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Home My WebLink About2015-00678 - grading/parking lot plan revised CITY OF ORONO * Z 0 1 5 - 0 0 6 7 8 * > 2750 KELLEY PARKWAY DATE ISSUED: 07/2U2015 � ORONO, MN 55356- (952 249-4600 FAX: (952) 249-4616 ADDRESS : 725 SIXTH AVE N PIN : 26-118-23-44-0006 LEGAL DESC : UNPLATTED 25 1 18 23 �� -�'j�IS : LOT 1 BLOCK 2 PERMIT TYPE : ZON[NG PERMIT �� • �� PROPERTY TYPE : COMMERCIAL-BUSINESS � �' � � � CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) �� r �r�� _ / ,^ Sr(O' iC/ I � �� ZD! '�' ��`�'S � �Y � � � �pv�� l�� ►�' APPLICANT MINOR LAND ALTERATION 50.00 TOTAL 50.00 Spring Hill Golf Club Payment(s) 725 SIXTH AVE N CHECK 1648 50.00 WAYZATA, MN 55391- City of urorio OWNER 2750 Ke11E:y�Parkway �5�_�qy_460U Oruno MN �5356 Spring Hill Golf Club Receipt No: 3•�138z7 Jul 21, 2015 725 SIXTH AVE N WAYZATA, MN 55391- 5pring Nill Golf Club Previous Balance: .00 Permits 5p.00 Merhanical/SePtic/Other AGREEMENT AND SWORN STATEMENT 101-32530 Mechanical/Septic!Other _ _____ The work for which this permit is issued shall be performed according to 50.00 the approved plans and specifications,applicable City approvals,and the Totel: _____,_��-_--__ State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate CheCk 50.00 permits. All provisions of laws and ordinances governing this type of work ChP.Ck N��; 1 G48 shall be compied with whether or not specified herein.This permit will Payor: ,;,, r_�,1 f r.l��b � �� n�1 expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conforma with the State Building Code.This permit may be revoked at any t' r due cause. / � � � �l � lS � � / � / �--� App ' t ermitee Signature Date Issued By Signat Date City of Orono � ' Zoning Permit Application . O Mailing Address: Permit number: J'v V�j�� , �O PO Box 66 Da t e re c eiv e d: �� Crystal Bay, MN 55323-0066 �;!/'w Escrow#and Street Address: amount: 2750 Kelley Parkway � ; Orono, MN 55356 Permit Fee: F G �,9 �, Approved by: kES N O� Fax: 952-249-4616 Main: 952-249-4600 Notes: www.ci.oror�o.mn.us This application form must be completed in full and all required information must be submitted. (Please print.) Job Site Address: 72.� �q�/�� }�77rC.j(�1' ��'�C7 CONTRACTOR/APPLICANT INFORMATION: /' Name: `��,�.. �o r'�+-aS�� r�✓ ��N� ��_ �—b�..�C��/i� Phone: Cj�--q-t b -e�.��- Fax: Address: 725^Gp�s�Y j'Z,c�p � City: pnQ,N p ZIP: S-�'•Zc�� Contact Person: ��w�, �o yat,•i So v ContacYs phone number Email .�,�„�,�_SR�' ��.�. h�il aG, ��;�PPlicant is: Contractor Homeowner (Circle One) PROPERTY OWNE�NFORMATION: Name: ��ti�:;[,,._}�-.t,l o �.�= �u-�-- J-t+^� �o bA-,�vgp.`! Phone (day): ��"Z-4T�- 4g�?�"' Mailing Address: 72S'Co.�r?'i" QoA�p 4 w»...fz.r�r'�- �Md Z�P� �`3�1 { Email and/or Fax ��_� r�� Q,�� Overall Project Description: �oc,F- ?1Zp�ro�a,,�,�, �a�, CBoXk TYPE OF PERMIT collected 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 +engineering review costs Minnetonka ermanent dock re uires CUP Hardcover Permit: Driveway, Patio, Sidewalk, etc. (New or Replacement) No charge Also requires 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 more than 50 cubic yards within the lakeshore setback (also requires Conditional Use Permit) [Reference: Citv Code Sections 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 costs %✓ lakeshore setback OR 50 cubic yards or less within the lakeshore setback �� (Reference: Citv Code Sections 78-967, 78-1247 and 78-12861 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 located less than five feet from the property line. Escrow for erosion control and engineering review costs $2,500 fReference: Citv Code Section 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(Reference: Citv Code Section 86-66) Escrow for erosion control and en ineerin review costs $2,500 Tree Removal or other vegetation removal within 75 feet of lakes No charge. lReference: Citv Code Section 78-12851 Pre-inSpeCtion required. Temporar Construction Office/Trailer associated with buildin permit $30 Updated: May 2015 APPLICANT/OWNER 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 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; • ApplicanUOwner understands their project may require an initial andlor 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 infor ion supplied is true and correct to the best of their knowledge. Applicant's Signature: �' Date: J`� �j_p �'—'� �—�— 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 applicable, 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 Permit 1. All Minor or Major Land Alteration Permit 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 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 requirements. Please 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 will not issue a buildin permit without 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 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 permitting requirements. Please note,the City will not issue a building permit without information from the MCWD. Stairway or 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 documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a building permit 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 from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildin permit 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 plan ma be required for clear cuttin ,buckthorn or other intensive ve etation removal. Updated: May 2015 �PLAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS Address: �� ' Description of work: � (ti�� vl �W Type of permit: I W�� .�'V' Y/� /�Ctt"' Zoning review by: Date Approved: � �l (� Grading review by: __ Date Approved: ��/� � �� Other Review, Reviewed by: Date Approved: Zonin Information: Zoning File#: 1�_��2� Resolution#: Resolution Date: l Lot Area: SF/AC Width: Depth: Survey Submitted. s � 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 ,�� C�`' -� ��I Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff Yes 0 No � N/A � Yes � No 0 Yes No 0 Yes � No 0 N/A Permit Number: �GJ _ ' Setback: � Stormwater Quality Existing Proposed Variance R quired CUP Required Overlay District Tier Hardcover Hardcover 0 Yes No Yes � No Type(s): Type(s): File# File# 'f 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 0 Site Escrow Amount � Hardcover Removal � Footing Escrow Agreement received? 0 oured Wall s-Built Survey � Yes 0 No 0 Planting Plan 0 Wetland Buffer Escrow Money received? 0 Final 0 Yes � No 0 Other(specify) Engineering review needed? 