Loading...
HomeMy WebLinkAbout2006-P09908 - retaining wall ' � � PERMIT CITY, OF� C�RONO Permit Number: �750 Kelley Parkway- PO Box 66 P0990�-- Crystal Bay, Minnesota 55323 Permit Type: � �' Us r Defined Surc Building_._..__.__._ � (952) 249-4600 ------�-"-- Date Issued: 6/30/2006 SITE ADDRESS: 2545 North Shore Dr Unit# Wayzata,MN 55391 PID: 09-117-23-41-0003 DESCRIPTION: Proposed Usc: Residential Permit Class: General Permit Type: User Defined Surc Building Permit Sub-type(s): , Retaining Wal� � � '�_�____---`�_ DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 111.25 valuation: $ 4,900.00 o�` �� State Surcharge Fee: $ 2.45 C�� C��`'°��d�,��� �J � c� � 1��, � D�� TOTAL FEE: $ 113.70 �_ � �r APPLICANT: Pro-Wall,Inc. OWNER: Bradley&Cheryl 7ones 7990 69th Avenue 2545 North Shore Dr Rockford,MN 55373 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROV MENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORO�ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. l� ��-« ��'l�' ..� , �, y` APPLICANT PERMITEE SIGNATURE � ISSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 T � ' � PERMIT CITY Q�F ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P09908 Crystal Bay, Minnesota 55323 Permit Type: Mechanical P �ts (952) 249-4600 Date Issued: 6/30/20 SITE ADDRESS: 2545 North Shore Dr Unit# Wayzata,MN 55391 P I D: 09-117-23-41-0003 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Mechanical Permits Permit Sub-type(s): Retaining Wall DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 6125 valuation: $ 4,900.00 State Surcharge Fee: $ 2.45 TOTAL FEE: $ 63.70 APPLICANT: Pro-Wall,Inc. OWNER: Bradley&Cheryl7ones 7990 69th Avenue 2545 North Shore Dr Rockford,MN 55373 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. i _�t n :1►,C.�, i' i�c� '_ ,, - � -��-- J �%�G' i�r UY►i�-M `� ��'�' � �%s�C-.- ` '� ) ' APPLICANT PERMITEE SIGN URE ISSUED BY SIGNATURE Copies: 1-File(SignaturesRequired), 1-Applicant, 1-MonthlyReports, 1-Assessing,(IfSeptic, 1-Septic) Page 1 .,,.�► , �f��.G �,Uz��r �T' iv�,�rs•o� �.9�%c�.5���r-- ¢Q� City of Orono �.- ��t ��?' i=/'� FOR CITY USE ONLY �/ O, �� P.O.Boa 66 �� ^ �( ��� Date Received: S-2� Permit#/�}b 9'�JDO ( �� l 2750 Kelley Parkway � '1y��.~• ''/' Crystal Bay,MN 55323 7p �''�wl�riv��,��� (952)249-4600 Amount: $� C.U.P Filed. ��Og ,, n� (�'' 0` Approved By:�l.�l-T.Jc�J Site Plan: (QI�� �N�I,G. Recommends: A roval [� Denial ❑ CITY OF ORONO - USER DEFINED/GENERAL PERMIT (Ail pennits must be approved by the Building Official andlor Zoning Department) Job Site/Owner Tnformation: --,; . _ - � _,._ � Site Address: ,�,� �j"'7 ��� �f�U�/�� �=�'�� � , � Owner: ������ U/�!(� � Mailing Address: City: �`�%.!L' Zip: �� �� ?� �'� Home Phone: Alte � � '�Cl-���L!