TO 8:00 PM WEQCENDS AND HqJDAYS. pRp7ECT10N MEASURES SFWl BE CONFlRUED 8Y OWNER AND ENGINEER PRIOR wORK oUi51DE TH6E HouRs, MICWDIMC oaERA71Wd oF DEwATER�MG PUMPS� IS TO STARTiNG CONSTRUCTION. ALLOwABIE ONLY hNtOUGFi WRrtTEN AUiMOPo7A710N OF 7HE PU&JC WORKS DEPAKIMENT. Z �� P�� CINC MUST BE IN PIACE PRIOR TO BEGINNING 16. WE7LPND AREAS DISRIRBED WRING CONSTRUCIION SFiAIL BE RESfORW TO AIA7CH PRE-CONSTRUCIION CROUNO CONTWRS AND OONDrt10N5. CONSRtUCT10N. 3. WHEN TREE ROOTS ARE ENCWNiIItED T1iAT MUST BE REMOVEO, CUT ROOTS CLEANLY AS FAR FROM THE TREE AS POSSIBLE AND IMMmIATELY WATER AND REMOVAL NOTES: BACKFlLL OVER THE ROOTS TO PREVENT DRYING. '. �wTM�cor�rx,�icn'�oH1D�"1o��,Nm a��R°"0"""""T EROSION CONTROL NOTES: 2. SAMlCUf ALL PAVEIAFNTS AT REAIOVAL LNAl1S. 3. EROSKKI CONTROI MEASUR6 MUST BE IN PIACE PRIOR TO ANY REMOyAIS. 1. ADOfTIONAL EFtOSION (�NTRp�MEASURES IAAY BE REpIflREp DEPENDING ON�iE CONpRpNS 4. CANTRNCTOR SFNLL CONTAIN DOAOUTpN MATERIAL MID PREVEM pSCHARCE AND DEBRIS DURINC CONSfRUCTiON. COORqNAiE WfIH QXYNEER. FROM ENTERINC WATERS. 2. N.L EROSION CONTFtOL DEVICES TO BE INSTALLED PRqR TO COMMENCEMENf OF WORK. AWNTNNm IN ACCORMNCE WITH SPECIFIC/�TIONS THROUCFpUT WRATION OF PR0.1ECf.AND RELOVED UPON ESTABUSHMFM OF F'MUL SfABIUZATION AS DIRECTED HY ENGINEFR. 3. RElAOVE iRACKED SEDIYENT FRpAI pL�PAVED SURFACES B07H ON AND OFFSITE AS DIRECiEA DEWATERING NOTES: er o�r+�x cir�cioorrK>. 4. qSNRBANCE OF AREAS IpENTIFlm AS WEilANDS SVIOULD gE AVOIDED IF POSSIBIE. 1. NO 810 I1DA HAS BEEN PROWDED FOR DEWATERING AS ALL DEWATERING WORK a�RBRNCE OF WE1lAN0 TO BE RESTOREp TO A SAlISFACfORY LEVEL AT COMRAC1pR'S NECESSARY FOR CONSTRUCTON W1LL BE CONSIDERm INqDENTAL IX�� 2. ENERCY DISSIPATION SHALL BE PRONDED AT AI.L DISCHARGE PqNTS TO 5. RESTORE DISTURBm AREAS WRH AqN, 4 MICHES TOPSOIL,NAiIVE S�MI%,M!D EROSION PREVENT SCOUR. CONTFtOL BUWKEf OR TURF RQNFORCEAIQtT NAT WHERE NOTEp. 3. DEWAlERING DISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARCE. 5•�• ��L BIANKEf: MNOOT CAlEGORY 3, STRAW 2S (Np pOLY NETIING N10Wm 4. PROVIDE SILT BAGS FOR DEWATERING. - NAiURAL-FlBER, BIODEGRAp4BLE NETIING 0l41�. INSGLL PER SfANpARp pE7NL PUUE 5. CONTRACTOR RESPONSIBLE TO SUBIAR DEWAiERING PLAW TO ENqNEER FOR REVIEW. ERO-1A DEWATERING SHALL IAEEf Nl PERMR REWIREMENIS AND BE APPRWm PRIOR ip 5.2. NA7NE SEm MD(TURE: MN SfATE SEED W7f 36-211 (WOODIAND EDCE SOUIH AND WFST) STAR�NG ANY CONSTRUCf10N ACTMIIES. AT PLS RATE OF 34.5 LBS/AC WRH WINTER WHEAT COVER CROP CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: 1. PIPE BEDOMIC FOR RC PIPE SFi�LL CONFORM TO SfANDARD DETAIL PLAIE CEN-� t. ONMER INLL PROVIDE CONS1RUCrON STAKING. CONIRACT SHALL NO11FY OWNER (�qpQ,�q�,�, A MINIMUM OF 48 HWRS IN ADVAN(�D WHEN REWE571NC SURVEY WORK. y �ry57qLL Poppqp pT fAq{ pRpppsm pURET pQt STµp,Mp p�f/J�puh 510-7. 3. TRENCHES SFIALL BE Cp1Ap/uCTm Tp A MINIYUM OF 9S PfJtCENT, D(CEPT TO 100 PERCENT IN THE UPPER 3 fEET. 4. PIPE LENCTHS ANp pEVAiIONS ARE TO CEMQt OF STRUCfURE S� PRIME CONSU�TANT _ ��,�T,��, �,,,� �^� WENCK at n�vaRr wws vr�ru�o er�ae u►oER rr onEa � �s�nviaa+ua nwT i�w�ou�r uco+sm § �A��U�OFR THE lAWS OF IIIE - � pqM� Po H R . M AN • � o r�um Fo� ouo�s ws c,�M o�/�s/�6 �� /'� /��!�- Responsive partner.Excepuonal outcomes. REV REYISION DESCRIPMIN DWN PPP REV DATE P4iE �l/15/2016� �g� �.7066 � x _. , WA�NIN(i: �r \ ' � ' � :._ � _ : - . - - . ; ,�- � - - - ,.