0 Yes 0 No REMARKS (in-house): Other Review: Reviewed by: Date Approved: t 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 Cl�ristine Mattson From: Christine Mattson Sent: Tuesday, June 02, 2015 1:07 PM To: 'timj@springhillgc.com' Cc: Melanie Curtis Attachments: Escrow Agreement-Zoning Permit w Erosion Control 2015-00678.pdf Hi Tim, I left you a voice mail, but I can imagine you are extremely busy right now. In reviewing the proposed grading plan at 725 Sixth Avenue North there are a couple of items we need submitted before we can issue the grading permit: • Escrow Agreement. Please sign the attached escrow agreement and return with a check for$2,500. I will start the escrow refund process for the$700 land use application escrow that was previously submitted. • Minnehaha Creek Watershed District (MCWD) Permit. Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above items. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ '� 952.249.4620 � B 952.249.4616 � cmattson@ci.orono.mn.us � �C www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015 1 � MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submitted by the applicant, and made a part watershed oistrictis hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek committed ta a leadership �Natershed District. �� t/ r role in protecting, impraving and managing Issued to: Spring Hill Golf Club Permit No: 15-117 the surFace waters and Location: 725 County Rd 6 Orono affiliated groundwater _Pu_rpose: Erosion Control, Stormwater Mqmt— Commercial Construction resources within the Date of Issuance: 06/29/2015 Date of Ex iration: 06/29/2016 f}istrict,inctuding their By Order of the Board of Managers retationships to th� ecasystems of which �� '��'��-'=_.�-- Tom Dietrich they are an integral part. District Technician We achieve our mission This permit is not transferable without District approval, and is valid to the date of through regulation, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the capital prajects, permit must be received by the District at least 30 days before expiration. educat�on,co�perat��e The applicant is responsible for compliance with all District Rules and for the endeavars,and other action of their representatives, contractors, and employees. p��ms��o� Stipulations: Project to be completed as described in plans submitted to the saund science, MCWD office on May 12, 2015 according to the provisions of this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized in�ormed and engage� . When the site is re-stabilized and the MCWD staff has constituency,and the performed a final inspection, all silt fences must be removed cost ef�ective use a� pubtic funds. (Statement concerning fees for inspections, violations, etc... on following page) 15320 Minnetonka Boulevard,Minnetonka, MN 55345 •OfFice: (952)471-0590• Fax: (952)471-0682�www minnehahacreek.org . � � , • MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analvsis/Monitorins� Fees Tt�Minnehaha Creek A site inspection and monitoring by District staff will be performed where the activity involves: Watershed Distri�t is comrnitt�ed ta a Lea�rship • a commercial/industrial/multi-family residential development • a single family residential development greater than S acres or of any size if rote in protecling, within the Minnehaha Creek subwatershed impraving and managing • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland the surfaee waten and • a vlolatlott � any project which in the judgment of the District staff should be inspected due affitiat,ed groundwater to project location, scope, or construction techniques resaurces within th� Distrtct,inctuaing their In these cases, the applicant shall pay to the Oistrict a fee equal to the actual retationships to the costs of field inspeotion of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, ecosy�stems af which which in the case of a violation shall be at least$35. they are an irit,e�ral part. We achieve our mission Standard Fee Schedule through regulation, District professional staff $ 65.51* �P��P►�]�� District interns $ 40.35* education,caoperative District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate endeavors,and other Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate programs based on Application fee $ 10.00 �u�� Copy costs $ .25 + actual staff time Color copy cos#s $ 1 AO + actual staff time innovative thinking,an inform�l and engaged ��rr�na� * Hourly •..s cost efFeclive use af public funds. 15320 Minnetonka Boulevard,Minnetonl�, MN 55345•Office: (952)471-0590•Fax: (952)471-0682•www.minnehahacreek.org ' z�c ��—c�� _�� - � � �� Council , S PRING HILL G 0 LF C LUB , '``-`- EXhie;t B � O h ORONO, MINNESOTA �� GOLF PRACTICE FACILITY = � � � .� �, � _ °' � m GRADING, DRAINAGE, UTILITY, 8c ERO S IO N CO NTRO L PLANS � z � � FOR W � � SPRING HILL GOLF CLUB a� � � � � � 725 COUNTY ROAD 6, WAYZATA, MN 55391 INDEX w � � !a Q 3 � � , PHONE: (952) 476-4875 FAX: �952) 404-9827 TITLE SHEET i.i � � � � SITE INFORMATION 1.2 �_.}, _ s - ' ., . . FINA�,'EROSION & SEDIMENT CONTROL PLAN & DETAILS 2.1 _ � ,,,_.; _ � ^^ • . z , , FINAL GRADING & DRAINAGE PLAN 3.1 0 '3; �' �� ' FINAL UTILITY & SITE PLAN 4.1 � �„ • + a.�� .� � ° PRELIMINARY LANDSCAPE PLAN 4.2 n..•�� e ° o�. + • DETAIIS 5.1 �� o � ��i ' " , ��b " '+ o � � � � � � a -°°Eo c� � E � ' - ` • : • . p _ ° '" , _ . L N :,oro � � . � ,,. • ` ��co ` � ; 3 � N Q � ` ' e e - -____.___�a ____ __ exisnNc coraroua �o��a y o - � � '�'Bi`�F°"� a� �. o� � \�J EbSPNG TREE/TREE LINE To E.�E a� - � �+ I o � o ��r ��fy� � 6thAveN_ JI� . � O , ,,. ooaa$ooY N � n _ , �sp�ep�uncontwb � `°'�ay � r ��;'� oSooa; � ,� � a � , E�Sn�,��E aox �_�� . . . . . . : . . � ,� . Q a o �: • , , • n�9 a p . " : , �... &y. - ' 'u ,o � � Ek15?ING BUNKER � , �.. �;.IIrcME�� .;� ' • d0 ��^-;f + W Y ( ( F-1 h '^ i�a r,y t e�F t . ta[r ,�',. ` `�.J I . TM A� .N__s . � EXISiING GR:EN ; "y _ o � p•----�� —J �— -��, � � V ��'m . : ' a �' � � o e .. . __b ,. �� -:..� 4 P �� O � •. � • ' •` n ' :� ' � � •� ElOS11NG ASPHALT SURFhCE U� E • ' • � � � H � g, �L � < "°° "� -� o�"` o F�2ACTICE �o 0 8 �e � a � LOCAl10N MAP � '_ •�� ° o . � � � ° ; I-ACIIITY � ,�� a Q �w �� o • m � � t�usnnc cr�r ann� ��i �> NOT 70 SCwE . �o �' I . Z� �< �j {��`�g�0 �_.ri o;f'j� �`�� asnNc FENc� �� 3 GOPHER STA'I'E ONE CALL `� p . �l_'�o'�" �• <,°° J' � o'��°HP EXISIING OVERHEAD POWER � O ��O C A L L 4 8 H W R S B E F O R E Y O U D I G ��o ` � • E E E E b s n N c u N�a c a o u r m E�E c rn�c x � �� TN1N CITY AREA 651-454-0002 e � c > > EbSnNG Siatu s�w�e � MN. TOLL FREE t-80�-252-1166 Q � z Q� 31 EbSTING L1GNT POLE C.� PROJECT COORDINATES � �—"'�Q�. � �,. o: '°�'° EwrnNc�or E�vnna� z �� N 44 59' 48� . . . . �. � f � 703�� PROPOSED CONTOUR 1N--1 a n J/ � i; W W 93°32' 28" � C �� . -� . . ,. . . _c .. PROPOSED REINNING WALL (/2 ` /�ROA " � � ._ . � . .� .