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Home My WebLink About2009-00802 - adv plan review , CITY OF ORONO PERMIT NO.: 2009-00802 � 2750 KELLEY PARKWAY , ' ORONO, MN 55356- �ATE �ssuE�: 1U10/2009 952 249-4600 FAX: 952 249-4616 ADDRESS : 2400 FOX ST PIN : 04-117-23-41-0011 LEGAL DESC : MAJESTIC SPRUCE ADDITION : LOT 1 BLOCK 1 PERMIT TYPE : ADVANCED PLAN REVIEW PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADVANCED PLAN REVIEW NOTE: PLEASE FILL IN THE FOLLOWING: VALUATION OF PERMIT:$3,250,000.00 TYPE OF PF.,RMIT THIS PAYMENT IS FOR: BUII,DING YERMIT PERMIT#THIS PRE-PAYMENT IS TIED TO:PERMIT-2009-00803 APPLICANT ADVANCED PLAN REVIEW 9,851.89 CHARLES CUDD LLC TOTAL 9,851.89 15050 23RD AVENUE N PLYMOUTH, MN 55447- �) Minnesota State License#: 20635245 OWNER LINDBLOOM, JULIE 2690 RAINEY RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT I�he 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 gran[pennission 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 specitied herein.This permit will cxpire 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 reyuired inspections are requested in conlormance with the State Building Code.This pemiit may be revoked at any time for due cause. / / / / Applicant Permitee Signature Date Issued 13y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. , ' 2335 Highway 36 W � St.Paul,MN 55113 , ' Te1651-636-4600 Fax 651-636-1311 www.bonestroo.com December 3, 2009 � Bonestroo Ms. Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 2400 Fox Street File No. 000139-09000-2 File No. 2009-0803 Dear Melanie: We have reviewed the plans for the proposed new home construction at 2400 Fox Street. The plans are dated 12-2-09. We have the following comments with regards to engineering matters: • It is our understanding that the retaining wall extending northerly from the east wali of the house will be integral to the foundation and be under the review of the building official. This foundation wall will provide soil support perpendicular to the tiered retaining walis. • It is our understanding that double silt fence is already installed around the wetland buffer area. • The plans appear acceptable from an engineering standpoint. If you have any questions, please call me at (651) 604-4894 or send an email to darren.amundsenCa�bonestroo.com. Yours very truly, ri---L_. �.�-..�� Darren Amundsen Cc: Tom Kellogg Evelyn Turner Evel�n M. Turner From: Evelyn M. Turner Sent: Monday, November 23, 2009 12:45 PM To: 'jsonnek@charlescudd.com' Subject: additional information -2400 Fox engineering comments and grading for Mr. Robinson's lot next door John: In Darren's comment letter the words "culvert under" are missing from the 4th bullet point. We will have public works inspect it right away so the City's work can coordinate with yours. Here's the code section referenced in the 5th bullet point: (2) For all subdivisions and commercial or industrial sites in which land disturbance activities will impact one or more acres; or fill or excavate over 100 cubic yards, whichever is more restrictive; or any other site if determined appropriate by the city Engineer due to potential impacts to wetlands, lakes, or sensitive receiving waters. a. Grading plan. A grading plan shall be provided that clearly indicates the proposed land disturbance activities. Both existing and proposed topography shall be shown and have a maximum contour interval of two feet. Drainage patterns shall be clearly shown using arrows depicting direction of flow. Other information shall be shown as required by the city based on specific project characteristics. b. Phasing