- . - � �� \ c�\ # � �: ; THE CONiT2ACTOR SHALL BE RESPONSIBIE FOR CALUNG ' \ �r_ �� .. �'� � . . , .. , . 1 � , � . 1.� � -�: � FOR LOCATIONS OF ALL DaS11NG UTILITES. THEY SHALI e. � �. , =.:, � ... . ' �..,,'�- � - y .� �� , • .# ti � �,�, � , � ' � i �\ � � �� COOPERATE WITH ALL,UTIUTY COMPANIES IN MAINTAINING - � , � . � _ � � � � � � .: �' � hIEIR SERVICE AND/OR RELOCATION OF UNES. . �, , ' � ,s., -; . . . . T� , . . � � . . . - � � / � . �t ,,� "` . � � � � APPROX. D(TC/I g(TYP) `� : .• .. ,�': ,� : � THE CONTRACTOR SHALL CONTACT GOPHER STATE IXJE �'.'•�" : ` ..�� - .; � ..�� Y,. ,. � « +� �. ~ €�� CALL AT 651-454-0002 AT LEAST 48 HWRS IN �' ` ��-' "�� ' IX. � �' - � . . . � -�. .>� \ - . � . . ,. / � . ., � ._ n � , .. ,,:�, �, ��, �..: MN. 958.98 � � ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND \ �,�� ,; � ;,��,�'� ,:y, � �� / �.:_.-�- \ . S ��'-.WIRES, CABlES. CONDUITS, PIPES, MANHOIES. VALVES OR . �"�. .� . � � a�T��N I� {- �- �:._. . . - .O1HER BURIED , r '� a. � � '€�� .d,. � a:>. _ . � � . ` ��STtUCTURES BEFORE DIGqNG. hIE CONIRACTOR SHALL ,� . - � � . EX. 18' WL1EHf � � . ^., ..: ..�*' � =�,,.� - x �� . . � � .�, �,. � . � o � REPAIR OR REPUCE THE ABOVE WHEN DAMAGED DURINC - . � '� �`"'''.. , � / � ��y .� �.•_`��,r` \ . .. . CONS7RUCTION AT NO COST TO 1HE OWNER. , ;fi � �,. ,. ., � "t ,� � ._._. _ _ . _ . , , , ��,,, - � -. _ , �t., �- , " i';,a r -�'�..+,"'�,'-�`3 Q � � �f� . .s .. � " Y � ;�� CALL BEFORE YW DIG • .. . �:� . S�� . . . .,'`�" .. �'-> . , . I . • .. "'-�q.a�.R � , ` ' , , .a '" , . . . � �' :a� . c - .. , :� . � � if ��.. �S n � . �c.!: GOPHER STATE ONE CALL ` y�� " ` � �,. � � �,;.�r " . 'y � "'"� „ � ��. ;� , � � . � � �� - o, TNN qTY AREA: 651-454-0002 " ° EX CATCF6ASN � � �� f'�� . , + ,�' �^:�-�. � Tq1 FREE 1-800-252-1166 �, ,� . � � �: , � � _ . .. . ,�" . _ - -- - _ --- _ . p " � I � ` a;a'' �� -w.` �� s �. .; n :< � � � � Q a �� INV. 956.72 7 :. }"x � '�.�� ' � � �a, ��.:�.+¢� 3�x '.. ��S: . . . . _ . � � `Y. � . a � i. ►ior ui oasnwc rn�i.oc�nons sHowH iH ut� � • 3 �. � �Dorriorw.rr�s u��ocaTED nFxt coHsrnucnor�u�as �� : ,'� � -."�� " �� - � �' � Y � +' � HD :�,;:., � �, �" � �� AND IMY IMPACf OPERAl10N5� NOTIFY aqNEEfi FOR REVIEW. � . IW �� .i � � �' � �� . � � �� . � � �. T. DRIVEX'AY REMOVAL UTAl15 ARE APPROXIMAiE CONTFtACiOR TO . . . � I ��\��► � � �,�`� . � � , �,� "� � � ' . ADJUST IN FlELD AS REQUIRED FOR CIXISTRUCTION. . �"� RENOIE E'RCP CUIVEFLf ' � "� CIEWt ANO fXtUB 38 NICH -. .. " � „A . ��•.. `. , . ; a. �+.�er� r�wovK�s coNsio�m irkroo�a. Mrr ( o�orr+Ec�n oeF+�tv�'w/ , / � �. w` �r, � .�,y ��' f: Y � COYPE115A710N SHALL BE INCLUDED IN APPROPRIAIE BID M OfTCH) ' ' ENdNEIIt PRIOR TO F�MWPL) .'� . ,. `O �,�� 6 ,��,�+ � �;my� . � f • , , �. ' �F �� T�el.a5i1�'i' y. �o..��5 ��,,4. A LOCAiE REWEST Wh5 AMDE AND W15 COPHER STAiE ONE � REIJOVE BIRHAtlJ0U5 Y �'`:�-� � � � � ' CALL 11CKET N0. 160060192. UtAfTID INFORMATION HAS BEEN �- . ., ; ...:. aRwioen. �va�, �oarar+k ununes(aFcrnicu. s►wcxfr�r r�wwK u►ars( � �ox. orsnfwa sur�� , �� ,. � �� COMMUNIGTION. FIBER OP�IC. EfC.)ARE ANTICIPAiID IN THE 9�g (X i __ ELEV. 966 / � � �- �. 'c�.�.^r. �` .�� .':;� .. DRNEWAY SECTIONS AND CONIAACTOR SHALL PLAN � . . �." - _. . . . �.'�n: a� ��. .._ ` �. � � s`" ''_• ACf�RRWtI(YY. � CLEAR AND q�j,�-�-�__4�� c ,, � � z _ AC DI c—'�� :�� .�; :.