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Home My WebLink AboutRE: site grading RE: re 4166 Highwood Rd - Record Drawing Page 1 of 2 RE: re 4166 Highwood Rd - Record Drawing Christine Mattson Sent:Thursday, March 19, 2015 3:54 PM To: Jenni Trombley[office@cncconstruction.org] Cc: ccasey@cncconstruction.org; info@willowcreekdevelopmentgroup.com; Lyle Oman; Melanie Curtis Jenny, We have received and approved the foundation as-built for 4166 Highwood Road. You may proceed with framing. Please note, we received a call from the neighbor to the East who expressed concern over the lack of grading currently on the site. Our City Engineer has visited the site and we request you create the approved swale to direct water away from the neighbors house as soon as possible. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � � 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, May 25, 2015 From: Jenni Trombley [mailto:office@cncconstruction.org] Sent: Wednesday, March 18, 2015 9:55 AM To: Christine Mattson Cc: ccasey@cncconstruction.org Subject: re 4166 Highwood Rd - Record Drawing Hi Chris, Attached is the As Built Foundation survey for 4166 Highwood Rd. You should be to scale if on a 11x17 size paper. Please let me know if you have any questions. Thank you, Jenni Trombley CNC Construction, LLC Business Manager https://mail.ci.orono.mn.us/owal?ae=Item&t=IPM.Note&id=RgAAAADta0jr8jqsT6hvVD... 3/20/2015 r , Drainage issue between 4150 Highwood Road and 4166 Highwood Road Situation: Mr. Jon Bakke of 4150 Highwood Road called about concern � �` � �� r ,�:. � of the drainage pattern being created with the construction of a new ~.:, a,� � � � '� ,_�; '. ._ `�$$ �'�. - � ��t home at 4166 Highwood Road. �� -��,' � � � � � � p+� ,; � � .:o �� ,.� � C� ` ` ' Q , O �'` t� qa� Action: I visited the property on March 16, 2015. The approved plans �'° ,''� c � show a set of swale to direct the water along the property line to the front I �`� �� '� � ' `, � �� • � '� ; # � �. -�� , � y � ��c� and back. Currently soil is piled up against the new homes foundation �. � , ,�, • � , � �; directing any run off water directly to the home a 4150. Also the creation ;� � ' �� of the egress window structure severely limits the drainage options for • , ti��ti�y w�`e p' " �; . 1�,'r ' that portion of the project. - � - � ''` : "OOORo "�/�r. � � �, �,� ,, � �,,.;� � � � . �.�� ' �+�,� �. ; . ' Recommendation: The builder be directed to create swales per the � � `~ ; � � 1 • � _, plan durin g the construction phase to miti gate a d di ti on a l r u n o f f f r o m 5 �*' � ; ` � �" . '�.. � _ impacting the neighboring property. The builder will need to have an ±��` �� -'- _�' �� ° � ' h� alternative plan for direction of the water along the northeast side of the �' •,., �� ,�,� � '` t ' "� ,, lot to mitigate the impact of the egress welL �� .'� � , := x, ' ' ; :. ,�. 7 s`a, _i •�:. - ��.`�__ " `y__� ;. b Y r; .. -4'�,92 1 9?S.i 4 L`.r ___ ! -..._�-J'IL'3 0l- ...._____. � ,� � �1 ':�-� � . �y .r . B..MAPI f �. 8"BOXE nF � . � . � � � y�r` i ti �R -973.a0 � .} ;x � °'�� S ��Y . � ��J75.50 I �,� ��:��t ` � � �� ; � �ri 32 ' 33 ' �� '9>,.,� e�z.�, ::� .. � i ` � -� ... ,�, «.`.��. .. •■ . 75.53 _h �Q� � �-c2- �- �974.85� 976�-- � � m ' Limited room for drainage �T �;��,• ,� ��-;'; ;��w,�1I b�'97392 ^ ��' "� ==''_=c=-, 10. _ ? . w " .. : '..� • � � r � 975.52- � -, � . .. 29.V � � 973.8a ' ' .' ; .. , � ,;a w a � n 97a.g5 � � " " ' 4�5.�z. "' � � n PnJPU:icD II� g�a.a wooD � ' � !^„�{'�'*�+,'.