-. ��o�o�� a PROPERTY LEGAL DESCRIPTION � . � LOT i. BLOCK 7 AND L0T 7, BLOCK 2 • � �---�= PROPOSED STIXtM SENfR SpRING HILL GOLF CLUB ' . SITE AREA . •� � + • PROPOSED SANITARY SEWER 194.56 ACRES DRAWN BY � PROPOSED N£LL CJK � PROPOSED CONCRETE SURFACE 3�18�15 a REVISIONS �n ,ot9.n PROPOSED SPOT ELEVATION /-06-15 IiENS�D PER WA7�24ED � �1 PROPOSED HEA4Y-DUTY StLT FIIJCE cprFMS o �� -PRIOR TO CONSTRUC710N �-7o-75 Sp�Bperws v> PROPOSED SILT FENCE �ost5,�mm w�Dscn�vuv � -POST TO CONSTRUCTION t�ts�n Utun[5 NPROPOSED ROG(CONSIRUCTION EN7RANCE � -PRIOft TO CONSINUCTION �; PROJECT CONTACTS ��C��4A�� a PROJECT ENGINEER: KURT OVAINTANCE. P.E. - JAMES R. Hlll, INC. (952)-890-6044 (0) Y �-� PROPOSED INLET PROTECTIIXJ a, (612)-508-8890 (M) -PRIOR TO CONSTRUCTION �n GOLF COURSE SUPERINTENDENT: T1M JOHNSON (952)-476-4875 (0) � MAY �� PROPOSED INLET PROlEC110N o (612)-812-0374 (M) � � ?�1� �,� -PosT cor+srnucnor+ CAD FILE a DIRECTOR OF PUBLIC WORKS/CIN ENGINEER - ORONO ADAM EDWARDS (952)-249-4667 (0) 8519-40TS °f SCALE IN FEET NPDES OFFICER: MER HASTINGS - b1PCA (657)-757-2882 (0) PROPOSED DITCH CHECK-ALT FENCE/BIOR0;1 � 0 400 S00 1200 GENERAL CONTRACTOR REPRESENTATIVE: TO BE DETERMIP;Ep �I7'�J/1Zw�a� `� -POST CONSTRUCTION PROJECT NO. � 1 inch = 400 feet �� T t��' �� SqL BORING LOCATIIXJ 8519�40 � � �oc �-�o��s - - - ___ -- 6TH AVE N - __ __ __ _ -- , , - -- - _ _ . . _ - __ _ S � � N _ ._ _ _ - - - _ _ _ - . _ __ - _ Z X - - _ _ __ - _ _-- - - __- . - - - . - _ � _ - -- _ _ _ _. ___ _ _ , _ _ - - _ _ _ __ - -- - , _, -- __ _ - --- - __ Q�,-a�s cFs , � � ,, _. - ��:Q,�.-za� cFs , __ _ - - ' _ _ _ - - ,_ _ _. .. - - � � � -: _._ , ._ � _. _ - � _ � � � _ , -- �._: _ - _ .� N � _ _ , _ ;_ - ;_ , - _ _ __ -___ -- - - -- - _ - . � - _� m -- ---- --- -=- _ . _ ___ , __ - , _ ___--- - -- ) -- -- � � �. __. �_ _ m - _. __ - --- _. - _ " _ . _ .- ----- - v _.. --- ---- - , --. - /�� . -_ ._.___ __'_._. . . ' �� . Q. �- _ � 16i. -�:._. ,,.__._ . ..._ ' � _ __" -'. ' - '_. . . .. . _�.`__��'�_... ... . . . _ _ __ . ,' . . . . _..,.. � ` � _ _' � , �� . �� -��'� -��.,-. .__ __ _ _ ...-.._ . . . "_ /�� . ... �'.._.. ______...i__ _ "_ ' . _ _ _ _ ' r� . __ _.� _.. ._____ �.__.. '. __" ....... _.� �,��_- �i'^ ' � .�� '-. _ - .. O) "�..� � \ �.. ,.. . �i� Z _ -- _ ___ �.� � �� ' _ - - - - _ �� $ , - f .—^ . 2$ �_ o .. , , , , _ , , � �\ ___ _r-- ,__ — _, . --_. ��► , i-� , , _ _ __ _ - �,___�� , �. . � � - � e ..\.,.. '- �, ♦ � .. -_ ��,_,., � W v � 1 . - _ ____- ---_ . � 1 _ .. ��♦ _ . _ ♦, _ , � , �p Q W , . . _- ; � + ' ,, -` ,� ` . ♦, � , __ � � � � I � __--- __ �I - - ♦ 'j�� / �♦ ��I , � � � � �� 1S � I � . � �} ��' ' � �� ♦ � , ; � � 1 � ' ' - � t . _ _ _ _ _ � - - - ., �� / .'� . .�\ . -wE�^o .. .. __..�� ", ��'. . _ , i .-. . ._... ;... _. � :�.. . ' � _ - 5�. i - - �_� _ .. �;� � ♦� � LEGEND °'fa�$��_ �� P - _—'_ • .... � . . � • f°,LL�ica z` ...___. ...__�-._ __ , ' . — ~��'�-�a-�"��.,:; -�_----� �� ;. Y •�� t� � � 8�n��$4�C _ , ; ; - `. .. .:� , a CALCULATION REACH $�o��s o _ _ , '. �` o EXISTING DRAIN�AGE MAP � H L:�`�WN � 1 inch = 20 feet TA=0.60 AC. DRAINAGE AREA � U �h --- 6TH AVE N __ PONDING AREA G� C �; _ - _ _ _ . _ __ __ _ _ . -- _ _ __ - _ _ ..._. _.. . __ _ --- -- - - ~� ~ __ _ - _ _ , �n� '" C�'�< � Q �0.08 CFS (�� > _` _- -- - __ . _ __ _�Q�xon-26t c�s - _ .. � FLOW DIRECTION � � � � - - - _ ; - - - - , --- - : ;._ ._ _ •-- ` __ , _ o � � � " ' -- - - - ALL SOILS WITHIN DISTURBED AREA TYPE B '~�'� � _- : ; _ __ __ - - -- - . � ---- - _ -- - -,- `; __ _ - --- __ _ _---- , _ ____.._ ___ � ; _ _. _ � ____ � ----- -- __ �----- � _ - - - - _. . � �Z ,- _ -- - - i - - - - _ � �- �-_ ; __—�_ -_ , v� � -_ . _ _ '_ r _. -- . -_ _ •!��c � _ . �-' -- . _ _ - ` -�- _ ' __ - - �' � , _ _ _- :_. -� � - + _ ��. v_, � -, _.__ - - . _` , __� 1 . � , � � � �� :� �� . �-� � .. _ . U2 , - � _ __ - _ __ _ _.. -- - �- __ - _ _�--- - - � _ ,., _ ,. , ,--- � ,_�-.e..,; �--___� � . . .__ �. , , .. , , ..._„�, _- - ----- --- �� -- ` _-_ _ = -' --- - .,_, � , �,. -----`` _ -. �'�"`---.�-'""`_- , . ;' - , ; r------,.." � -_ ` � , `�� '— _ ' '-- � ' � ,\ _ _ __ _ -- - -- ` , , _ _ . -_.__._ _`--.__. _ _ l' , —'� '~'`"-- DRAWN BY £P T '-- ''--__ ,> __- �� - -��- '� � �..�'� CJK L I � ��_` �� _ -- _ - - _ , - - � �� J �- - F,--- ---=":,, '. ,,\,- � DATE _ - -- __.... _, _ , , , . -_ , T � � _\,\ , 3/18/15 a � ` ,�' � REVISIONS N - � - ''rj �:� �� • 1�--� /�` `�, - /.+" � . O .� � �� _�� //� . 1 � I N I i ' �� f f � I . N _ .. �. T-_ . _— �._ /i � i �- i ' /fi � '' ; � � W - -.� _`,� ! f�, /'— — -- ` -- � .� , �. .. � � � IM � .�. � -"" . , � �,i � � - � __ __ _ � - �_�_.�.-----�� . - .. , ;.. , � �� `-_-� r-- -� �� ._ ..�.__ � 1 , . .. ._ _ -. ;.-r_ � _ v __. - � - . � /� ' . i ' k � . p � ' _'__'_' ___._._...__ . �.., ,.. � .'_-_' .. .. ..__._ . , . .. � __.. .'. _ _._. ..____.__-'_'_. . . - . O� � _. - ' CAD FILE �' ` 8519-40SI p -_ .__ __ -._-.- . � PROPOSED DRAINAGE MAP � PROJECT NO. �, 1 inch = 20 feet 8519-40 � TA=0.60 AC. �•Z 4 � � �l5 -00�--� � EROSION CONTROL RULE(MCWD) �o.No7�cnnor�arm wsrEcnox. ' � . � � /� ` i ERUSION CONIROL PLAN.1Le em wntrol pLn is e�land-elone (a)UISPEC770N: � � �� L S ��(/�.J�J�. � U von docummt�Lat sM1sll mclude ilx folloWwg. ' . . . - / 1 � - — . (1)IM udiriduei drntdied n bemg rosponmble fm�mplem�ting �.. � . . � @)Plens a�specificaUons musl be pmvided shovnng all propoml`woQ ��%��o�l pW mu�routmeh'mapea Ihe con t�uction rite -:. . . � ... . J � � apec -.- _. _.- . _. . - conWl.aoAon peveulio4 sedimeul conDnl md temporerv md pammenl once evay xvm Jays dunng achve conmucnm aal witLm 24 hows -' -" -- - . . _ . . sod stab�Lutioo measiues.iv eccordence with 1he folloxing cnaria: aflu e�amlai]evml grrata Nen 0.5 mches m 24 hows. "_ __ _ _. .' _ . . . . . .. �n ._...._ .___ �- ... .. - '_.' � . .._ .. __.. .'_.'' ' _ ' _ . .'_.' _ _" . ...... . .. i r,��a �no�sn.0�r�,o mr r cz>nu�e�..oa��«<a��ea a��oo __ 6 TM A VE N 1 V�s�ovao : _..__.._. __ ._'"'__. _ _.,'. . � . .. . . �'. � � ty m a be recmded in wril md thoe r«ord mnm be retmned mN - .. .� w (5tmmwetuComplimceA.xsiAnoceToolk�iforSmallCoagWctiw �E .' �" ' .. .' - ' . .�.: -..__.�.... ..-'_.'_'_' _. . � . ..... . . .. .. � openars'anJ/or Ne"2005[vW Stu�m��atrr Mmual."fMimemta the aoson cootrol plan aod ouJe avail.ble a�t6e DistricPs request ��• . -. __-: _.. _ __.._-.._._.-__ _._ . .... � Pollu4on Covtrol Agary,20P1) wiWin 24 hwus.Records of each inspectiw md meiMmmce ocaviry 1 . �_'�`'_� _.'.- � ,- .�.._ -.. -_'_ -' _'_"' - -. . _� � a�'D ahallincNde. .�_._ -' .'.-:,F-,_. ." ,-.: ., . _.__ ' ` _ . -...._.... _ _. (2)All ero�on�d aedimmta�ion controls DroPo�d Cor<omptim�m : � , �: . '"� �-..� __'_ ... . __ _'_" _ ' _-' . .. "____ - � � . __.-__- -� wiW thu�ule aholl l+c in ploce Ixfure any Inml.iiaud+mg activi�Y (i)Dam md nme of m+P��s: �� .... :.` . . `/-� ._.__��.__ .. -..' ;; ..._. - ___ _._ - _.._.___ - m i _ -__._.__ . ' � - ',. commmces. � . . � ..__. - '. _.__ _ , .__ . �*� _i, - _ -.- ,- W - m c�>wmeor�a�om�� _ - l.� __.._ � _. _ - - --- - -_ - �- _ _` - � � �a�r��uwo.�ae��w«tpa«orsoa«ahumaze,;w . . . . �,�_ - �:, .,�._ , _.