__ t _ � �, . . . � �:-� �i 5. FOR SAFETY CONCER�IS, ONLY ONE DRNEWAY�CULVE'!tT SFIALL . � 3-12 NICFi DBH � '� 0�1 TREE (VERIfY N/z��-�-G,�� - ' BE REMOVED AND RE.STORm AT A 71ME � � �'M�/Dlq � QK�1#FR�PRpR TO RflAONAL�`. ' .•s , �6. 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' � � �,,. . . a�u.� �. - -' „�, .�,., �: .�` � 9G'_, ai �-�- - �, �.��- . OrtAPHC SCAt£M(#�i. , + w .� +` - -- �.:- - � �� +�w ��y. � � � � .. / A�.,.. ��,,. ��. r' :r. f;s' � �°':�� . 1�r: � � � - . . fi�;� r: c� ' � . . � � .- . � � �� . . . • " - �v _ .; ,:� ,, .. �� "� .. ,, � - �- � . . �' . . �.�� ...�. #:x.� _ ..d . „ . �, � � �. .. . � - � � ' � � i . . . . . N. . � �. :�. ._r ._ ��, . .. . r. �� : , _. � • �� __ : � ':. ,._ ;'.� _.� • _ _ . o�' S� PRINE CONSU�TANT PROJEC7 Tlil_E SHEEf TITLE aar� cRmc i��s,'cExnFY nuT n�s au� saEa�na� EXISTING CONDITIONS oe re�voRr w�s rnEnu�n er►�on unoEn wJ o�cr -��`' CUIVERi REPLAGO`IENi AND REMOVAL PLAN sw�rmsan wn nNr i�u�°u�r ucas�° W E N C K � ax�ssaru��ur�x n�uws oi n� � SN�TE OF MNESOfA � ppNf N,WE RI H . M AN - � DWN BY CHK'D APP'D DWC DATE JAN ZO16 � ' MINNEHAHA CREEK MJS scue AS SHOWN �� !'� /�d'p�- Responsive partner.ExcepUonal outcomes. �p/AT E R 5 H E D D I 5 T R I C T o � ��Ta MJS CJM O1/15/16 ' j3 PROJECT N0. SHEET N0. REV N0. R� REVISION DESCRIPTION DWN APP REV DATE pATE 07/15/2016J �� 4,j066 DUAUTY OF WATEx,QUAIITY OF LIFE 0185-5091 C—�� Q . o ��i�R�.�i- .. � c � _ _ - -- � v\ ��,� �-�� - � � THE CONTRACTOR SHALL BE RESPONSIBI.E FOR CALLING �' .. � '�"�. . a' .,,g_es ' .,, M � � �- °j�ry . . .. �. . a; _ �.. �.l- .� =z�� _= �.� � �� :,�� .FOR LOCAT1pNS OF ALL EXISIINC UTIUTIES. THEY SHALL ' ^'�` c � a � -COOPERATE MATH ALL UiIUTY COAIPANIES IN MPJNTAINING � � ' . � � t; �� / � �,k�� A , ,, �.'� � �� \ � " � =' THEIR SERVICE AND/OR RQOCATION OF L1NES. '� ,�"� � � � `� �. a x „x . 'z � THE CONTRACTOR SHALL CONTACT GOPHER STAlE ONE ��',',� � �T � � _ � .� � � . � � . t ` .� ; CALL AT 651-454-0002 AT LEAST 48 HOURS IN ' � '�� ° .�� - ,�,. - , - � � \ . �� . . \Y 4," G ;� Gi . S iADVANCE FOR THE LOCATIONS OF ALL UNDERGRWND -` ��- �,��, � \ �` ""#. ' WIRES, CABlES, CONDUITS, PIPES, MANHOLES, VALVES OR . . ��{ q � OTHER BURIED �, � EX. 18'H(:P �. . ... �� , ,��-' �T�€ / ��'�-� ' . . . $ ".STRUCTURES BEFORE DIGqNG. hIE CONTRACTOR SHALL � � � � '�` � � c REPAIR OR REP�.4CE THE ABOVE WHEN DAMACED OURINC � ' �" � � �� - / � �� :$'"�,� �� . � . ,�'� � : .. - . . CONSTRUCTION AT NO_COST TO hiE OWNER. ��*"�� :. . A _ � \ , �.�. -�,.. .,, � � ��> � .�� —�--y"`�'�o:.�_ . � � : K ... �� 100-1R ElEYA710N 962.�5 a' . , � _ CALL BEFORE YOU DIG �--�� . � •. .a . ..� � . > ..� .� �.+A - �: ,�.�,. „< <.. � � � , � :. ' ...�,E � � . `:��; . 3 � .� b ..: ., GOPHER STATE ONE CALL ��. ,��-..:�,� ., - � '� :� o , , T1MN pTY AREA: 651-45h0002 �. " � °i ' " , '.� � Y ' e ..,,g ...,.��,:� �..: TOLL FREE 1-800-252-1166 � . , f'�`�+. _ .. #�- � u�: :.; �. . ' � „ .` :� 'a",- � #! ;. ..:. I � . , �I � iOPRM AT WiLET '� .. . � . � �" ' r � ,:: ,. - �- 3 y�. .�- .... _ _. _ .. -.-� — ----. _. .._.... _ '� ,., -,.� 1 SfAlOARD 0€TMl PU SfU-7 ". ' ... ,.� :. � � . �; :_ . . � � , � � �� . / £- 12 CY � -� s x. . z ._:..�: :,'t . .. ' �� " - COfISTRUCiION LtldTS � � _ .-.�-.x � ` � � , a p ,.. w� ` , � � 1. ORIVEWAY REPlACQ1ENT D(iIIJiS ARE APPROXIMATE. IMTCH . � w. �.... . ` -�� cr. , fES 1 �i , �a� "� :: . , � .. ;i El(ISTiNG ORIVEWAY CRADES.ALICNMENT�AND SEC�ION W/ . .. 