� ��i� �,(r Contractor/Applicant Information: �((.2•� ��� � �� W � ?'l�'4 (='lr�G Contractor/App.:�CG ��-��" Cc ��Ji� Address: ��,` �� �� L:�- �v St �Z'Z z►-°!`8/Y�� _ __ City: �G��t ,�=t?/;'r� Zip: `' °"� i � Expiration Date: Phone: ��_`a`�:���' ,� �� ' Alternate Phone: � `�-� _ ' - �:�_ �-�`�,<v�,, TYPES OF USER DEFINED PERMITS � ❑ Stairway to Lake Retainin,.g_Walls ❑ Temporary Trailer General-User Defined Surcharge eneral-User Defined Surcharge General-User Defined *(Per UBC) * (Per UBC) � *$30.00 *Estimated Cost: $ *Estimated Cost:$'�,�CJv ❑ Docks—42"or Greater ❑ Land Alteration ❑ Zoning Review General-User Defined Surcharge General-User Defined General-User Defined ❑ Commercial—(Per UBC) ❑ 0-500 Cubic Yards *ForO-75'Zone-$30.00 * Estimated Cost: $ $50.00(Needs Site Plan) Generaf-User Defined ❑ 501�Cubic Yards ❑ Residential- $30.00 $50.00(Needs C.U.P.) ❑ Tree Re�noval General-User Defined * Within 0-75' -�30.00 I herby apply for a User Defined Permit and I acknowledge that the information above is complete and accurate;that the work will be in conformance with the Ordinances and Codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the «�ork will be iu accordape��vith the approved plan. -�- � , ,. __ -, / _�� t f���-�`` :�` `- ` ,_ W':c=:� Ap icant _ _ _ _ Date . . Re$et F�rm� � (UserAefmzdPe[mit3/i8l04) 06 08:48 FROM:J R KING EN� 9529440588 T0:+95z2494616 P.002�002 ����� � . s 1�7/oCo � �o�vES��D�NG'�1 C.��Nv ��� aa� . ��� WWii ��� A8� ��a 4� � � � � �� ' I'/� /� � , w Wbt'�, '`5 �'$ ���'J�ZI�� � � ` ; ��� `^-��� �' � y �.t'. c�id���M ��� � . ;s A� A '�.� ��TY oF o�oNo .. F�;j;i_`��ivG P� I- PLA!`J �����so !P�::.f�FC���CIi c�_-d� r _ �t�Z� Q1�' _('LF�;��.°!r f��____ _____ � � P"� `ti�.,'v l� � _; ��t��.�.':i�t ct� � �,�cF. :�� ;�^, � !' r=D Ll: r'.rt';it.'. �ll � ..i � �J��.f�� ^r ,`1�., _ �� � ,, T �: rr 'r 1 �. `,. .. l i ,.. r � � l'� ; ., ..•�. . -'� �.�� : 1"`� .. . ... ..... ... . .�� �3 . . . � .'.� t"`:,`.. � ., � �,�; r.�.,�.0 �� ����. . � tAl..t� -��_� � �r�IV J�i 4i�� vI��f I ri�i- i� ���J� � I hereby certify thai mis plan,speciticatlon,or report was prepared by me or under my dlrect sunervislon and that I am a duly licensed Profiesslonal Englneer undst the �aws of the emte at M(nr�. Jerome R.K!n , s gne ATE:(s��� Re 67 i � , � � �� - `� irsarcexrerc ,� 4 � �. " �GUEST I � � �v � II /`o�� � �� � � w�nreouurerc , i .../I 7... t GOATS G� , � I �� .! � � i : �t T �, ' � � � � � , o ' ' � � �_� I' � ..; " � w�H ' ,� ' ���� ��'�� - r�u -� � ezow � � �� � ' � _� � ��������� 1��� .b��- � I- T-7 5/s. Q�� �'b�•. I SFaT � � �n � � h . - , I� n�a� op+ W��U NQRY e - - I .. -. � �„I� -� .. ----� : - �. � ��a� �s I �. , , � �,��o����, r� � I r �,_.�', ,'� � _����� � BRCK. � � . ' � �-\� -�__ _ c-��1+• � � �- �r _ 4•� - - .. - � � STAIR � srs,eR � A w �I ir�• ia-m�� ` _� .