___ ,' -- ,-- r -- ___ ._ - — - ; -- -� _�,-� _ f,' _. ---------�-r<�-----_---- 1 � � � < xulgrct to emaion M wmd m xaia sha0 be covaed vegetifed. (iiw)FmJioga of iuspecaoa+.mdudm6 rtommmdatioae fm . � � � �� ., .�� : -'__''. __'___' � - — .. ��. _ comctire ecti .._,.__ .___-. _.��...�.__.__. '.� '� ; ,-� ' � � 1�' . .__ -- � . __ mcloaal,f edonthedo�mgladiwtaideorolhmvi+� ^^� � -. _ - . _ _ _ .. - _ `_ __ _ _ . • � eti�vel�Dmtected tiom emmon m acco�deoce xith Ne emowl uf � � �, Y.�.,•..-• � -�.�:.- �-...�.c._ `..'-.�..._e�� `.1.A.... � " _ --_ j . J ___ � ;.,� .._ . . . . _ ,v c�«��-e��w«n�i� �a.�a , ___ -- � ---- �me ms mmenai niu ne un vice ma we meon«urv pmpoxa� C) ( s ames. vom � � --s>`---- ___..._. __. .._._. _�... ` r �_. _ __V_ `i ..�� -�-�� . �� . � _ _ � . _ _ completio6 mdntemnce activinab md .� j` �:' 'l - -'-- ._.._._ _.. ___ ---- " .�.y.' ''�� _ -�\,� / \ � � : � 4^'-�--=.--------�-----,--.�. m mm to Sectionv 3886.1 ew138862.Standard � ~-�...' ' ___-... . _-'_..__-'.-- .,.'_'_. "_. ...__ ._'_- ".'_..- - ,riT E.'"�. (4)S�tf ceshall nf . � ^� "�" . ' ' ' ot (v)I7atemdamoumofallniufallwrnts&ntatbm0.5 ` .. , ._ - ,..._, ,,_... ..-��'.:z. -____'._._.__._' '."._-'-_ .._.-.-_-. _._.. ,`\ .'' . _ .�.�-��-P-"''� � � uNY �_ �` _ ` �'. -s..� ,,: , W � Spec�hca6oas tor CousOucGo4 Mlw�emla UNaNneot . - _ � - - ..'��' '� `1`1 _ ifmapoifntwnR000ed).esnmeyhammdei. �heain261aws. �.\ .�_` '"'.;c__".__v__ .�✓ _. ',��,._ _-•.'_...._.�'._._ ._. .."'. _'--_ "_'"'_. ... _ ....-J,__� _.._..._.-3' _"-- ` -. � Z V o' J . ' � ��..� _.--_ _ _ . . �s)r��u c��waz su r��r a u�r��,ao ma N)xmu�cnnor�.n�.W��.�a�;ss��m a��i sn.0�u�r� - �� .:—-----�---_ _ __ �-� -�:,�� n.��_ _ � -- - - __ - - - ---- - - ---- - ' `s sedimenm�ion cowol md all oUcer temW�'<ontrolx shal]rot lie , D�d m writin6 at U�e follon.v�g pomts(large puMic pmJ�ts meY+W% ,� � -- _ --__ � - ' - _ .__ _-_,__- _- . 6 removed Yotil Ne Du4ic[hes dNamined that Ihe aite hai M1eeY ahadUve mti(4on thNugh ux oCon an on4ih xtitteo bg otihe '�-. ., . .. �..� ^. i. � -"�.� ' - �__ I`/<U� ' � N d -----._-._. ' . ' ,.,�..:�_.,�'._._.1`��- .�--T-.�"`_�"'.-�-.`.,. -._ ,_� .. .. \ \� �� ; . � � .-a. "`---__ 1 R� �.- ��. � J g � petmmmtly mstabilad end shall M removed wiNin 30 days foWxmg pomb): 1-••" . .. - . _ . `� ... :e•'.. _� -�__-, _ , . : . • \� -.•` .-� • � - ..� � \ .•.�- : � -�_..< \\i � \, .. � \�" ' " / \ ` _ -`. � . Ti 2 ihaeafla. (1)Ouwmyletm8inna0ationofperimetoeroaonmdxdvnmlation �. . `�,�.' t��..r � -..�� i!�« �"�-.....�._ � . ��,, ' (6)Plms shell�eonde fm pemmmt stabilva4on of ail erees subj«t ro��+. l� . . .. � . ' _�_ � ' . _ ' _ __. ._ _- , \ I\ g _ �� ._ .� .� �`�"'- �`�.-�_� to Imd GsnuDeuce.retedwn o(mnve Npsod on Ate wtereva -. .'.._, !� . _ �_ -� .. 2 On com k� Im�bd�envbin8 activitiea v�d � W Lce .� T'-.'�'�'"__.-_—_'_—___.e�_ c prxacel md feavbk.and speciC;at Inv vx incha ot copwil or () P �8 W�B N P � , 1 � i! � � ��-� .. 'I � "�-•�=.H, '_._ _ �,.�.' � '��. o�m��x�a.oa m�o,wre�a�o m��Nms�� m�ro�r�d�o��aenaa.000�a m��eo�. i ,� � � E' . 7 � . . . �+.. ' + << .---1 - . _ ' � '� _.. �J � i ( - a�gf�s��o-nm,ewwtR�.R�opeo�mane�rtmo.ea. �,� .� i >�- -:-. . . �� -- , '"�'-�__ � '�,- - ---. -.� � � � '�'_l _ . _. �a�rdor�o.wa�en�wnw;os. . , � , ,, .. . / , a . �_ . . - _ . �22 . \ ," � (7)A Jemiled x6edWe wdi<efiug d�to and xqnmce of �. . ; � � _ - ti r- .. _ _' Imdahaelion ecnvitiea.vnPlemminlro4•^••^� ^•,_•md removW (4)Whrn Mc ste hoe hm pvmenmtlY slabilaed md revegemted . , , : � ', ' '�� /.. � / _ V`"� •� � i � �; � � of vodon md aedmenta�wrvsonwl memurs,and Pmnenrnt �/.� ' % �, /-� � � � L � � _ � � �"°� mm.�n�o,a�m�ts. (s�wnweu��.�yQomoo.�wammmmeoo��owi:na.�n� �� , �� , / ' ,� '� � : � � � � � � � rmwveasommeaa. .' � '�/, �� , �` '�. , � j -- . 9.MAINTENANCE.The pelmmee aLall be rtaponnbk al all limrs foc Me // �� . /' � '��,-„_ ,' '' ,\� ��* 4 � . • j � � o o � mmntrnmce e�d Pr^Pc upw�on ot'ell emmon md aedimmt control manqqanrnt � . . , - '/� .' �` . �1 , � . � (me<L<�.Oa mV pmpelty ou�vhNh IeGddiNmbu�q aztiv�ty hes oc<umM(nusuenl � . . k . /. i / ('� to a v��isaued�uda this�ule.the permmee slull.at a m�mn�,main�ein ena , � i /,�/' / #` n _ _ ��_�_�_�I � �.. t1 . � ,' � ?,� r . n i p r°. �. i Rp.�r.0 mswnoa�at .oa mi so,ron�a nwmmi<o�w�m�s�m� • . , . _ / � 'Y o 0 ��e -�n�wv�iao m�e:.�c,.•my�wh�pen'«moa on me A�e. u , . � � . . � n� ? � � � � ��x �r�� . �\ �l �� --- �5��€ specific mnintrnm�e requGmw�ere w rouu.n. . �� .j � .� , i , #�.:�_._.r�_� �� \ j �� _. � �-� - %�� . '�• =g��S" � enm ,� ' i � �e�nu�.�a�a�.�m�ee��a<a.��mro�m��a�a i � � ,� � � v�� 030 �� '�-_-�-�-�----.""`"'._ � 2�8E�� , �/ � e.or�emmoo��mcan�aia an�m�co�no��e.�nrm , . ' ,�� - � .._ ' / I ,�. � _� - " � - �eaz�rt,000ruKmm�.��.�;tyor��ay��a. , ; _ _ _ _- _i�� '•,. ;�.__- -- �T� ... ,�-.., "%� _-� � ��8�� o s. dmnmsw�thetarems��aw�mm��m�ea rc� , , . � "."'Y-""`" v�v ,. J' - - _ , �g�ae5� must be slabilizat Stabitizetion mun be completal x�thm 24 homs ot , ��..,,r- . . ___ .�,-��'�� "�i�� -/ � "- . . ( � i �/ omechnB to a smface xster Poniom ofihe dnch that m wder . - ' - T . - - ,..�... -� . � ._ .: . wostivctwu muss be s�aM1�Lzed vnlhin 1A 6ours a8tt the conswction - i . . - � , -�// actl�ry-mtlutpaUonhncea.+e1 l�� '�i / � . :�/ � ' _ � _ . , � , %,= _ / . . . / , f�1 �<lsd�mm«o-otcn�i,<�m�m�n+m�<�m5om�� i �� /; � , , -- /�` ._ . ;' ,�j ,'i " � - i / � .�- �' � ' w � suface.�aters,indWin6 cwb ana gunu ryAems an�l s s �ml ts. �.-�' ,�. •':� /.� '� � , � _ ._ . , ' ' , . � A �a)sedimrni 000no�pm�n �.- r . .�. �� - j� . , i . � � � I ' -..._ �!f �m��ed�.��.� � � a , _ �„�c�ro.��„�na��i�a-��ms��n��n� � \ pactiees el�ell remem m Plac imul ihe DWnet hm detefmined that ihe xite . _// � '/�" . %.�� /� , _ � , , /' / , - - . . . . �m . ," ,.� , i v � ,.a� soilshavebeenpammmtlystabil¢ed SCALE IN FEET . � � � � ,- � - � . . �� e)r�n�oe ornK;�smu.noo o�a��aono-oi�noa m.r� 0 20 40 60 � , � . , , �,�� / � 'I � U edju�led to acwmmodete short-Ium e<�ritles such av clearing or grvbbing � �. , �� , /�� /�� // ' - �/ , ,. � I � � or pasa�e ot ve�ucles..4nv shon-wm.ctiv�9�mun be<omplecea e.soon 1 ineh= 20(eet � " , � � /� � . . . . ��', . . � ss�le md the mdweat conwl cncee mum be wtalled�mmedu�eN u � / . . . O a�p � �~ e�Na�he a�;nviry�s completM.Ho�a,sedwmt wnWt Feactic<s muat be � /� i -� .'/ . i�.� '�/ , i!� �/ .� . . , . , . . , �. . .. . . , . , . . �� ._� . . r/� �a Wtalledbef Ihenatptecipitationevee�eveuiflhex4vmisnot /: , . �� . _� /� _.. ._ �'// . .._�.! � :'1 /i ./ � . ./_ ��/. �Z U �M� V 3 completed. a Z cn au no�m m��c n��ca��ey sn�a��mea m we �� a� Diatrict�o be appmpriete.dw�ng cumtruction mtil all soucces wilh potmtial O � Imdixha[gmg�oNeiNethavebemNnbilized. MEAW pLTv�LT FEN�AT RAE'D ENO gGTON Z �..1< lOP OF SLT FENCE i0�LW2R MAN ��p Y}I O �6) We� P� e��Y��P�°^ aFY .1/x'wc� �RA L0IKSTAOJACENiOVERROW M 1' � w� � W�musl be vided��n16 t ent m �d� 9U�W�tt �i.