5 q/V:958. ,.,. �.� . ��_ � ��r- ' ` > . .-: _ .. ` MIrpWM 3" BITUMINOUS ANO 8'CIASS 5 PER DETNL RESTORE CI�VEHf (3:1 MAX. yLOPE) STMIDARD�AIL RA � .. � �� , . �,s'.�` �# � � �, 1/C-801. ,: 2. PROIECT ORNEWAY PAVEIAENT NOT IDENTIFIW FIXt REMOVAL F ADOIiIOfNL W it&OUIRED TO FRL I �-8 . �.+ .w3 � // . . ' , r„_ �` �, . � . .. DAMAGED PAVEIIENT TO BE REPAIRED BY CAPRRACiOR AT NO � PID Vf11 ��i�cvttw J SLOPE.USE BORROW �F NO ..,.� . �. .c � ' "�� 4 - .. - ,�c 7� :�s '�=��4. ��,; ADOfTI(NIAL COSf TO OWNER. ,; ;. ., ,.'�� 4745 CRff7N�t�OD 1R � E%CE55 ONSIiE s AVNUBLE) : � � � af .. � ��+ ��.. ,�� ..„ � , #+ �� ..� :. �3. CONTRACTOR SFi�l1 PROWOE iEA1POFtARY ACCESS TO ' -� ' / . � FIOMEOMMERS AT 7HE END OF EACH WORKINC WY. ` Q . � ... � ,.z < � , � .-�4. COfliRACfOR RFSPONSIBIE TO NOTIFY R6IDENTS OF ACCESS ,.`-:. �`� � � � I b��of JB'RCP O 0.63X �/.° .�� '"y,�� .,� t w�� .� '...'3�" .. � �� DISRUPIION A MININUM OF 48 HOURS IN ADVANf�D. ,_:�� . � 3 \ D E f A LL 2/C-801 . : .�- ' . 5. FOR SAFE7Y CONCERNS.ONLY ONE DRNEYIAY�CULV4RT SFNLL .-, a � 96„ c+ : . . � �.�; '.."y�`� � � aF� � Ya.�� BE RF)AOVED ANO RESTORED AT A TIME -- �"+ �„�` ' c . RD vit 18 3�vxns � `'�-�� '� �'"�`� �..�� Y ` �6. CONTRACTOR SHALL iEMPOf7ARILY RESTORE ORNEN'AY �� y .� W &iU1AINWS ORNEWAY .. , ��-x,�,c� FtEEl�OMCbN�"TI��;- . �� - �.��7 .. � `� ��.. b ,. -^�,.� � OETA&. 1/C—fl01: � . � �4' � f ^ �- � SURFICES WrtH CUISS 5. UPON BfTUMIN0U5 PUNT OPENINCS . •� �-_�' „ �- ` � �r � `� AND RQW RfSfRICTI0N5 LIFiED� iHE DRNEIYAYS SHAIl BE � � .. � („) ` 'g �;�� - "�A = . RESfORED YIITH BfTUMINOUS PQ2 DETAIL 1/C-801. ' � . � a �� .: ' � �`'�� `r.'�.�e : h '�"` ' �?"'�� ' 1 � � � � TEIAPORAfiY DRNEWAY BID ITEM PROVIDED AND REIAOVAL OF �� SFYWFJRE.SfORE CFiAN!lEI.FOR � ' � � �'? �,� -� '�.",�-�' �,:.,. , TEYPOttA(i1'CIASS 5 IN SPRING IS INGDENTAL TO 810 ROA - - �� . � � CONINUOUS FLOW PAiH ' Ff5 2 - �i� . . . �... ' �`. _ d. �,�, 7. ORNElYA1S TO BE CIEARm OF ANY pEBRIS ANO SMEPf ' ' . . �'�I Y .. . IMIAEDY17f1Y AT SUSPENSION OF WORK ACTMf1ES OR UPOfI �� o ��N �•S �� STMAAt�DETiAL PUTE •�:��.. ' �� Y ��s� �S � � �. �� "� � � �:. ��..��. � \ � � ��.. �` Y. � . �f � . .. '� :�€ � �' �-�..a COYPlET10N OF CULVERT INSfN1ATI0N AND ASSOq�iID APPFtOX PROPERiY � S}D-6 �, . RESfOFATpN. � .�. � � . � �,� �� _ � ,� e. �ra�a.�oisruaeEn P�awous u�s wm� �os�on Y p eoin�r(�) � � ' ��r aun.er � � ; . �4 �a'' �r,, . COMROI BLAMCEi MID INTNE SEm AS NOIED ON SHEEf �° � -.•R. � / � � ,. S�ADARD�T�i0.PUTE STO-7 � - � \ ;:. �� ." ,�,, �. � G-102. ' ..� , :. >` ... ., � - .. �a . �, ��. : _ + �.� ,' 12 61' � � ;' , =�;� r� . 9. IN THE EVENT iHE WORK IS NOT WMPLETED WRING NANIQ2 �; �� `. �.. . _ / . . 1 .�, �. - , _ : .�-� , . � � CONDfMINS AND/OR MOVINC WATER MAV RESULT IN WATER . `' `:"' , . � �� :, . _- a,�" � � , � � cEs a �. �A . , � -�k �: cor�r�wxre smi►�exr�nie wam, corrrw�crat sw�u / s�v:�s.as '�. =`�"�y ��£ � -�� ,��'' � � , INSfAL1 FLpTA71pN SILT WRTNN iYPE MWINC WAiER PER :+� ��,�� ` �,,tyy� . � �,<' „.''� �.t,�,. MNDOT$PEC 2573 REOUIREAIENTS. �� ,�� . . �." c`-�:�.—��ar� ��.� ' ��. � . . a� �i . � � � „ - �10. SEE ADDITIOPUL NOlA ON SHEEi C-102 .- �� '� �. � ' � , t _- � � �` ' �' ' � �. ' � ' . . . . _'�' �.. . { .. �� i;�� . - c ' w\� � ' �� "-- �� ` � ��.: _ � "'�:: _ �. � Y \ ��_;:�� ~ . � �k�. ' `,� u- ,, . . 