plan. A phasing plan shall be provided that clearly indicates the areas in the order they are to be disturbed and restored. The phasing plan shall consider minimization of area and duration of exposed soil and unstable conditions, minimization of the disturbance of natural soil cover and vegetation, erosion and sediment control measure installation, weather conditions and the schedule for temporary and permanent restoration. The area and duration of each phase shall be indicated on the plan. c. Pond defail sheet. A pond detail sheet shall be provided for each proposed stormwater pond that shows detailed pond design including normal water level, high water level, aquatic bench, maintenance bench, outlet structures, emergency overflow locations and other project specific data required by the city. d. Standard detail sheet. A standard detail sheet shall be provided that consists of applicable construction details for approved erosion and sediment control measures as developed by the city. Other techniques may be used upon prior approval by the city with details provided by the designer. e. Specifications. Written specifications for land disturbance activities such as product descriptions, installation and maintenance procedures required by the applicant to carry out the project in accordance with this chapter. f. Stormwater pollution prevention plan as required under the NPDES stormwater permit issued by the MPCA. The stormwater pollution prevention plan shall consist of three components: (i) Temporary erosion and sediment control plan: Indicate the location of perimeter controls, construction fence, temporary sedimentation basins, inlet protection, areas to be seeded, areas to be mulched or blanketed, location of construction waste control (dumpsters, chemical storage, concrete washout, portable restroom facilities, etc.) and all other required temporary erosion and sediment control measures as described in section 79-9. This plan shall also indicate staging of temporary erosion control measures. (ii) Permanent erosion and sediment control plan: Indicates areas to be seeded and sodded, sediment ponds, storm sewer systems and all other required permanent erosion and sediment control measures. Permanent stormwater pollution controls including, but not limited to ponds, vegetated buffers and structural measures shall be designed and constructed in accordance with other chapters of the city Code and requirements of other agencies having jurisdiction. (iii) Narrative: Describes, at a minimum, the nature of construction activity, person(s) responsible for inspection and maintenance of site erosion and sediment control including i contact information, project phasing, schedules, along with the timing, installation and , maintenance of erosion and sediment control measures and specifications necessary to carry out the project. (3) NPDES permit documentation: The property owner owner's agent shall apply for and be issued a National Pollution Discharge Elimination System (NPDES) general stormwater permit from the Minnesota Pollution Control Agency (MPCA); and shall submit to the city a copy of the MPCA Certificate of Permit Coverage. I have a copy of the wetland buffer plan for the subdivision. It shows the grading but does not include all the grading specifications. Plus I'm not sure if it is what the MCWD approved. It would probably be for the best if you obtained a copy from the engineer — Mike Brandvold at Anderson Engineering 763-412-4000 (13605 1St Avenue North, Plymouth). What may complicate matters is that the grading is for the MCWD. They seem to require