�O di pari Ihin 24}wurs of c �tlon to a siuface wal . y'.2'.eea er new r«ws oen � �Z7 e'�..�rwn a uwi r.c.ver(i-o�). �� r� o (h)In order m memrom yheet flow md mioimize rills m�d gullia.tl�ere ahell a'�ti...ep«i�p ,N�M�,,,y� � v � be nu wb�okm 9bpe Imvth OI greeta thm 30 fuI f 1'alopes wiW 0 gnde a'°�"��'�O�-°"^O�fe°^� a"'�"""" � //� v !'w�e IeNn t'i�wrwi� NPIG1L PFORCIIW MWMO / �N� iURm ENO 4CilON Z 0 N o[i:l or simpv. �00�'1°�b� �M'�� S PROiILE Lq taxk M en�mrsn �IN Mntrnvn J PL�N p tio(50 O.Mvi�) � Y ~, a^ (i)Tempo slockpiks musl have eliective sdimmt coutrols m place to i °� ��°w bntli rw wK m�C. p��m�a��tiareo m an�e..nc��onw�e ao�wem��o��ey��n � wm,.a�aw w . ce wrwuna) ,,,,,,,, >...� «.� �,�„ FLARED END SECTION INLET PROTECTION ^ e a�^°"R roaie w�u�mr xas-i ' �ry e3CNbe�d Ultc. 0!6'�iOM) ur1�lab:c 6' �/� M twlm at]'MawY. � �/j MFAW DVIY SILT iENCE Y wm� d' � U�v��<aa�€ots ammi wm mr oonm�.c�Ace m�� — �. b � ��:»s . -riscn ro srw¢s m�m�ea ny er.�s�n��k co�a,x��m�c�,�.�n��or �� e•-,r a.oen(w.e'r�o) k'° pM �`"' � equivelentprect¢es.3treMs�veepingmus[beuseddwchBMPserenot r sa � q�� .�o+'"� CONCREiE WASHOUT-SITE SUBJECT edeqwmroprevmtyedwmt6ombemgtrackedof[aiu. - . I � �a�n��+�+ � TO CHANGE DUE TO FlELD CONDITIONS � �� (k)Dunogcomhucbonofanmfiltraeonorbiotilhebonryrtem,ngo�ous � �F sa+arrcaw��.m .oa (IMPERVIOUS LINER REQUIRED) DRAWN BY 10 fY IIIY I�GIIL�ON MIOqI IIOOI. preventio¢aud sedimeut conwls must be uxd w prevent Me Nschwge of w�� ame a�«�raen�m �. . . J9� RFPR rMp SfORM SEW[R �« » CJK �ro�;�row��r�tio�n„of�,,,noo„e,t�cm�;o„iy,arati,,,00�� a_,b,,,,, e-q,;,�� SiRlKT1RE ROCKCONSTRUCTIONENTRANCE ��«�` Au TREES WIiHIN PR�OSED m�noo�xa�..i<amr��aeu�o�m��ooa�n�m�ma+o��ar�(s> SILTFENCE � CONSTRUCiION AREA TO BE REMOVED �AT� n.,e��o��eamar�uysumwca SILT FENCE REAR YARD CATCH BASIN INLET PROTECTION �.�;,�;�.a�-•,,,,•,,.,--�� HEAW DUTY .r......� yqg;PitEMUAEO SEDINENT CANiR0.BNtR1ER5 ,,,,,,,.,,,,�, 3 18 15 Q)Deuate'.nngo�Msind�eining(e.g.pumpeddixLarBa.Uench/ditchcros Sllp�AS ROra�'S RSRASAfE C01fF OR EOIUV�LENT �1 � fmdreitwgejrelated�oWewnshuctiopectivilylhatma}'haveNrbWor pRE AN ACCEPT�BLE KIERNAIIK. NOTES. REVISIONS a ,�a;,,,a,t�ti,�ea,�m,wxa�,�ndscam„��or SODINSTALLATION � pcmmiat aed�mteaon basin on the site whmevu posvible.Itaetu � ennot be dixhe�ged to a sedimmtation baen prim to mtamg the�e � watc,it mua be Ireomd v.ith the apqup�iate BMPs,such Wat the dixh.vge ' ' �ac�9�u��tl ALL SOILS WITHIN DISTURBED AREA - TYPE B. �s odoea not aMaselY ati t the rccei viog wata or do�wstream Im�Joxvws. N wasnKBED�ECEiAnw Y05-IS 1tEN5E0 U111111E$ � (m)Itdetamincdtobecampectedbpi6eDubic4�esods�allhe .D�op ALL REMAINING DIS7URBED GOLF COURSE AREA TO o decompnekd m a depth of la inches and oeganic mana vlWl be 2'x2'x 78'MIN.WOOD SfAKE � wcoryolaleJbeCorerevegcWtion.Decompectionahallbea<complishal -2' MAXIMUM SPACING ESTABLISHED BY SPRING HILL GOLF CLUB i wiery�uyinco�pontionororganicmanawiwinmednplicea�m�iwroo� ; 3� a�a �2'a�oRa� EIlHER SOD ORElURfNGRASS SEED ANDPEROSION TM zaoe oro-�or�w�w r�ot wa«8mwa m�ti�;�, J' �'Soatie MnD07 CATECORY 3 CONTROL BLANKET. a (n)WN Enola.tion Jevi<es mJ all penmaa wntrol�M1all Fc mamninW MF�um on Stoplee EROSION CON7ROL BLANKEf � onceseJimmtazamulatesloadepthl/3ofWeJaignedcapecity. •, -STAPLED&TRENCHED IN SITE AREA - 194.56 ACRES a W��Ey DRCH GRADE I g• �, EXISTING SITE IMPERVIOUS - 348,442 SF (8.00 AC) � 6' - �- ' � CAD FILE aD �nd,w dot N/INIMUT ANp10RING SHONN , r�' a�.�"' DISlURBED AREA - 23,413 SF 0.54 AC adtunatiw ��y�h ^ �V' � Fo�e uneer 6' .cz�o��.M ro �� CRO55 SECTION PROFILE VIEW � ) 8519-40ERC �n EROSION CONTROL BLANKET-CATEGORY 3 A�� NEW IMPERVIOUS AREA - 7,974 SF (0.18 AC) PROJECT NO. `A HORIZONTAL SLOPE GRADING DITCH CHECK-MnDOT TYPE 3 m (TO BE INSTALLED PER MANUFAC7URE'S SPECIFICATIONS) $ �9-4 � APPROXIMATE EXCAVAiION - 1,011 CY 2.1 � " ��(� -OG Lo� � -------�9-------------- - - _,.-�P__o„_ --- ---- �-J ` ' , -- � ------------------ -- . --- ' ` ----------- ------------ _ ---------------- ----- g y \ -- - - ----- '� �-��-S=i _ � � - o � � � w � w> � � �' z � � � � q\ � N � o _� ao N � m � v g � ITY OF-�R01��-�----------------__--------_ - -- � z � � --- - -- ----- SITE PLAN . � � --�------------ -- � ,.,�_GRADING P��4N � '^ W � O _'_'________'_'____ __ __ '_____""""______ �i �c ----------- �-PPRE3�fE{3--------------------------------------- v+� � � -------- -__ G TH q VE N ❑ APPROVED WITH REVISIONS -- ------------�-- ---- � W � � ------------ � ---- Z ..., --- - ------`-�--�----- ❑ DISAPPROVED --- -- ----------- � -- � -- - _ . .. _ . ______ __- �/ 3 _. __ . .__ .. . __. ._1��i�-- _.__ � __ _ _ ' _'_____ _______'_ _,'_____ -.!!/ � o � ----- � t3Y -- - - �- . ..._ __. .__ -�_______ ___ N d . _ _-_ ____ � 1[J _._ .__.. .._ �___�� _'__' _ .____ _ _____ EX _--� - - -- TE ----- _ --- -- ---- --- - - � -- -- ; 10?X.OS __ __. .'_ .._ . .. ... _ REMOVE EXISTWG FENCE _ .' ._. _.. . ..._ .._. . _. _._... __ . ..g� . .. ----- --� I 1/✓�I� � `-- - _ t167 LF ... .. _ _ __ �. -. _ _.'_ _ t - .._. _ / \` - __ ___ . .. __ .___ -. _ -. _ __ -_. _ .. � --_ ..__ -. __. __ -._. ___ - �, '--� _ _ -__- �� _ ._- � _ -. . - .._ _ �,� , � - __ , _ ..__ _._ �.� � -- �- -- __'_ _' . PN 1016.0 --- .._ . , � ... / _ '_ _-. _. .. __... __. __ ...._ __. .__ __ '_' -. ... '.-�.. . . BW 1014.0 -- _". ._._ `.\� �-.. / _. .__. . . - _.' ._ '_ .__ ' .- . ?o ' �� .,�\ . / ' _"" '_ ' . :_, . �_ - -_ TW 1014.0 - _ � ET'12�CMP \ / . � '_ ___ '_" VV 0 ' ' ' _ -_ -_. -._ BW 1014.0 -- - ___ . . ` ' / � '- - -.. _ . .EOF -�_' "_ ._ _. '. _ --- -. � \��_ / '.__ . _ __ _.. _ ._' _". . _ _ \ r . -_ _ - __. . " _ 1017.0 9. ' '�. ^ .> >--,--�',-J--- _ _� .'_ '_ ..- . '_' ._- . - - _. . __ _ EpF' ._' -..- - ._ _.__ _ . 10t7�0 � BW�t0�40��8W 1016.0 �7"��- "s a�y li z _ r o Yj ° x > � z �on.o � i, i ^---- _- - _- ._. .,..._ ...... _.. _.__. .._' '_.. ....... �- EOF '_ -.-c . ,_.� ...__ . . _ x \ � . �o�c°„'o _.. .,. --_, �0�6 Vd. 00m � ��--� ---- -- ,�.,-� �� \� � �---___ --- , 7on.00 1 REMOVE 38 LF CONCRETE I �' � _. _.._. __ _ ____ --- ..__ _._ .. _ -' LACE ` ^"- -- -.,_ ..._ ��" t-' - --'^--- CURB k GUTTER & REP ' - -�. -.._._ \ �` .. _ ___- I --- -.,..... ...-._. �_..., _,.._. \ �-...�� '- � 1014 _ _ _ _ _ .-______ - 11 VALLEY GUT ERNC � . __ __.. . - . _ _.- -- --- - � � �--�- -..__ \ - . ` ..-.4 , -:�� - '\ \ I - WITH 38 RETE >F°�' - _. _ - ___ __� -__ ... - _.._ .__ _,. ._... . -- .__. __.. ___ . . . . . . , . _ __ _-_ - ...._._ . 1 _ ._.. _..._ -- ....,... � q. . , �' -_--. ., ` I _ . __._ .'�• ' _ _ . - � . ..��-.-.. _,w,_ __ . OLE 1 15.0 . . . ;;.:_ _'. ._ . �� . �Q�4 , "SQ'��'� . �BO�OMo101�4.6 �t " ' _ ' _._ , . 1 �� _ . . , �- ' � - 10 Nt 1 1 49 107 '___ �"�- -, :.. ..._. _' _.__ '_ ..__ '_ .._. __" � _._ _'_ _. . .�_ � ..�.,�7'ENqNEERED SOILS) ' , .\` � � . _ 7. � , �. �� _ t g `o- I o�o'o hvaowv� _ , I o° .