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MEEHAN - � OWN BY CHK'D aPP'D DWC DATE �(NJ 2Q�g - a ��W ��s ►us c,iu oi/�s/ie s�� /;��, Responsive partner.Excepuonal outcomes. MINNEHAHA CREEK MJS scaF AS SHOWN ;� W A T E R S H E D D I 5 T R I C T p{Zp,�ECT N0. SHEEf N0. REV N0. � REVISION DESCPoPTION OI�7SrLO7B QUAIITY OF WATER,QUALIT7 OF IIFE O DWN APP REV pATE p�TE �� 43066 0185-5091 C-3�� s . ! t, 6' . 7.-5. � NOTES: ! � i�con+c�o anoc�u �TA� cs-iis an� N 1. IMTCH D(ISTINC DRIVEYVAY SECTION � — � �o.e� � zuooi cvnrn� (SEE DEfA[l RND NOTFS BELOW) (3U OA) ' 2. MINIMUY DIMENSIONS SHOWN. �o:s& LOAD FpROR 7.3 OVERIPP END]0[MS �� 'BC DENOTES DE QASS A � MMMIIM OF 6'AND STAPIF F BC+12'MIN. DIAMETE0.OF PIPE CONOIETE flAIXFlLL TO 0.5 6' � OVENLAP AT 1.5'INfEkVNS. OF oU7StDE DW�EfFR WITH (15 P1) S _ � �� srwren emon+c. � �� c p II- � � � � (1sQd) PSCr�) C s :� COMPACfED 6�CICFILL � �� 3'SP 9S WFi1RING COURSE MIXNRE (SPWEA2408) & nrioaa rn� � (Pl,4CE IN 2 EQU4L UFTS) B�I1 BUT NOT 0.!&' nWoor�c 3iqs�n r�Eio�o� �� . . . . \ � _ tEss naw s• . . I — 8'AGGREG4IE BfSE CUISS 5� 100x CRUSHW .♦ �4�• �onvvncraei.s � � . .. � . GEOlEXTIIE FABPoC�IYPE V NON—WW4N �.ix•r�m�. '�•�no�s ournoe �B � � . '„� �� . a• ouwerea aF vue .�'/ W1ND SHnPED F0.0M pNGUIPR � � � �- C.OMPAC.TED$UBGRADE I BEDDINGMATERfAI ' ��y - . ---- L sTnr�vnrr�+Wceramsnau � �aocnuo�wu�arrrs �. . . � � ---- FOILOW MpNUFAC7U0.B15 MIlIIMUM OF 6' � � L 1'(10 CM) 6• . .. SPEOFlUTIONS CAMPACTED&1pCFILL iYPICAL PAVING SECTION - ORNEWAY 1 & �counseFli�nnr,�aEwh "``�z� MNOpT$PECt 3199N F1pD. �` NOf ro�' E C-�1 O.SBc '&"pEND1E50UI5IDE lOADfAR00.1.5 \ - &�lI'MIN. DUMETER OF PIPE �ss�� I � ANQ10RiRENp1 1 L �� 1.DIG 6'%6'TNBiCM / 1� TO 7 � urrotsrtmeeo soa 1.ur et.�a�r w rn�a { 5• 3.SfMIE AT 1.5'IHTERVALS �-1 12" � e.BAp(FILL WRN NANML 506 AND NMVACf � . . b• / (30 U7) g� I COMFARED BACNFRL 5.BIANI�T IENGTM SHALL NQ�IX�ED 100' �_�] �"'1 FLOW ZJ � WffHOUf IW ANQ100.TNBJQI �6�� 6• �'1�&RNOT .—�� COU0.5EFlLTE0.AGGREGATE �� (35U1) (10 ISPQ (ISOA) � � lESS T1UW 6' ' = MNDOT SVEC.J149H MOD. � � ' 1+I•I•T+� 1 ' LQ4D FACTqI 1.5 ryph: \ "Bc'DENOTES OUTSIDE �5�.2 SLOIF SURFA�SW1LL BE FREE OF 0.0CK5.SOII QIIMPS. �� (15 OQ &+12"MIN. DIAMETER OF PIVE �0 SNMED FROM aNGUIPA mCKS.VEMICLE IMPRIN7S,qND GRlSS BLANKETS 5FV�11 BEDDING lN7EH1AL HAVE GODD SOR CONTACf. CiIEO(SIAT BITUMINOUS TO MATCH �vensr[�Flunarr7 SURFACE OF DCISfiNC B O �. ��r s,.n,sox� O �..s..e�v«�: DRNEWAY �0$ �( BEDDING MEfHODS �µ� � � EROSION CONTROL BLANKET �20°B $ � �,� � � `� ��`� �'a � FOR RCP � � � INSTALLATION � � EROSION CONTROL BLANKET �� , "�`TE'+�� a � �' CHANNEL INSTALIATION � `' � � �' GEN� ERO-2A rute�+o. ERO-28 ,3<_cvr-,cwc • • • • MATCH D(. • • • ` ` ORNEWAY WIDTH ` ' �#�.: -w.'i��:�� `t<a. �-v`�-� _ ' .�." +�� 4'.` W's D(ISTING ROADWAY �'", �� ,r � ��.j"� y �� i�� H �sie, � I�-—9 � �,. � ..a�ti '4�. � �-` ,y�:. � .,�� 7��a � I � •��, '* {' e !'�, �� .. .�. - .. !�` � �!�\ -� }��L��."'.Y.� ..=-�'y.l :,t�.,.- .- �.r B SFE CITY PIATE Pq.SfP]FON 0.1PNAP VlA(FMEM. _ptqUp � �� r_.- �.� �.._,,.r T E ..p✓" p� su % w:: .,r- -•s� . 1�L011 � � �� l . ��w�� ' A RCP FES W/7RASH GUARD �wo+o0.n�P A .'�LANDSCAPE+PoPRAP � :. SAW WRD PLA7E Sf0-8 (TYP) . E .:i ORNEWAY SECTION DETNL 1/C-801 � �.� , � 5�'�� _-'_-_ -_ -- - 3.� SC � • �_ - - /. � � : 3� �f A/INIMUM � � ��^�� NOTE: PHOTO LOOKING SOUTH . -�y �'.i...