� � PROPOSED ie aam e N�$E '�I 974.85 DECK �i 975.63 �J �.�� t �_._ k ., . •zr� ,,.�f. HOUSE �,9T6 3 8.80 �. �,,�� 7 975.24 lt� � ; ` . : . � ,. r a+'' �, �'� ��97 0 � � If t, - .. �"� .. ." � � � J, ._. r.+�. . .. _ ._�`:'�. �~J j �'�+ �.0 �, i 75.a5 .. .- �,,., _..- �... '�.�. ` ' - --------- ' �-- ♦ _ f . �:, r „ -------�� .�10.8 - .1 ' : �- . _ - 975.59 � - s "� � ' , n k , 974.97 �'975.71 �'' VHU�,US� � � 75.50 HWSEG �. .-_��, .i �.:'>� .�" �3'`.� _ ;OfR; � .�.,.�: � �PRDPCSE� '� (�• `�� $LAB� 9�� 57UCC0 � � � � t <:��• . .:. . .+j 7► �„w 3'�'- , . _ -� ' �„��: Swales not eviden ��a�� ,� N � - , , ++-�:: _ �-, ° . �.. ' ' . " '� � 975 • , ... .ti..:... . ,.`-r' » , '' �. � 35 , � . M . . ., .._ . ' ' >�;+' -------- 51 2 .0 7gf75.45 00' � 9 :' - i.� .� .�� ,�. � {,� �.�r 10 �97 1 `D,978.02 h� i e or t . `�� r � : ��S -_•� �� _.�,,f''�ill�• 975.48 � j(I a' � 9 5. �.�... * ,� ,�:'}x�y,,, + ,�`• 977 �, ^.I �. ,r•.. j```• +'Y',� �''� � � ' � PR0�0� � �1� �� "� m �, f ✓�� . ,'a� ..� '., �.r„ -rr .� �"" . ~�'Ca,' DRIVEWAY � 975.16 ,$�¢ A n 975.34 �. r< � 0PL5 ` '� � . Looking North down property line ` � . �� ,� 9�6 � 'f s•�ocus �"'�"�� 7 �a.r. .,. . • , / .- .. -. . ,, . ;, r ; � . ` � � 975.03 ' � • � 30' . - 9�4 70 974.62 I � ' �. �` "„6 =� �`.. ,�., . _ 971.61 97�'J' I . __._ ._.._. _.._.. .._.. .._.. . .. _.._._-..,__.._.._ . 1 Prepared by: Adam Edwards, City Engineer March 16, 2015 97 74 gZ 4.7� 9�,.�� +.� 74.18 97. 974.41 BI , � � .� �, . _ � LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 Surve Made For: 588�52'56"W 49•85 I ��N� �oP� y 50 � 49 ; 48 CNC Construction, LLC � •s5s.2� , i s�ss.as 4540 210th Lane NE � .956.50 East Bethel, Mn, 55011 � �<957.01 *956.52 I � 957.09 957.96 � � 956.91 " eL _.._.._ -.._.._..-.._.._.._.._.._. �.._.._.._.._.._.._�r_.._.._.. ' 957.25 I' 957.22• � 956.64 I �� •957.48 - Legal Description: ��>�: � . , � 57.33 Lot 33, HIGHWOOD LAKE MINNETONKA, i a-nsH i ss�.o� IBATCH BASIN Hennepin County, Minnesota. '958�72 � � i� xss�.z, � �� 957.87 �10 BOXELDEf� •958.09 � ,f,' I ,y�.4• � •957.60 ` .957.69 '"958.03 „958 5� 10"BOXELDEF� FIRST FLOOR=979.32 gg� ----�"� � � •959.36 957.98 ' TOP OF BLOCK=977.47 �` , . � �: 8"BOXELDER TOP OF BASEMENT SLAB=969.47 96�'"/ m � 959 22 � � - x ssa.o2 9 6 3-'� ss2.32 m r 960.96 �7 0 953 X60 D E Ri 958J0 ,_ •96 . 4�K N 958.62� ��' (� 964�--- 120"MAPL j 61.67 � �� 962.63 59.36�� z � a65 ----- � --°saa.si "� �„ I O � �66 -'" 22"MAPLE � -- I 20 MAPLE -' �� G� O �67 --'`- 967.61 `�"" � - 964.95 I t�3 962�51 y O � _, � -- � �,�.F.� ' � � O y68 -- � 970.25 � "906.?3 �6•. U1 �rj ��69 - '"�� _ sss.ss � x � �p ---� 970.77 � j � „ 962.0 � - 70 � ,�'�I 6"MAPIE `971.71 � I 61.96 � �71� --' 9�12.34 6 972.59 k 10"�LM I .963.G6 �� ;556.96 � 372'� / 973.90. 973.9� � N � �� ;-`- 974.28 a �� •9'73.62 � � � _ Cr1 � � 18"TWIN MAPLE � �974.76 � 966.21 ';� ---- x 974.92 975.29 � '� 9I73 5' � i $ MAPLE i g^gOX DE�t x 973.h0 J •975.50 32 ! 33 ; � ;, � �s7�4� s�z.�, � 97�75.33 � � � �974.8 � _' 34 ^� ��` ^ G,(.� �k� � 4•� „973.92 -------=-�10. 1 .7 -'�� '�F � �29.0 10. 973.�73.81 975.52•-- `�a� w a a �' �q74,95 s�s.�z• ;�' X � PROPOSED ' ii`� s�a.a� DE�K m PROPOSED ;i��aom a �,o� W�97E5.63 „ ��I 974.65 � HOUSE ;�,976�23 78.80 g75.24 �� j�97 0 �n a �� 75.45 r S C ALE ------ ,� ; �� .o ---------� �. �� "'10•6 975.59 I 1 EXISTING 1 inch = 30 ft. ��:974.97 ;i975.71 O`�`G PROPOSE �y�J� 75.50 HOUSE �ROPOSED' '� 1� �GARAGE �� sni°co GARAGE ��g 6� �� 975.00# �� 75 9 N 976 80 � a�x 975.35 ;, S�g 22.0 � 975.45 976.37 _-_