a 35 foot buffer. I don't know what they want/don't want in the buffer. The City requires a 25 foot buffer. We don't want horses in the buffer; that's the reason the horse fence has to be moved. I'll put the plan up front with your name on it. It will be in the "general paperwork to be picked up" drawer if I'm not around. Evelyn Turner z ➢� ; � , ' ;, ' � �`�1'', �, � - - --- - - - - - - - -=I ' � FUTURE �� i � � � i— � rr ,� , , I , ,� ; ` I �-E�t�J�� 0�� '= , �' �� ' < � `�; 1 � � �� - - - - - , � -- � i - .04 � �. � � � ' so� � 968 �' . 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'\ --. - � . . .. . . _ � A � � �� F ` / � �� -� � _ � . � ��- �- — � � _ -_ \� _�`'�. . � � d� ; � f� � � �� ,'� ' _ � ;� - - � �� ' � , ca,R � � - , , - _ _ � � � �_ � �� __ — � � �, � ��. � :. � % _ � - - � , 1 ; � �. , � / � ,. � � - - - ' = — _ \ � � � � �,� / � � � ��- \ . � � � - <_— / _ ��a, � — � � � � / / � � � � _ ,_ -- -� � �,'� _��, �� _ i" ��' � 3C � � 50 � � V � .� �� - � � _�� - � ��,- _ � � �EXISTING � � _ � � �� __ _ "964! , � , �- _ __ __ _o � = _ - SEPTIC / � � �� , � � � ` � � , `. � o � - - - _ , ,� _ � � - SYSTEM - ' i ,--- � � � � � `.� : � � - " � - � � - - � , � �� - � \ \ , , � �. � i � —— _ � � FENCE � - - - - - - � � ' / � j - � � � A � � �� „o. _ � � / � - - � . � �-- - - � _- � — — — � � j � � �� / / �- -- __ �� ' � � — - � — - �� \ _ _- - - - - �'' �, 25' WETL_AND BUFFER � � ' � �� \ - �\ ` `; \ ° i _ � _ __ __ _ � , — — � , � � � � � SILT FENCE �� ' 829 SF , - � � m� s \ � � , � �, � _ � _ �� TO BE SEEDED WITH i � �� V �� `� �� ' - - - �� BWSR�MNDOT U8 ��- _ ��o � \ � � �� / NO GI � � �� NATIVE MESIC - % � �'�'�- � \ V �� ; �� WITHIP � � PRAIRIE SEED MIX � ,,i,, WETLAND i��`�- \ \ �`� ': �� DRAI� � \ �' \ � \\ \� , � TYP E 7J \\ � \ =�B�IL BA�K LINE _ � � � � � wEn��o�Eu�Enr \ \ � �� \ \ � � � ' � V � � � � JULY 3, 2008 � � � � I � / r� � � � �� — — — � .�li,- • � V —�� — - �959.50 � ,_ ,�i�,_ �, ,�i�,_ --- -- ' � � , � ,' A � ..,.. i � � -- -- , � r-- � 1419.00 � � , - -� � �; -_ _ \ _ _ ,, � _, , � � � `� � � ��'� � � � � � ------- � � � �� , ' ', ', �, � � � - _, � ` , � � `� �� , � �, \\ '- _ � , I MAINTAIN EXIST. 1� RELOCATE EXISTING NATIVE FIELD COVER FENCE OUTSIDE OF AND TREES/SHRUBS 35' WETLAND BUFFER WIDTH SED L�GEND - EXISTING CONDITI�NS � � , 2335 Highway 36 W St.Paul,MN 55113 � Te1651-636-4600 Fax 651-636-1311 www.bonestroo.com November 23, 2009 � Bonestroo Ms. Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 2400 Fox Street File No. 000139-09000-2 File No. 2009-0803 Dear Melanie: We have reviewed the plans for a proposed new home construction at 2400 Fox Street. The plans are dated 11-10-09 with an emailed updated version received 1i-20-09. We have the following comments with regards to engineering matters: • It appears that the proposed retaining walls on the east side of the house are approximately 10 feet high and the retaining walls on the west side are 7 feet high. Engineered design and details should be submitted for review and approval for all retaining walls over four in height, and for all tiered walls with a separation of less than two times the wall height. • The proposed grades between the driveway and Fox Street exceed the maximum allowable 3:1. This must be revised. • The proposed driveway connects to Fox Street at a low point where an existing culvert crosses Fox Street. It appears the intent is to have a split driveway with two new culverts under each leg of the driveway. The existing Fox Street culvert would be between the split. We recommend a single driveway access point with a storm manhole connecting the existing culvert to two new culverts extending to each side of the driveway. • We recommend that public works inspect the condition of the Fox Street and consider its replacement if the driveway is constructed over it. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial securiry should be required of the owner for this permit. , City ot Orono Page 2 Permif No. 2009-0803 November 23, 2009 If you have any questions, please call me at (651) 604-4894 or send an email to darren.amundsen@bonestroo.com. Yours very truly, r"_ T��.i f-_. � Darren Amundsen Cc: Tom Kellogg MEMORANDUM Date: Friday the 13t" of November (Muwahahahahha) To: Tom Kellogg, City Engineer From: Melanie Curtis, Planning & Zoning Coordinator RE: 2400 Fox St, Building Permit #2009-00803 Please review the enclosed information for a new home and provide comments by November 23 or before. Please call me at 952.249.4627 if you need additional information or if you have any questions on the attached information. Thank you, �velyr� M. Turner From: Evelyn M. Turner Sent: Wednesday, November 18, 2009 12:38 PM To: 'Smyth, John R' Subject: Wetland Buffer for (Robinson's) Majestic Spruce subdivision Your file number 139-08000 - 505 Willow Drive South John: I see from the table you emailed me that you haven't checked the buffer of these lots. I doubt any work has been done. (Mr. Robinson really didn't want to have to move his horse fence.) They are requesting a building permit on the vacant lot. I intend to require the owners of this lot to escrow for the small buffer area on that lot. How much should this be? (We have $6,000 from Mr. Robinson and I'm inclined to hold all of that to make sure we have enough money to do the buffers if we have to.) Thanks Evelyn i � , � •, � �� • � r „ `� 2335 Highway 36 W S i St.Paul,MN 55113 ` � w� �', w'` ' �,c� � � �' � ` �`S (� �" �.J � (�,� ,{ Te1651-636-4600 � �,(,� � 0••, �,�7 ��S �Q� �Z/ .f ` Fax651-636-1311 k� � �� `��r � c�''` 33� �� ` G�,�,�`n�5�`.�r � � . �.eW �� November 23, 2009 ) Ms. Melanie Curtis �t C� �� Planning and Zoning Coordinator �� r^ � ��U� _�� ,� City of Orono G�'` . Post Office Box 66 n� _ ��-� �� . �/t,�� Crystal Bay, MN 55323 .�V� l,0 � �� Re: 2400 Fox Street � � ��, l-� File No. 000139-09000-2 _ File No. 2009-0803 �y�!�� lc�U� Dear Melanie: We have reviewed the plans for a proposed new home construction at 2400 Fox Street. The plans are dated 11-10-09 with an emailed updated version received 11-20-09. We have the following comments with regards to engineering matters: • It appears that the proposed retaining walls on the east side of the house are approximately 10 feet high and the retaining walis on the west side are 7 feet high. Engineered design and details should be submitted for review and approval for all retaining walls over four in height, and for all tiered walls with a separation of less than two times the wall height. • The proposed grades between the driveway and Fox Street exceed the maximum ,allowabie 3:1. This must be revised. • The proposed driveway connects to Fox Street at a low point where an existing culvert crosses Fox Street. It appears the intent is to have a split driveway with two new culverts under each leg of the driveway. The existing Fox Street culvert would be between the split. We recommend a single driveway access point with a storm manhole connecting the existing culvert to two new culverts extending to each side of the driveway. �„ tV�i�' ,1�. vh�l� • We recommend that public works inspect the condition of the Fox Street and consider its replacement if the driveway is constructed over it. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. . � ! , � Lity of Orono Page 2 ' � I'ermitNo.2009-0803 November23,2009 If you have any questions, please call me at (651) 604-4894 or send an email to darren.amundsen@bonestroo.com. Yours very truly, �_ _--�-'�� ft�------ � _ -, Darren Amundsen Cc: Tom Kellogg I � � ��TIFICATE OF SURVEY �, . -��6 �'�� ' . �° w �� + `o� �' � 4 , i T :v' '�I I F�R� GHARLES CUDD DENOVO � � ,� � ' , ;� ' � I ; � • • ; ADDRESS� 2400 FOX STREET, ORONO, MN ' ' s�3;9�so E ' o I ° I 1 ��. nro=o.va 67.9� . . . . . . . � . . . - - . -'- - . . 9fi9.] h m m m : : � .� � � : : . ., '. ., � �';. I 96�0 raa w�. ` : - : '._ - _ - T _ H .. 6�,1. \ wem+[i-wa� e�x 'v�o�„� m i. �� - . . . Mo a s� �vo-�n.v ..I.... A ri� � ��v�..� �- v ' I 9c EpSy.� - . H i \ @ .� � �. : g ��o�r� `ond "I� W�n ; � B ,.e� S�_�, e I'.�o' N I � �I ,�� .. . i '°si '�9 S 77 �' . 3��- ..-' i.i°o�o�v � j � .I � o i EXISTING PROPERTY'DESCRIPTIO'V BENCHM11ARK "bsi ��-� f �� I Lot 1, Block 1, MAJESi1C SPRUCE ADDITION, .{s-�� 6° . �-{-j� se I Hennepin County, Minnesota. MN-DOT Harn point Andrew, � � ry i m i �� ° I Elevation = 937.91. � .m �h '� . \ , ns _. � I I oib � � � 9fi9.q I. .. 1�:. 9fi5.2 I I 0 i. 91 .�� :. . i � / 1 �' I ( € I ' ...'95 . �8) ��4l� .. . O 9B6 . � YS 9 ... � 991 R I I W I g�� 5 959 861.5 � 9 . I �(�� _ � /- . 9fi0. � I Y66.0 ��X � L.0 I �� $L . PROYOSF.DF.I.EVATIONS � E,N� � � p�� 96Y9 \ I I� 5 , ss s GARAGE FLOOR = 965.5 36op o .. .. 61� `.. s,�% I I lO I ....�.. . , 96v ,i N LOWEST FLOOR = 956.5 o p� , 9e�.s - --- -------n . - - - - - - I � THEATRE ROOM = 954.5 pit� '� � " s' �� R95e' y .z. s °fi J o pOa "1 83 N cP �� ..-' ,es .: a 36 00 �50' - N 5 96 � m t�0 °j �9�� T� . � ��9e5�s� HpU`" .� � A a�� , �. ssa.s ��. \ `q �. ' ..-xH58.3 . fi0.e 96�ziP :� 6x961.0 FIOUSE DETAIL: oai__ �'35sg6" a�s o ,�, Zgz I �ov°s�tn��l � m '� N 9696 - } f se�z I� 5 � P � i 1 �6� �3� O� ' �� tJ1... x959.4' 96�x: .:x �� . ' . � 969.0 ��'� ' , � Q� � 1, = 20, , �\ �O �, gz � sse.z �838 -SUMP�DIStY1ARGE sc�e..� szs gs -' I fr I Iq 8 24 �2� ...� � : . 4�p .g�2g 33 �po �I � �g ss>> gs m P � 2�,°2 � `r� S 2.08-�� ,4 y'7 I..: ; C 5 l e sz s 66' \, 5 �� _. asa ssai U` J 7q .r�h... u 959.� �� . g 95 5 ` �� x 9fi9 2J �� 6 ��I ].'1 P P�p .W g' % 2'S� d- R-929�'��' �� . Vy _� ' __'__9Z9_____: ____ _ � � 2�, � o ___ �o Q N�SE S -eT25'a7,..` � ' I � . o �`� � . m sai v ss veve � I � PRapOSf eA`+e�FS' z.. I �e.. �' s � \ ss,., e s � � � �I .s I � e \�� P�{i� �{F.��" m O� 96J J 959� �6 96J) J CNP V ' ,02 P�aFpWt N�,o61 � ......_ . .... � i 8 ,sse, �. 9e5 . , . ,i�� I � z 4- �j8 960] p �, �T �� WI� N 1� n{ . 583 � i a, . 9s .aez� ; s�, .sa z I U`N 8 OQ o 5 g3 ?SO � 958.i . 9 .6 �9.9 963.0� � ' 9fi].5 $.,.. x 966.S-t Y.-- --x966 � I 1�g6 "1�9 P�� . sse.� � I I �e5e.e . � 965 ` ��J u5z.i , I N �� ..96Q. _�_ __. �__IB5.1________ '_. 'g', ... ��--_T�POR Y ROCK.. �' ' s�� .9fi1.4. z x � �-' 6� � ... .� •seae..... ss np� ntANCE_ = .. .. s..� .. IWF�BUPPIED P I "�1 1\. � '� � �958.� N� 96 O 9830 . , COP($TRl)C - � P.. 95B.a � \ � 1 j -� a 5�,, 1233 .� csa.s '956B A : � � ��. .s64� . :=- .. � � �. .._._...._ m � _ _ sa , N _•. -._"- - sa..i so.s . � a��. . ' � �^� � I ea '� ..__. � �MN � '�C•' � I �I � 6 is ` - "_'_ � -�' F�CE" rxie x i t . ` . m : : �� . NORtH p '�--'' o v�t � a;o- sss '°. 966 a ,s. �.: a=f s II 0 w wW 52�� 7� P{ippoSE . I ssa1�. �_95 ��w x958.B i . 9P��.. ' 96le � �J ��c� .7:^ y .. .. � � � --958 i . r. P �� . {� � a4�, .. � _-t�i� 95f.1 ........ x8580 9� . � � '. � �� 1. I ( Qa FEET) _---'"� '� ARF.A CALCULA'I'IONS I ---- - - _. - - �� .. - 0-��' `°c� °�'{\ gbs. '� a I 1 inch= 30tt � . ... ......... B � � 5996 �. \� \ � :. . .sua� 961 9� �� . � _- TOTAL LOT = f174,284 sq. ft. (4.00 acres) �, I ...... �TM�S � � ��s57�\��...