� �" . .. .. ......... 310 O.SX PE � I EAST AT 4650 CREEKWOOD ^ !�N �rt� � � s cussiaaaua�uraenems �L TRP,IL DRNEINAY "� �y;.' 36' RCP 1� ,, r� ir ro zr �tue�c ranos e ' . . 3T TO 33' 8 CUBIC VARDS SD � . •', .s J -�. . - SEE PL�W ` �r '�� d ne usr�r�ae�o�ms. sa•nno�iw ie a�reic raa°ADSos ." � '"` P W ��SL�.��, SECTION A-A �2��T F'�"� cw+e weic r�ao u navaoxinu�r xaro�as.� °�" - �v?�"°` ` ' - y . � O V9t]OIM.INS7PLL AT fi0°FROM TOP OR BOTfOM OFVIPE. — ..� $ �3 ,�-�. 6' � '�� I VRAG a. .. ... u�� S �� :. 4 w FROVIDE 3 Rf1010R O1P5 TO FIISfET1 —� J_ � -.. .., .,.'' _ - �. .��,g-s� .............._................._..._..._._.."'._... .............._.___..........._..._............_._. 7PA511 GUNtD TO RAR�END SECTION. N ..:_.,_;y''. . `.:'}'-_•�. � Y� �::. ...............�_..._`.............._._.... .........._..... _._...__,.... v � .. _....... . ............_............ . .........._._.. ...._....._.__ � FABIUC � �.1f � � ...........:::__.� h ,�,� . . . 2.S MIN. COVQi nor o�v cuvaag nFree Fne�ucwnrn. r n�n � �� hy��c'�W . I +�`'i'�1 3� S .y;1`'�" rtre��e ns�S�� eals vi�hrc e�u+�r `� 57��y� '��'V' '��-r„�•'�� 7yi c Il' 3/4'0 27/Y 5/g' SECf10NAd UNBI M JS � .y`1`�`�`.-. �f� ,.� rr r�,�� . IS' 3)4'0 3` 5/e' R k �� '��=�:.l,^�''�r'�j'�y�, -z NOIE �'�"��'Y� .�,.p��f� ISOMET0.IC 1B' 3/4'0 4' S/8' � �•`Vn�- � f �7��.';.ry� FILiER6lANUETREQUIREDUlAE0.RIPPAP ' aW.��;.-�C:e �TT�'� �, . '� .,p � 21'-24 1'0 4' 3I4' OR I UYERS OF SOOX MINAFI FABRIC pi :� '. �' p� �'Z �. � ��• �a 2T-36' 1'0 5' 3/4' � � � ' '�`. � sEcnoN e—e E«� L -� � ' .� a ..�,, °: 42' 1'0 6' 3H' "r .yg ��., 18'-S1' 7 l/�'0 6' 1' �P.��1'.t T ��,/�� 60"-72' 1 49'0 T 1' s` '�R."'�-yf�; ..: �`r .. � �I S4lVA �� ' � �e-�o- iU+•¢ a• r � �.�w-Y� _�� '►� Wd�SC � erkAP ��.. TYPICAL CULV�RT D�TaL 2 sern«ae-e Fiureinaa�T z �`.�,i.��' � ,i�� I ��'"'�i�'�� ` W` `Lr�t">��w.� i, „t . �ro�� $�t,r usT�nvv�. /�Q� i,�,��k �/ :pd � p{QjE; PHOTO 100KING NORTN � � FUIRED END SELTION ''�"20°6 1/O�O�� Lw zoii �"��' + ��,.;pr -�� DRNEWAYCREEKWOOD Yt-�-+...,_ '� � �' AND TRASH GUARD � II� r RIPRAP AT OUTLETS � �� "�� .: . ;^F�� ; vurz no. �.\ 9, rurc ra. �.y�r Y�""'�,��-,y� �. ,'t STO-6 �U STO-7 c��,..�.:.>�al�:l6or,+ PHOTO 2 .�c i39_Si0-6.Cw, �}s_�r�-�� PHOTOS t AND 2 - LANDSCAPE RIPRAP 3 rarro soue c-eot S� PRIME CONSULTANT PRPIECT T1TLE SHEEf TITIE � ,�,�T,�� ,�� WENCK �,�P�� o�� TM�� pprt NWE RI H . M AN - �� —� DwN 6r CHN'D nPP'D DWC DATE JAN 2016 � !"�� !,%,'�!� Responsive partner.Excepuonal outcomes. MINNEHAHA CREEK MJS scn� AS SHOWN � U �l1ED FOR QuoTEs MJS C,n� ot/15/16 �� f ' W AT E R 5 H E D D I S T R I C T pROJECT N0. SHEET N0. REV N0. a REV REVISION DESCRIPTION DWN APP REV DATE p11E 01/7� O18 �� 4JQ88 �UALITY OF WATER�QUALIT7 0F LIFE O�F3S–SO9� C—SO� O a � . � GENERAL NOTES: GOVERNING SPECIFICATIONS: � 1. IXISIINC CONDITKNdS HAVE BEEN PROVIpEp gY A COM&NATION OF L10AR pATA AND �• TME MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPEGFlCATIONS UMIIID SURVE'!DATA BY WENCK ASSOCIATES. IXISTING FEATURES MAY NOT BE EXACi TO �R CONSTRUCTION' 2014 EDITION & LATEST SUPPLEAIENIS. 7H�R LOCATION. THE CONTW�CfOR IS RESPONSIBLE FOR VEFtIFYINC THE CONIXf10N5 OF 2• CfTY ENGINEERS ASSOCIAl10N OF MINNESOTA (CEAAI) STANpARD UTIUTIES � 7HE SITE ANO SFNLL NO71FY hiE EIK;INEER OF ANY qSCREpANGE$pR VARIATIONS FROM SPECIFlCATIONS (UTEST EDITION) +� THE DRAWINGS. 