__ . . _ ._ ... q .. _ _ _. ",`` .__ - _' _. . ._. .__ _ ' . . _ __ '._'_ '_. .� .. ._�_�� _., .... . m � , . . ._ .. . - _ ..- . .__ .-.. "_ ��6 ` � '�� ^ _ i � . _ __. ._ �' .. 9 �' '• �, ,-1 a __ . `, _- _. _ _ -. .' _' '_' TY1029.75 - . ' _ '_ _- _ '078 � " . '' �1 `� � 'W 1030.0 BW 1027.]5 . . 0 F �. [(, �a.� � rw ioao s aw ioze.o Tw iozzs 70pp � �e ' a .°ii - . BW 1030.0 BW 7029.0 - .. - - x � xBW 1027.5 . 2 � �` ,.`..-.. � I♦� V Ex � x � - � � 1.5� �HP/EOF E% �5� � � � 3 1.57 1029.0 x 1029.75 @ �0` J 0 . iW 1031.0 RE/LP - � ' 4� p CB`�� A' O F ' x1029.5 t028.75 ' BW1031.Ox � 10300 ' . ' E�c-E ....� .71��9.16 � Q .. ��=HP 1030 \ �� . �E • �o` O o (/1�i ti 1 0 3 0 0 1031 0 • _ � 24 E ' � � W py �Q EX � C 1030.5 1030.5 �� , EX 1030.60 to3c.ea � -E� Z � 3 1` E� �] � �a e tOb0.39 1030.96 ' �'� EX vp4� Ek � � � o EX �� -. . - � 1025.4', '��ti � 1�1 �5 (� ►~�y O 1030.55 ' �.. B --"" ' to3o.e7 fly � W� \ . . 1030.Sx�X�� . a � ��28 \ f.�.� o � � E% � �... C �� . _ 1031.16 v� � ��T-� � .. 10}0.96 AE/� ,p � .... � � r� 9�j F� / . � 1030.37 p'F +^p'1-a� `�JJ /y 1�-1 U J // �E� 'i � d � � ._ .. . . I a ec�GB qE ,h / �� 1"'Y ►1� W n , ' c / '. �?rysts2�1 ,oa,.s2 HP a a FFE c - � ,ow.\ ,ose.sa v � ' / io3i o 'o�_�s � �1031.0 ioso.ee io3oas i �. / � __. _. _. _ _ (/2 / � EX � � a � a / '� ' xt030.5 � C� , GB _ �/ �o3i.e� �� SB-2 Q i Sz ioao_xa a.oz �'`m2i�� . � �� o AE -�--r x o�a<oo N � � / Q . . N� ��3a.5z 30�VC i (1029.20) � � 1028.79 /� 36 2¢5�`�., �oa�.a �.� °� 'Qo3o.ae _ d ' � �� . ._ - ' ' . � ex - � - - c � c DRAWN BY � �I1032.11 . .. 1030.96 1030.8� . � � �� io3o.o � CJK Ex Od �,�` DATE �� iosz.2a F+ �� '`� 3�18�15 a °�, � c � 103Q96 � � / / ��' -- ioaoee � � a ioao.se � � REVISIONS N �v / o a 1030.96 a �. a .. .. . . � C C � /-OB-15 REY15E0 KP WAlEN51[� � �j EX� . . 1030.93 , 1030.93 � ^ O CpAYENTS � // l 32. � I/� d d Q.� C �-\ , AE AE�GB, AE . 1-70-15$qL BORINGS ioao.ae SCALE IN FEET � � / 1�030.85 1030.94 1030.70 1029.21 o �� o25.7x 0 10 20 30 x n � .3 � N ��3� � . < � /.-� M 0 ' EOF � �Q'L$ ' 1 inCh = 70 feei � _ _. � _ . 1.57. 1029 0 x ri' .. -- . . x1029.5 x'028.5 1.57` RE/LP �_'1029.5 1028.00 � ' � } PROPOSED IMPERVIOUS SURFACE - 7,974 SF a i , . - 1030 I ` -REQUIRED VOLUME ABSTRACTION(1") 0.0833 FT x 7,974 SF = 664 CF i io}o.sx ��oro "io3ozs xEOF� -PROPOSED VOLUME ABSTRACTION(1015-1014) = 713 CF m - .. -T_ � � - --�' -� 1029 5 � x1031.0 - � /, .i __��-_-___.' , _ _ --"�i�30� ��/� ///��s s� � �2� � ryJ EX EX a .. . . ._ .1029 89 � 7029.99i�j� / � ..�� _ _ � -T- � , � REQUtRED�48 HRILDRAWDOWN(713 SF x XX�IN/HR)/1/H N F XX.�F/HR 8519 4IOG � � � ��'j �� -�� i �C , � � � � �� 664 CF�XX CF�HR = XX HR DRAWDOWN. � � � �/ i � _>r -� �, ' ' /'� �� / / �� - - � PROJECT N0. � % �� 03o i � / � / �� /� �� / / i / � 8519-40 m i � � / i� � �� . � � � �� '� �i�� " ��: % � - / ��., � , � � 3.1 � �� j � � �i� �/ �. � _ � /1 —�—� — — — . . , °—�—�—�,o___�P—�_ — — �ZO/5—�0�-7� v av�aa�_ . °'1° aw--onr�_ano--_oHv C N am__a� � p n -------- ------------- � � __________________ --------- --------------- ar wr� _ ______________ _______--- __''_'_'____-- �/ /J/^ __-____-__-- . _— . ________.________ / ` X\ • 1 �� N � � � Ip �-- _; � � N . � . . � � m O�i � . . . . . . . . . . . ■ � v Y� Z g' � -------- y � � � -------- � � --------- - ---------------- � o --- -------------- � <„ � � -- ------------------- z � --------------- ---- - Z ... ------------------- � Z 3 � W � �, ----- --------------------------- - -- ---------- -- - 7 a � � 6 TH q yE N - ----- - --- ------------� ---�--- -- -------------- � ---------------------- RELOCATED FENCE-188 LF ` � . � �\\ �\ � � o FES#5 �� . � _ S INV 1012.75 � -vE-'o � .,_,v„�-„ 6 CY C�3 RIP RAP �t . �'0`'4Q <' � ., r r,.:: E%12'CMP \� � . . §c5; ..'..1 , I N V 1 D12.57�— \ � � Y Q,�o e� ;;.�� /,„�.>-,. ., 4,�.,'.. ��>�� aS✓ OU LET STRUCTURE �1 � "' " �>� ` �-"T�j-�_; �oE�$� rc (SEE DETAiL) \ . . 8��€^ �� (27' DIA.-9" SLANT TOP) 1 � . � ... $�$�� o RE 1016.30/1017.05 n � �� Q�o�ao �' � "-' - --_ 4" ORIFICE 1015.00 � � � � -ow`H \ ��.. . - �-�-� �.�� v-----_ 13 LF-12" PVC . . L. a � ` _ , lNV 12' 1073.00 ___ SDR 35 m 7.9 �1 CY,CL� RIP RAP, , ., _ --� \ � o !�� ' �OLE 1015,0 �-� \ ��1 1 PROPOSED L00 ` �- � BOTTOM 1014.0 � � WELL LOCATION N FES y4 _,_� 100 YR H WL 1016.49 � \ " � � � Y INV 1015.00 � `1' ENGINEERED SOILS) " � �� 1 R1 6 CY CL3 RIP RAP � .�=-, � �� , � � � 7 �� ' 1� _ _,. . . ,�,�_ - R�So ,, '�, U a a� DRAIN BASIN //2 DRAI�BASIN �3 l� `` f (�v� (NYLOPLAST-DROP IN GRATE 1201DI) (NYI.OPLAST-DROP IN GRAiE 1201DI) � W z RE 1028J5 RE 1027.W � � � E � 12"-90°BEND-INV 1025.75 12"x12" TEE-INV W 1021.50 �V A ^ �d . .. , ,�-., y�,.-..�f � -:.,:'; . _+-'� ,.v. •- -� 2-90 BEND-INV N 1078.50 � . . . . Ft �rt,:"., ,, '2:x12"aTEE INV S 7024.50 ry� Q� � o N 1' ^� r 1� y f,r:' .. . .�.. ..U,/_�i_L ,•`C,�.'�:'-"�; ., � � � �/�� VJ � �v 3 ^ ��Q E � 4�-]m .. � gpR[F,� , y E � � � �.,�, o r�1 s 3�P�C �CC �� 8.00� � ��4g� INV 1021.30 E � � Z E ,`�78'91 0 30 LF-4" PVC 30 LF-4' PVC o �F� �� N SDR 35 �1.17� SDR 35 O 1.17R O Fy �N . a -� 2.0� INSULATED) ?� � � � a n � (INSULATED) � ��o. � a � �' s.00• I-- V� a CLEANOUT (!1 d. �e. � �Vo6i p - d �O RE 7030.50 I� - Q�` � �. INV 1022.00 .. N O' p' � � A ROPOSED SEPTIC HOLDWG ^ a i. o �+o: ��,�h TANKS DRAWN BY � N �j CLEANOUT �2 2-1500 GALLON-INSULAiED �`N � O ��pQ' RE 1029,00 o CJK �n� � � � `� INV 1027.65 0 . 10.00��a..� � d a � / o t� REMOVE &REPLACE EXISTING POWER POLE/GUY DATE a �4- O WIRE k ELEC7RIC GAiE SERVICE. PROVIDE 3/18/15 � 9.00�� T oj POWER FOR NEW BUILDING AND ELECTRIC GATE Q 9.00�� 0,�. * "� � AN� EXISTING ELECiRIC GATE. REVISIONS n I O. 1-pq-15 RE�15ED PFA WA7FR9fD . 36.74 ^ d � p ��O �RPtµER WMIFNis .�, N N a ' . . �S.00� N ELEV 1016_dG �HWL �NMAryUFACN �p�7,p Y05-15 REVISFD U7W11E5 ,n . . n ° I- ,a . _ . . a . .. .c ' . . RIM ELEV.1016.30 __ a 1016.30 O ' ' � a O $UNT T07 � 27"DIA � 00 FLEV 1015_(H1 0 OLE I � d � a .� . .. T ELEV.015.00 1.0' � 28.43.-� T E—s.oa'—}—s.00'—� o N N 4S.00� INV.ELEV. 1013.00 �Z�PVC Y OF CL3 < v 0 RIP RAP � N N � NOTES: o �, OUTLET STRUCTURE #1 CAD FILE �i SEPTIC TANK AND WELL LOCATION & SIZE TO BE 8519-40U N DRAIN BASIN �y� DEiERMINED WITH MECHANICAL CONTRACTOR. PROJECT NO. � (NYLOPLAST-DROP IN GRATE 1201DI) SCALE IN FEET m ��^ �'�-TT-�T RE to28.00 0 t0 20 30 6519-40 � � �� ,�� t2"-90°BEND-wv to25oo SEWER AND WATER SERVICE IOCATION, ELEVATION, k SIZE m / �� /� � TO BE DETERMINED NATH MECHANICAL CONTRACTOR. 