�' - , p 1� � � - 1 hDc2 / .`� � - .. . . I I"I 19-�IA. _ . ' ,edQ� ,, _ � - • _ I � � B' - • __ . �• . I �A' . - _ - f� � ` ' 942.2J I ,r� E WA�LS.- - ' �,����,��, _ u � , � _ T-21/C � - 14'-3�A' _ �� �.� / I I - -..� � � � � rF �� I� ,f ^ � � � P. �. � .��� ��1 IH' _. 9 �f I- � rrP ro.c.iar H o_0�I __ _ _ . -._. .. - - SINR / ' . I' �� .... _. 4-�� � �.6-2w• ` ^IO .- . . . . ._ �-. 3FYMDOPLYWOOD - ., c < > _ f: -_ .' .f. \�b 3/4'MDOPL1W000 CWNiFR ON 1.lIL. r5' �I � .\ I I '� CIXIHi�ON�IIL. SR1D f%AME 3� `_ � \ I � ��6 13'-6'. SIU[t FRAlAE _ � �� '� ..% � ��� — - �- .-. i °�§ rtoosaeaa ` " ' ' i aeoa . � . ., - - _�.. - �,i �-' i ' �� �'` _ _ - '. r���wx ���� � i . .�.. �.�. �.�. �. �� �\i i nocPqa,�r. i .P i � �' , . .i el O -" �- . . �. . _ . . � i � � / _ ' . .. \ ��Q��_ ��� - � - I I � 1 PROVI�E t INSTRLL NRO ll . �. . �. i �. .. ��. �. .. .. . EAST GARAGE � � ia �I , I - _ .. . . a �g � ,: I� ' � _ eroxrFimaAHisn-� . , e' .� � . � . . . "' .°� �� I WEST GARAGE � ,����,r � �'�9a�.9� a .a� - -�- �9��8� II(9a►.9�1 �°���"r=" � � � - � , , 2 � � . , ,- , , II �_ ', ,��,� \'� ; : <��> � N ����� , - , - , , � �.� ' , , -�� � � � �� o - �- _ - � � � - - - - . a - � ��.,��,.�� . - -� _ _ ; _ � , ; - _ � _ __ , � 6 II ' �I° �� � , ' 3�a 9 R I � 8r� � - — — - _ I — — — __ � g�e, _ 4 p�nb�.:� ��,�4,.�«� � �- - il - -_- �_ _ - _ . . . 226�y .. . .. .. - �.. . �.. ��.� � . .. � . .. . __ _'_ _. . _24'� � - ._ . .. _ .� ._ - .. . . - - . _ - - . - - .- . . � . .. . .. I .. .. . . .. .. .. � - _ I- -. . __ . . _- �. _.. .._.. .- .-... -. -. .- . . - ._ _ I _. __ �_. . . - B9'-6/9' . . . - _. I � 2 ��aa� �941' I, � _ � ) - - — - . � (941' S' . � �.,�,��o�»�,�,��, R�.��o�,�Eo��, ; it�' �:�� i (940')i , � �4�i i�.L:� /f�;; , MAI N LEVEL FLOOR PLAN � �()pQ^/p v v�n A/JOr lLer (�t/�C�S SCALE I/4°=r-a' APPROX.SQ. FT. r2,707 PLUS SCREEN PORCFI(212)=2,920 � CITY �„� �F �R N� 'f 'Ci��`i..i_}�IV� 1-C'�'t,'vll� =1..•1:-V :�t:.:�Y',;�VV ��I-,"_C..������r.) 1 I _L��/C.� {�. D�;�'� I D! - - . __.V'�_y-- .�__ ('i-.r�i:il i ;i;..� ��`�.. � ��`..,... . ._ , i:�". ..� j�_,z�l �._�T� r�� �_,.,:����....: 4'iF��� �_.::.i� , ,.r����--• - .'it�r . ... .._ . .. .:�....1':..!I;_� { ! 1 ��..` ��� � �I ` r..,•' c .. . i. t�l.l ESKUCHE CREATIVE GROUP -JONES RESIDENCE - 1/8"=1'-0" - 29 September 2005 �„ � :,:� ��„ i.� „ , , ,,,,;,; ;�;�r,�, iL .. . .�. ,. J:.ii .. ... r: °;rc: � .r^ ^c�;e. Fi`�;+ �. :�5'i^•C'r,._i•u i ?� .r „;,..��� �..�.Oci i�i t ;,[�?Vi8':Y. h'.LL:'1 H!o PI.AN S�i OfJ 31TE RT ALL TIM@S --� - - - - - -i .�, I-�� - - - �� ' I I �; I I I j; i I i � � h I / � � I .y i 1 I I �; il� , - - - - - I : � I - - - - - - �; I ' Ii �- - - - � I II,, !