3. ALL APPUCABLE FEDERAL, SiATE AND LOCA� UWS ANO OROINANCE WILL BE 8 2. ALL OUAN�TIES ARE APPROXIMATE AND MAY VARY TO N10W COMPlEf10N OF WORK. COMPLEfED WfTFI IN THE CONSTRUCTION OF THIS PRQIECT. 3. h1E SUBSURFACE UTIUiY INFORMAl10N IN 1HI5 PLAN IS UTIUTY OUALRY LEVEL D. 7HI5 g QUALIiY IEVFl WAS DEfERMINED ACCORDINC TO iHE CUID0.1NE5 OF Cl/ASCE 38-2 ��E�D�7AEUNfS FOR THE COLLEC110N AND DEPICTNMI OF E'.%ISTINC TRAFFIC CONTROL NOTES: 4. E%ACi LOCAiION OF UNDERGROUND Ui1l1TIE5 SUCH AS GAS� i�..EPFIONE� FlBER OP�IC, PIPEllNES. ElEC1ftICN.ANO CJ�BLE N ARE UNKNOWN. �NIRACIqt RESPpN51B1.E FIXt t. 1HE CONTRACTOR SFWL BE RE$PpN$IgLE FOR COORDINATING NLL CONSTRIICTION LOCAiING PRIOR TO ST�RTING WORK. SGCING�ON OR OFFSIIE,AS NECESS4RY TO COMPLEIE 1HE WORK AS SPEqFlED IN iHE 5. CONTW�CfOR SHOUID ANTICIPATE PRNATE UIIUfY CONfLIC15 1HRpUGFIOUT iHE PRQIECT PRQIECT DOCUMENT'S. SUB CUT AND TRENCH ARFAS AND SHALL COORqNATE WI1H PRNATE UTRfi'f OWNERS. 2. CONTRACTOR SHAl1 BE RESPONSIBLE FOR ALL TRAFFIC COMROL ALL 1RAFFIC CONTROL 6. h1E RELOCAl10N AND OR PROlEC110N OF ALL pfISTING IJfIUTIES MUSf BE COORDINAiED $HALL CpNFORM TO THE UTESf EDITION OF THE MMUfCO, INCIUDING THE UTESf FlELD BY 1HE CONiRACTOR M!D ANY COSIS FOR SUCH WORK SFIN1,BE iHE RESPONSIBIUTY MANUAL FOR iEMPO�WiY 1RAFFIC CONTROL ZpNE UYOUTS. IF REQUESTEp,A TWIFFIC OF hIE CONTRACTOR. NO ADOf/10W1 COIAPETlSAiION WILL BE ALLOWED FOR IXTR4 TIYE CONTROL PIAN SFW.I BE SUBIAfiIED TO 1HE GTY FOR REVIEW ANO APPROVAL PRIOR TO AND ffFORf OF PROV190N5 NECE55ARY TO WORK AROUND OR UNDER MIY UTIUTIES. ANY CONSTftUCT10N REUIFD ACTMTIES. PUWS SFW.L CONPLY WRH ALL APPUCABIE 7. REVIEW ALL 1REE RE)IWNS AND OTHER SURFACE CONFlJCIS MATFi ENqNEEFi AND PERIAfT REWIREMENTS. OWNER. 8. INSfALL MID MNNTAIN EROSION CONIROL DEVICES AS SPECIFlm OR AS DIRECTED BY �N�� TREE PRESERVATION NOTES: 9. CONTRACTOR SFiALL CONPLY WITH ALL SfATE COUNtt, AND CRY PERMITS. 10. AWMAIN MNL, GARBAC£,MID RECYCUNG SERVICES.TO PROPF.RIIES. 11. PROiECf EXISTINC PAVEMENT AND SITE FEANR6, p(CEPf AS NOTEp. p�MAGE TO �, pRpTECT IXISTING TREES T}1AT ARE NOT TO 8E REAIOVED. INSTALL ORANGE IXISfING PAVOAENf SHALL BE THE RESPONSI&UlY OF 7HE CONTRACfOR TO CORRECT AS 10 7HE OWNERS SAiISFA(.`I10N,A7 NO ADDrt10Nl�1 COSf TO 1HE OWNER. A1ESH FENCING, 4' HIGH, WITFI STAKES EVERY 10 FEEf, 5' OUTSIDE OF THE ! 12. CONTW1Ci0R TO COORDINA7E MIO AWNTAIN A�TO PROpEliI1FS.CONfp/�CTpR Tp DRIP UNE OF ALL PRESERVm TREE$, OR AT THE CONSTRUCTION UMRS AS ' PROJIOE MINIIAUM 72 HOURS NOTICE PRIOR 70 SfARI1NG REMOVAL NpRK. CpNTRA�CTOR SHOWN ON THE PIAN. p0 NOT PERFORM ACTIONS WITHIN 1HE PROTECiID AREA SFMLL PRdNDE ACC6S TO F�CH HOME AT END OF WORIaNG OAY. THAT MAY FWRM THE TREE AND COMPACT THE SOIL, INCLUDING. BUT NOT �3• MAINTAIN DRNNNGE CONVEYANCE WPoNG C�STRl1CT1pN �gpTM �p�pµ0 py�p�p)• UMfTID TO IXCAVATION, SfORINC MATERWS, PARKING ANO TRAFFlC DURING 14. CONTRACTOR SHALL STPoP,STOCKPILE,AND RESPREAD OCISnNC TOPSqI CONSfF2UCT10N. WHERE CONSTRUCTION RE�UIRES DISNRBANCE WITHIN THE 15. BY ORqNANCE,WORK AIUSf BE UYI7ED TO qiY OF ORONO WORK HOURS OF 7:00 IJA PROlECiID AREAS, DISTURB THE ROOT ZONE AS UTTLE AS POSSIBIE. TREE TO 8.�00 PM MONOYIY TO FRIDAY AND 8.�00 AM TO 8:00 PIA WEEKQdDS AND HOUDAIS. pRp7ECTI0N MEASURES SHALL BE CONFlRMED 8Y OWNER AND ENGINEER PRIOR wORK Wf9DE THESE HOURS, INCLUOINC OPERAnON OF DEWATERING PUTAPS, IS TO STARTING CONSTFtUCTION. ALLOWABI.E ONLY TFiROUpi wRRTEN AUTHOPoIA1IpN pF iHE PUBUC WORKS DEPARTMErlf. 