4'� i inch = 10 fee[ � � Zo l� -ooc�� s - �r unu+o -�an .r�o c: 5 � � x�-��- � c N 1.SGEpi1CA�PLY ME 7HE MOST RECENT EOITONS Oi A1E � aOE��I Vnux oowswlw�nW xo1@ � O NUNICIPAt1TY IN NHICN iHE WORK IS LOCATEO AND 7HE NMNESOTA � ^ DEPARTMENT 0�1RANSPORTATON SPECIFlCpTI(INS FOR WCHWAY � CONS7RUC110N UNLE55 NODIFIW NEREIN ON AffSE CON7RACT DOp1NENT5. ��iAE OO1[M Ii�RCMI�Y11 ^� L r awu ec nc mxm�erors�aa�wn ro � x z.i.is n�e re�saonseain a n�c rn+Tn,.era+to unuzc n/e s.0 eanna vnnEs ma�a.ww � � � m GOPHEF STATE ONE CPLL'E%CAVATION NO110E SYSTEII AS REWIRED UAER fO1fINIC1qt Mg pypE;yy��g pT yynp�p s,WTMrr ND � � NIIAIESOTA STAN7E Cl�A7TER 218D,18 HWRS PRWR TO PERIOfiANC MlY � poMrn�r a� « A�[M�Or1�9EA�R��'�� T N E%CAVATON(PHONE 851-�-0007 IN ME TNIN p71E5 NE7R0 AREA OR F ^ TOLl iREE 1-800-25I-11b6). e I M CONAKTON 8WL 1tlRY M F1101GA Of INY fLN1lCf BE114[M i� � 3.GR�DINC COM7RACTOR 91ALL VERIFY LOCATWIS AND ELEVATIONS Oi � ALL UNDER(it0UN0 U71LIlIES MiN 7NE RESPECII�E UTl1TY COMPqNES �9� roqµ�ppp�.aqpy�yeq��y�� N � m � ' C000lnAl10M M1111 M NYIY[OIiMER 91I11 O[1GWN[11E 1FC.SltY V7 PRIOR TO CONSIRUC710N. r 1 4 . 4.ALL CONS7RUCTIfY1 AS CALIED�OR ON ll$SE WNiRRCT OOCUNENiS � B TNT�i4 CO11M6�1OMM1tA01 N 9B11uw1OkA YMM01�OM� � W X SH4LL BE GERFORNED IN PCCORDANCE NI7H ALL Q41A REW�RENENIS. �.,.,�,�Ma M qpMG C06EYCUW Np N ll[{yqqL ANY�1iPO1Hq SIRIICIUIE Z N l<i 5.ALL LOT ANp EASENENT 014EI1510N5 ARE AIBJECT TO FlNK PUT. � _ BOTTOAI ^ -'�� T Y��Rf�!�M OONIMCIpt3 OR�TON 9WL � �3 6.IT IS 7XE RE�ONS�BA�7Y OF 7ME CRAOINC CONiRACTOR TO DSGOSE ,3. qp AK GtN1lUclat 91NL 9s1010 IK�TIOIAPi V nE O101lGI MR Z N � OFF-97E ALL iREES SNNPS.&iVSH.OR O7NER DEBRS 7HAT EJa575 � mnnos s�Cx,a swD N rwqss a vx�c emm oaSnMo'wa //\ W N71HIN THE CONSTRUC110N AREAS.7REE5 TO RENAIN SNALL BE `T'1 I 1e' �o M mlAUC1aR'a ExGv�Tul v1¢EaAwml xI1�4x�,rt V� DE9GNATEO BY T1E ENpNEER. �. i'HD(1MVORTED ENqNEEREO NATERIqLj � �L S Ml11�TMT 4l OIYJQ 10 Y1�6i1qM ulY1Es 1us eRM � � O 0.5'TOPSOIL -- - �--� l Wian n n[eawerewRS ouumra wo rt�a�[Ns � � ].11iE GRAdNG Gd11RACTOR 91ALL SQ�DULE TIIE SpLS ENfiNEER 50 1 IZmO�Itt 10 YII�M I�MIY IEPIY6 N � � Zm 1HAT CERTIIICAlION 0�ALL GONTR�LED fILLS CAN BE iWiN15Hm 10 1 AIE COI1M�Ctq!91NL YNR N6 OMI � � � � 1ME OMffR WPoNG ANO UPON COMPLEPON 0�TIIE PROJECT. 1.Mi1lTRAT1(XJ AREA 91ALL 8E 71LLID AND DISCED TO A fR01111HC O!NlV�1E 90URR4 (1J V v 2�DEPTH PRIOR TO PUCEMENT OF ENp1�ERE0 T�`�M°'�'�" - _' - - Ma lGIIC KR�M'I i0Y13 MO iM IRGAR 01MCa. Nl C�T Z 8.DEN9tt 1E5i5 41ALL BE TAKDI TO EVALUATE 1HE CONVAC710N NITIIN M eea iae � b�1R 91NL IC IEIOIFA OOY�t 6 Mn W1E M1FR d1 MIY 1ESI TIE$1REE75.iRAYfL WAY$OR PARNING LO75.MI7MN 7f1E UPPER 3 FEET MAIERiAL b m.wAa 9u�nr M1FR Nf0 TIF OT'/SWTMY 4�01 t/SIO�6 9R�ECT 1D Ol'I d�ll� � Q ; � OF$TItEET.TRA�F.L WAYS OR�FRKINC LOT A18CRADE,7ME CONTRACTOR m'wkme�ua eor m oauh aa vK�[s a ww�w1e a an SNALL INSURE iHAT ALL SplS BE N0T NORE iHRN ONE GENCENTAGE PON7 2.ENGINEERFD NATEPoAL(1Y DEGT1) \ te' �9' W'm'�r � J � 0`iER THE 501L'S STRNOARO GROCTOR OP11MW upSNRE CONIENT,AND -60R CRANULAR NATERIAL-COARSE WASHED � �1[an plplFpl Np 11[pplml 91,YL E 1qiIED N MOlIB Nl01 d � THAT CdAP�CTq!TO A MWIYUN 0�t00S OF$TANDARD FROCTOR OEN9TV $AND-ASTA1 C-3J 3�� tt. �p�p pe� ��p�y yi/��Aq,�}1p yyt pp�l F BE VROV1Dm.IN AREAS BE�OW ME WPER TRtEE fEET OF SUBfR/�E OF -IOR IXtGANIC COYPOST-IXtADE 2 LEAF LITTER � .,.� ,� R10Y1 MOISIGl10N I3 MGi 0�01 l0 M Yq1YR THE STREETS,iRAYEL WAT$OR PARNING LOlS,Tff CONIR�CTI]R SXALL CONPOST . .�.-. � ^ p1Y g11Q15 MAT NE UR�fVl IqlE W 0!EpE9�M1 1ME INSURE T11AT ALL SqLS BE NOT MORE 1HN1 7NREE GENCENTAGE PqNT$ +w ) ^ �py�,•q��yy�(1��¢a tlR NO�nGt OEBMS OVER iHE SOIL'S STANOMO PROCTIXI OPIIMIAI MpSTUflE CON7ENT.AND J.INFlLTftA7qN AREA$SHALL NOT BE E%GAVAIED TO �8'mn.Cbs S•aqoegaie t00x cr�nnN �E91L1N0 IMI SND 00NbMICIIOL GOlT M MS 9��tL E Odl90Flm TIAT COMPRCTOH TO A MWINUM 0�957 OF STANDMD PROCTOR DEN9TY y�7HIN 3'0�iINAL CRAOE OR Sl1ALL BE KFPT �matarqupry a ray<ME pwi MCOEMTK/011E COIT4CT. BE iROV10E0.TNE RtApNG T0.ERM:CE Fqi 1HESE MEAS 91ALL� (��°1� OFI-LINE UNTI CONiRIBUTING URAINAGE MEA HAS �� E�ro�t��R=�y Ni1NIN O.I�S. BEEN CONSiRUC7W AND FULLY$TABIl1ZED. AMM�PMRCI�I K M 9II M ORII 10 NIMIT 610901 MO 9.LOT GRADING ANDIOR TXE PREPAflATON Of BUILqNG PADS 91ALL BE a�'O��-�� „�� CONSTRUCIED IN ACCORDANCE'M1N T1ESE PI.ANS AND SPE41F1CAlIp15. 4.XEAW CONSTRUCTION EWIPMENT SHAIL BE KEPT OFF T'NAmOR 6 1ur BNES M RW1 iIiMIC ipS MIdM 11IE OF iNfLTRAT10N AREA tlUiNMiy�NE14 IYO OUM1ER MO YT CGNSIItlK1Y1 P P�GEA�A T1E GRADING TOLERANf£SXRLL BE 0.30'3.ALL EARTIW�RN OPEqATI0N5 y��9 Rp��K p�y�j��Y SNRIL BE PFRfOfalm IN ACCIXtDNlCE N1lH ME HUD-fHA D�TA SHEET 5.SEFA @ 4ULp1 CN1ID WT N A�D Ifd W e(��py IMY 1fliENliR'I 0110�1(' 79G'LAIm DEKLOPMENT WI7N CONTRq1ED EARTMM'ORK',PRONqNG -MnDOT 34-262 AT A RATE OF/4.5 LBS/AC WLvlAI;1uY WEL MD RIWI f�BRC RML i[�MY 10 FOIt A W W4UN OF 9516 STANDARD DENSItt,Oft AS 07NERNISE$PEGiIm -1VPE 3 iERTILRER SLOW RELEASE 10-10-10 AT A CONCRETE VALLEY GUTTER qR9Y�119�1M6 9w1 S�T M OONIIIKIM9 O/�IX. BY TME GEO-IEpINICAL ENdNEER. RATE OF 200 LBS/AC A R M�IY��1[WNIMC1011 W RWRCI Ma VJNc 10.W MCAS VMERE RETAlINN6 WALLS ARE PflOPO5E0 ON CONlliplm FlLL -Mr�WT TYPE S NULdI AT A RAIE 0�2 TONS/AC �MOlD�NO��M�ls 011 WI4�BIR$T�OI M WRPM910M a � ME�S,R MIWMUN 951[STANOARD OEN4tt NEEDS TO BE ARAMED o N11ERE FlLL MIpcNE55ES E%C�10'BElOW WALL FWNDR7ICN R aW1![M R7Pp18llltt O lla tA1nlACla1 m uwS K c 0.EVATONS,A 19C1$R N�NWUY OF 96f 91ALL BE�TTM!$D TYPICAL INFILTRATION BASIN '�^�"'*"n""E�"�+'a"�'"*�""""¢'�'^��'"�" ��E--o wasou sr�ua owm'am w wes waa ro rosas�K iwr w a m n.eui�rw rnos srwvm ow ewai�or us mieu aar.n+e ocvrr�a n�e _ orwv�wow l�a.-aom w wc�wx rno�cnw�au a iou � t,� i PAO FRp1 FRONl TO BACK SHAII BE GR40E0 7HRWd10U7 11�iULL WDTH '�. ".\ iRFE 1-lO�Tq-mnT ' 9 3 j <' OF TNE LOT OR AS NECESSART TO AILOW FOR CONSTFUC11Qi OF A BUILqNG �'�,"� y J �, � ppq�Y p�g y�/�y R TM3N pl ILL I�MTQ9 Y�� g o �' AT THE M'ID1UM 9DE YARD SETBACKS(R6ER TO 7NE FlANS�OR SPEdFlG A�yq�T qpg Mppy pp M P,�p yFAS�p pN,y�h TE � � SEIB�CK DIS�ANCES.I Ii UNAAT�BLE%ML COHDITONS ARE ENCQINIERED COIiACA01 MRVm OIMq V1Y1Y OOW9YC1101L I�MI M IRPE11 �m��y`y•• NITIIN A PRaPOSID BUIDING iAD THRT CAIFJOT BE CORRECIED OR a rssr a em¢r wauoe nc eam,�iw swu�aua KL � � REMOVEO,IT IS 1HE RESPSON5180.1TY Oi 1!ff COHiRACTOR TO NOTIFY THE ENpNEEA OF ME CONOIlI0N5 r1ND TO LOCATE lME LIW15 Of T1E �R��T oKn M s�`J Z'E E� � UNSUITABLE AREAS Ar1M11Y ff�O�EtYMONO/IIOCIOI 0l�IY<M1M10 FN��lC W �S a��Z� 12.iHE SITE GRADWG 10lOt�NCE fOR M SIIE SHWLD BE 40.1'FOR SIREETS �� '/��n'�0 M 001!nR Mitl RIo AIfI1) " a> .` MD MGf oA M Y�RR J Rif Of SIRFf m40M0E 11E � o rtND t0.J0'fdt UWSC�PED/OGR!MEAS. 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"�� O� D � _�,_ . � � p= N � �.� � � �-i (n r - !'� ' ; � c7 r ,; � � (�; . y N D ,` I� ( m�� I ; � � '(� , �; , � �; � O� ,,- �., ; - - m �, � ;�( �(; f:� ;� _ -�;----- " (-��i. -# �„� ' �� v�,! -" ,f� ' � \\\�� , v �, ; • ,� � ,; , :! : . , . � i , , , , � r . ..