�� e��5��g��.�.� '� \ � .0 4'� I �� '' HOU52 = f8�464 �q. Ft. . .. ...I� 9559 ... xB5!>'-..... ... x956� 955.1 B55.8�...:/" " � �85� 9fi]�� x965.1 ::� � V: S �fi I Driveway= t10,839 Sq. Ft. ............. ... -955 . ..... .... �-. � � i ` ., � .� 67 � 25p0 � ' � I�asz.._ ..... . " .... ssi�� I.�� iuii..........gs¢ � m . s A5� ._....._ y � 6 M J . j ��. 9 J 0 �. . ........... " � � ' 9s,��I �U� 95B B � I 959 959.� I ��.. I .. I / �Q 966 96 I PROPOSED SEpTC MEA '�'� ��. , , i ci � � 258j � IsSsa g�...� �� easie �. .... i ''. ' DRIP.LINE � �96 � � 9 . 9� asa.'r e Ih iP A A o � I ......�ljirv� � . ..,9sss vsz..r .....i ib�� \ 44'FlR � _ . � �� 9J� o y .. � N � . I m ��..- .!�'� 3�... �� ..95 � � � { e5a.a� O � � . � x951.] .. ..� . : .;. I � j �;x, i_ � •.. } { ,95,6 o �� , _ . 25 o r. .,s., � . .� ; -� �.�` ... I % ... .__._ . .95Q'..� ....... � /`$ ;' 9 a ,... .....� �� J . �g� .. ..... . .. 9`TJ .' ' ' . Y s.fi I � s. . � /J h�� / " ..��9AYW'Y\.,(YY\ � �._ - �: �ry9y�.. � I ,..�-' . . � .. �I ..�.. B50.5 I A ' . 95 �j1 �. I 9515 �.......�... y} f�9 fi �� .• ..A . I ..�..� .' .. .... .� .. `V ;:. � g54i ., � � Sl�.t� Y506 i_ i � m � . N 5 ._. I. � . I 1\OT ES ia l _sis _.... �.. .. ' S� � �' I o5>; - Bearing�s shown are on assumed datum. . . � �� . .. � - y. �.......� ...� � ...� � g .... � -.-. ' g • .• ' �.��iENU -Field survey conducted on October 22nd, 2009. �r " '�- y r � � �' '.,'9s - -'� �s .... oais� `�., � OO DENOTES SANITARY SEWER MANHOLE -This survey was prepared without the benefit �.- � �rio��v a �.,.� .--�- 93 - - � � �� g�� .. � '� . _... -.I g`o �li of titlework. Easement, appurtenances and - � .. ��- �� . i �'j�� '� DEN07ES U7ILJTY POLE . 940� ._a.wa �s � ....940� � , .. ..... �. �s. encumbrances may exist in addition to those � ,.,a � �� -�• ��.. ... i I �... . ) • DENOTES IRON MONUMENT FWND shown hereon. This survey is subject to �'� ��' ��N�S�;�,S� a - �� 9 ` � �/� �� o ,I io�t2* DENOlES E7(ISTING ELEVA710N. revision upon receipt of a title insuronce � - �� - . �� !/1 . i.6� �V�� " ' . � commitment or oftomeys title opinion. � g�s °ro°ovc 4_i �� a T �..rj 1 -�"� -` �� - - - - - I �� i ' DENOTES BITUMINOUS - House elewtions and placement set by owner. -- �- - - 9'�-- .. °°.� � .�� J� .qn� ��DENOTES CONCREiE " 5 -�� 27I$23 �� ' � �sP I � . � DENOTES EXISTING TREE '�� - s�ss ��FROPOSED 9L7 FENCE-'� � 9 5 � sn SR8 55 21"E 8]6.S 9J60 ..B]5.0 ��.. '�' � 9J5.9 .• .• ..•. x A -...-��.,DENOlES ExISTING CONTOUR ��-� . a�a.s _� �. � o�v-is-. .a�si I .-. (Y=) DENOlES PLATTED DISTANCE � s�s. °^+ �:aJB-9 9's' � �.... aw.s `a�y ... ,. 9]B.I 9�ST�. � 9�e.T e92. DEN07E5 PROPOSED ELEVATION. �-w, 9�Sa � FQX 9J61 x9�2' I " / DENOlES DIRECTION OF DRAINAGE. `°^• 9u�9 /' ST�'EE � . .9,5., a 9�55 g�P2 aM1 9.16.0 T 9� ...9� ( -12-NV � � ' I � - __ - - - _- _-. -.. ._. "_- . -�� a J. � ,5 i . -- -- - - - �iric I� �� a,zz I hereby certify that this plan, survey or report was prepared by L vas. � -�- -�- - - ��+ me or under my direct supervision and that I am a duly Licensed �1 �� , ,. r/"� Land Surveyor under the lows of the State or M��eSo�a. CRE LAND SURVEYING yr/ n /; ' �``°� � I Revised: 11-8-09 JOB#09385I3S 1 I "'�' '/a Revised: 11-10-09 H8R1 LdCe,AiN 55.'�1A ��I'� / � �l ��/`� I /� ^ I,�n,`o` a��~ I P y'�783-458-2987 acrelandsurve��ginail.toin � `��` L�` �l J/�I� , JOSHUA P. SCHN�Date: 11-6-09 Reg. No. 44655 � G\Land Pro,Jects 2008\09385hs-Mufestic Spurce Add\tl�g\09385hs.drg 11/10/2009 I0�51�13 AM CST �" �/� I � t.�'0� �'l��t � Lt-