2 ALL TREE pRO7ECTI0N FENCING MUST 8E IN PLACE PRIOR TO BEGINNING 16. WETIAND/RFAS DISNR�D WRING CONSTRl1CT1pN 51{y,1 BE RESTORm TO MATCH PRE-CONSTRUCnON GROUND CONTOURS MID CONDITpNS. CONSRtUCi10N. 3. WHEN TREE R00T5 ARE ENCWNiERED THAT MUSf BE REMOVED, CUT ROOTS CI.EANLY AS FAR FROM THE TREE AS POSSI�E AND IMMEDUTELY WATER AND REMOVAL NOTES: a+cKFlLL ov� h+E aoo� ro aR�Nr orrnNc. '' ��r wTM'�ca srm�icno„��io��vmRwm�i�,N�,`�M01'LL TM"T EROSION CONTROL NOTES: 2. SAWCUT AI1 PAVEMEN75 AT REMOV�L LIMfTS. 3. QtO510N COMROL MEASURES MUST BE IN PU10E PRIOR TO ANY REMOVALS. 1. ADDITIONAL EROSION CONTROI MEASURES MAY BE REWIRED DEPEHOINC ON SfTE CONORpNS 4. CONTRACTOR SFWl CONTAIN D�AOLRION MA7ERIAL ANU PREVENi DISCFiARGE/WD DEBPoS WRINC CONSfRUC�ON. COORDINAiE WRH ENGINEIIt. FROA1 ENTEFtINC WATERS. 2. N.L EROSION CONTROL DEVICES TO BE INSTAUID PRIOR TO COMMENCEIAENT OF WORK. MIJNTNNm IN ACCORDANCE WffH SPECIFICATIONS THROUGF10lR WRAiION OF PROJECT.M!D REII�JED UPON ESTA&JSHMENT OF F1NAL STABIUUTION AS OIRECIED BY FJ�qNEIIt. J. ROAOVE TRACKm SEDIMENf FROM ALL PAVED SURFACES 80iH ON AND OFFSRE AS DIRECTED DEWATERING NOTES: er ouu�NEm oNGoorrw>. ♦. DISTURB�NCE OF ARFAS IDENTIFlm AS WETIANOS SFIOULD BE AVOIDED IF POSSIBLE. 1. NO BID ITEM HAS BEEN PROWDED FOR DEWATERINC AS ALL DEWATERING WORK ��µD TO BE(tESTORm TO A SAi15FACTORY LEVEL AT CONTNACTOR'S NECESSARY FOR CONSTRUCTION WII.L BE CONSIDERm INqUENTAI. � 2 ENERGY�ISSIPATION SHALL BE PROVIDED AT ALL DISCHARCE PqNTS TO 5• �a�� MIN. 4 INCHES TOPSOIL,NA1NE SEID MI%,AND EROSION PRE�FNT SCWR. C0�1ROL BUWKE�OR TURF REINFORCQIfM AMT WHERE NOTEp. 3. DEWATERING DISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARGE. 5•�• �� OL BUWKET: MNDOT CAlEC,ORY J, $IRAW 2S (rq pp1.Y NERING N10WEp 4. PROVIDE SILT BAGS FOR OEWATERING. -NAIURAL-FlBER, BpDECRAp�46LE NETTiNG ONLI�. IHSTALL PER STANpARp pETAIL PIATE 5. CONTW1CfOR RESPO�i51&.E TO SUBMR DEWATERING PUN TO ENCINEER FOR REVIEW. ERO-1A DEWAiERING SFiALL MEET ALL PERMR REW�REAIENTS ANO BE APPROVED PPoOR TO 5.2. NA7NE SEID IAIXTURE: MN SfAiE SEW NIX 36-211 (WOOOIAND EDGE SQUfH AND WESh SfPRT1NG ANY CONSfRUCT10N ACTMTIES. AT PLS RATE OF 34.5 LBS/AC MIIiH WINTER WHEAT COVER CROP CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: i. a�eEoox+c roR Rc awe sFw.�canForw ro snwwRn oera�vu�ca+-� 1. OWNER NALL PROVIDE CONSTRUCTION STAKING. CONIRACT S11ALL NO11FY OWNER ��ryqp�q��, A MINIMUM OF 48 HWRS IN ADVANCED WHEN REWESTNG SURVEY WORK. Z, INSfqLL PopqqP�T EMqi pROp�SEp WT�T p�y�µp�p p�N�p��y�p_� 3. TRENCHES SFIALL BE COMpACTm Tp A MINIMUM OF 95 PFRCENT, IXCEPT TO 100 PERCENT IN 1HE UPPER 3 FEEf. 4. PIPE LENCTHS AND ELEVATIONS ARE TO CENiER OF SRtUCR1RE S� PR�ME CONSULTANT PROJECT 71TLE SHEET 7fTLE PAINTER CREEIC '��TMT�� W E N C K �L� �� GENERAL NOTES � on nevaar w�s vnev�nm er�an woEx►n'owEcr � " �PERV19pp ANp TNT I AN A DU.Y UCENSm $ �EHCRIEFIIt IRDER 111E IANiS OF THE - � _ sn�a we�sorti / PP1lf�yyE piRISTOPHER J. MEEHAN DWN BY CHK'D APP'D DWC DATE JAN 2016 � 1U �,t MINNEHAHA CREEK Mds scue AS SHOWN iz:f-/;.�,�- Responsive partner.Exceptional outcomes. 0 (SSUm FOR OUOiES MJS CJM 01�15�16 �T�� F W AT E R S H E D D I S T R I C T pRpJECT N0. SHEEf N0. REV N0. � REV REVISION DESCRIPTION DWN APP REY DATE dTE �1/15/2016� �� 43066 QUALITY OF WATER,pUAl1TY OF LIfF O,�_�, G-�OZ O