�.... .....m .....,,.. . � , . / � / I� i.,"'\ v \ \`I I ^. ;- i ;✓_-� ; �, � � m n , � o + Nm �v A oo � D SPRING HILL GOLF CLUB James R Hill� �n� � � do O �D f*I U � ORONO, MINNESOTA ■ ;, A� ,�� o �� P R E L I M I N A R Y L A�N D S C A P E P L A N P L A N N E R S / E N G I N E E R S / S U R V E Y O R S n ._ �z �m n �' j SPRING HILL GOLF CLUB zsoo w.cn Ro.az,s�h�zo, BuroSwL MN ss�� PHONE: (952��-6044 FAX: (952)890-6244 725 COUNTY ROAD 8,WAYZATA, MN 55391 V � � � � � • � � , � I emo To: Finance Department From: Christine Mattson, Planning Assistant �i/� /� CC: Street File n�1� \ Date: October 19, 2016 C/L: 101-22205 Re: Escrow Refund Building Permit numbers 2016-00678 & 2016-01451 pertaining to 725 Sixth Avenue North is complete. Please refund$5,000 to the applicant, Spring Hill Golf Club. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Spring Hill Golf Club 725 Sixth Ave N Wayzata, MN 55391 w:�.strcet files�escrow refund form 201�00678 8�2015-01451.docx � BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# 0��/5�l3/t/S/ AGREEMENT made this �d��y of /1�0 l�Yr�0��, by and beiween the CITY OF ORONO, a Minnesota municipal corporation("City")and - � ("Owners"). Recital 1. A building rmit application has been filed for ��7(Lll�l��{tl, �Ot.�r �Lt� located at '� he ("Subject Property"), legally described as �0 2 rJ Z(, — Ct..v 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. . 3. The City witl commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-0f-pocket costs the City has incurred(including planning,engineering, in excess of$500,or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocicet costs the Ci#y has incurred to assure that the work is completed in accordance with the Storrnwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # 20!� -N�f51 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs,the City will in turn send a bill to the Owners. Owners shali be responsible for payment to the Ciry within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the everrt that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the Cit�r has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to retum the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been succc�ssfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject prope ant to ' Stat.§§415.01 and 366.012. CITY: F OWN : By: its: %�- c�tot,r— (,�v� Intemal Use Onty: 0 Original rq Finance Department G Copy to Street Fite Packet Last Updeted: August 2015 Page 23 '. . k�,.._'_.e....�..o.:...,,..,.. — . 1. � ' '�K+e4 uo qW�O'aenAeq�t1Fi�S ' � N .'1 � N � � � 0 o City of Orono 0 2750 Kelley Parkway o Orono MN 5535b 952-249-4600 � N Receipt No: 3.014646 Nov 12, 2015 rn � N c�y Spring Hill Golf Club � M � Planning and Zoning � ^ 2015-01456 725 Sixth Ave 2,500.00 � � � N `� � 101-22205 � o cn � Deferred Rev-Developer Deposit �, � � � � 0 Total: 2,500.00 Cz _______________ � o Check � Check No: 32129 2,500.00 B `� Payor: � Spring Hill Golf Club ` Total Applied: ______2,500_00_ ''� Change Tendered: .00 O �1 _______________ q 11/12/2015 10:03AM a m � J V � J � �' � w 3 J �� fd M _�� a n C7�� o �, i Z� a � o °,�' � ac x � c, � ; �� H w �, � o �a�3 � o cG o J H z i �` � � -�rl r � � z° M r �� UcvO J � , J � � N Z 67 O i /_�� Fi Ci � t V b Z N I � l� ' � CITY OF ORONO * 2 0 1 5 — 0 1 4 5 6 * � 2750 KELLEY PARKWAY DATE ISSUED: 11/12/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 725 SIXTH AVE N PIN : 26-118-23-44-0006 L�GAL DESC : UNPLATTED 25 118 23 : LOT 1 BLOCK 2 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW TIED NEW STRUCT'URE PERMIT#2015-01451-PAID BY:SPRING HILL GOLF CLUB-CK#32129-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 Spring Hill Golf Club TOTAL 2,500.00 725 SIXTH AVE N Payment(s) WAYZATA,MN 55391- CHECK 32129 2,500.00 OWNER Spring Hill Golf Club 725 SIXTH AVE N WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be perfortned according to the approved plans and specifications,applicable City approvals,and the State Building Code. 1'his permit is for only the work described and dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified heroin.This permit will expire and become null and void if construction authorized is not commenced within I8 days of the date of issuance,or if construction is suspended for a peri o 80 days at any time after work has commenced. The applicant is r ible for asswin required inspections are requested in co ce with ate Building Code.This perrr►it may be �� revoked at � or use. c- (, �-�� 1� l /�f-- / Applic t Permitee Signature Date Issued By Sign re Date _.- --- - ._._. ...... ._. . . _ ._ � _ _ . . . 1 .. ... . . _ � � SPRING HILL GOLF CLUB 312 0 PH.952-47&1500 ��n� 725 COUNTY ROAD 6 Atlafi�aeM�OYa�' � � WAYZATA,MN 553g1-7600 17•2-910 031205 TWO THOUSAND FIVE HUNDI�D DOLLARg & 00 CENTS (US) `T� 2�15 $2, 500. 00US City of Orono � � 2750 Kelley Parkway � Orono , NIIJ 55356 � /,.�� . nun�oa¢r�sanUn� Cit of Grono � � - _ . 2i5 Kelley Parkway Orono MN 55356 952-249-4600 keceipt No: 3.013826 Jul 21, 2015 Spring Hill Golf Club Planning and Zoning N015-00912 725 Sixth Ave 2,500.00 101-22205 Deferred Rev-Developer Deposit Total: � 2,500.00� _______________ Check . Check No: 31205 2,500.00 Payor: Spring Hill Golf Club Total Applied: 2,500.00 Change Tendered: ,00� 07/21/2015 02:33PM=====_____�_ , ✓ ZONING PERMIT ESCROW AGREEMENT Permit#2015-00678 AGREEMENT made this �1 day of J v�-`"� , 20 n��y and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Spring Hill Golf Club("Owners"). Recitals 1. A zoning permit application has been filed for a property located at 725 Sixth Avenue North the ("Subject Property"), legally described as Lot 1, Block 2, Spring Hill Golf Club. 2. Owner requests the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a zoning permit application. The escrow will also guarantee reimbursement to the City for all out-of- pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review)associated with permit#2015-00678 if compliance with the approved zoning permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWNE � By: � -- — - � its: � S ,�z.. l�iu,�c7�#''Ct..v2S � ' � CITY OF ORONO * 2 B 1 5 - 0 0 9 1 z * 2750 KELLEY PARKWAY DATE ISSUED: 07/2]/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 725 SIXTH AVE N PIN : 26-118-23-44-0006 LEGAL DESC : UNPLATTED 25 118 23 : LOT 1 BLOCK 2 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: ESCROW FOR LAND ALTERATION PERMIT#201�00678-PAID BY SPRING HILL GOLF COURSE CK#31205-$2,500.00 APPLICANT ESCROW FEE-APPLICANT 2,500.00 Spring Hill Golf Club Pa ment s TOTAL 2,500.00 725 SIXTH AVE N y � � WAYZATA,MN 55391- CHECK 31205 2,500.00 OWNER Spring Hill Golf Club 725 SIXTH AVE N WAYZATA,MN 55391- AGREEMENT A1�TD 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 dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction suthorized is not commenced within 1 SO days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in confortnance with the State Building Code.This permit may be � revoked at any ti f due cause. � p I Gi � �- �J I�l�.�1 J� ��c�-� � � Appli ermitee Signature ate Issued By Signature Date