� i I � �. � r � , � � 'I�: I� � �� ' ' I � ! , , = c � � � � � � � ' �: ',� � - - �I --------, � � �� � _ �� - - - - - - - - -- - -- �� �� � � ��� , ! � : � � � � i �� ) �� ! � I'I , � '�; , !I I,� , �i I _ �'I'�� ��� i I , j '.i, � � � '� � �, � '�=1��, , � � ,�,,, _ - � i � � � I� i I �, - -� � � � i ,� I , � I � i i _� � I ',I , ' � I � , � �I , � � ' - � i I '� ,I � , I� _ � ' � I � I � �-+,�; � � I � 'I � � I ' 'I ' ', I. i 1 � , I � � � � � I ' .,� � \ � I � � � i '' I �� ' '''I; I � � , i I � � i a- - _, � � / � - 'i - � - - - - - - r - - - - II i -I- -----'y`. � i � I i: I i �: i ' I i k. I , I i �: i � I� I iE: � . i - - - - - i if�: � � �� I II k I I f: I� y`-r - - - - - - - - - - � f � I � I I __-7, j �I Ij � i i j� I I i I �� � �I � i � �j � i I I I I� � i I � I �j I i � I I I '� � i I � �� � i j �I � 1� i li � I� �� I i � I� � � I �I i � T _I r— — � — — ��— — — — {—: • i —�� i �i � �; I � i i. �i ; !i � � i r ' i ii � � , � i ----�-----••---------�-- --�i; � � � I �i; _ I I — — — 1 � — — — — .�i_ � -------------------------- -i — — i � i; i i ij'; � i � i . i'� i � �� i ' I . ^"""""' "� y ___'_' i � —.� 1 I I . I , i � � + i'�""""'^"' - ___ :ccf i \\\ :� I I I � � i I I I i I I I I � \ � I i I I I � � � � i I I I � t; I ! I i I I I � I il I I I � �, � ', I ; I 1 I � _ — _ _ _ ! � _ I ! I _' __ I ���I f � � I � � 1 I I�_ _ I �F � i T W I I I � �� �I I � i 1 I I � I I ._. ..,,,..,_.. ......... ..... ............ .............. . . � � ; i .........._�...._.. :.... ................ .. � ......�. I ...,...,..,...... „,..,,....,...,. �,.I t._.,.....�I.. ................ I i . \ I I ' I 1 ,I � i i � � , r----' � ;. , , , , , ,----;- - =-- -- - ---�� i � ' — - �- ' � , , , i � � ''rR�`' ---- ' � � � -------- - �--r---- --------i� • --i---- -�-�---��------ 1; � � 9 � � I � i i � � i i I � i i � - - - - - - - - - - - - - - - - - - - i�._ — — — s -a i — � � — i , i i � � i i \' ' i I i i� I � ' ,, ` � ; i , , --- � I .>�.. ,.�'_""_T_ '..___ ________`_".' �� .. h , - -- ---- ----r _ � , , ;; � � , „ , � . . , - � '-------- --- y . ""�' � I 1 j I � ' I I I i I I � I I i I ! I il 1 � I I �, � I I il I � I I � , I 'II I � I I � � I i I I � I i I i 1 I I i li . ; I i I ;. I ....1..........................._.........�...I ; � � i I � I I � �� � :1 ' �_";_'_ '_"""' i ` ""'__""'_""'' i� ' --_� 1 i : 11 '___'_"� i r� ; � � � �� i � � � �� � � �� i � �� i � �� i � . , _.... .. . i. ___.__ . _��.. � � i � ii � � i � i n � - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � � � �i I j � II \� ! � � � � I i \ i ii � I ii � i i � i ii � � i � ii � � - - I � ��� I I ------- � J I I I I � � ► • Page 1 of 2 Melanie Curtis From: Jensen, Matthew D [mattjensen@bonestroo.com] Sent: Thursday, June 29, 2006 9:10 AM To: Melanie Curtis Cc: Kellogg, Tom P Subject: RE: 2545 North Shore Drive Retaining Wall -Review for Code Compliance Hi Melanie, I spoke with]erry King, the engineer of record, yesterday. I also received a copy of the fax with the certification. The certification addresses my original Items 1 &2. Item 3 is not required per IBC Section 1804, specifically Table 1804.2. Please have the Building Inspector verify the soils meet IBC Section 1804 once the wall is excavated. If there are any questions, please give me a call. Thanks, Matt Matthew D.Jensen, P.E. Bonestroo Rosene Anderlik&Associates,Inc. 2335 West Highway 36 St.Paul,MN 55113 Phone: (651)604-4835 Fax: (651)636-1311 Cell: (651)775-5639 From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Wednesday, June 28, 2006 2:09 PM To: ]ensen, Matthew D Subject: RE: 2545 North Shore Drive Retaining Wall - Review for Code Compliance Hi Matt—I assume by now the engineer has called you regarding these plans. He faxed me something with a signature on it... did you receive this too? Also will you please update me as to whether or not his questions about the geotechnical engineering met your specifications...? Thanks, Melanie -----O�iginal Message----- From: Jensen, Matthew D [mailto:mattjensen@bonestroo.com] Sent: Monday, June 26, 2006 6:01 PM To: Melanie Curtis Cc: Kellogg,Tom P Subject: 2545 North Shore Drive Retaining Wall - Review for Code Compliance Melanie, I have reviewed the permit application for the above referenced address to construct a retaining wall on the property. Using the International Building Code (2000), the submittal should contain the following revisions or additional information: 1. The submittal should provide construction plans showing plans, elevations, sections, details, and specifications signed by a registered professional engineer. 2. The wall design needs to be signed by a registered professional engineer. 3. The soil bearing capacity is assumed. This assumption should be verified by a geotechnical engineer. 6/29/2006 � , Page 2 of 2 Please call if you have any questions. Thanks, Matt Matthew D.Jensen, P.E. Bonestroo Rosene Anderlik&Associates,Inc. 2335 West Highway 36 St.Paul,MN 55113 Phone: (651)604-4835 Fax: (651)636-1311 Cell: (651)775-5639 6/29/2006 MAY-�0-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.002�012 ������� � 5��7/0� �l OA�� lC.'�/,D�II/C� G��'Il/G� 5�� ��� ��� ��� tLL ��� 39� ��� 4i � . � R � � � i � I��u., �15� C���' e�/b-2v' A �� �� ,. ��� � .. MAY-20-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.003�012 , . . , G�� \.J � �G�LD�� �L�'G�, ��+,G7�/dM � To (� ��� `t� ___.� ���.� r �JJJA, y` r ` p�y � a�� �?� i " ?��`1 '�K�4 °'� ��N � ��N,7G�� /"�./ �b 1 I � �' �Cl��...� `_ � y l.. '� � �:��0� A , �S �DJ�Cc.�, FiZ�6� ��AA lN lb.i�, � �f5p/o 'f �G61Z+EsC�s�T� VbIDS: �' / C-�Wr Cx f? CyD�i 1 � � ` � ` �w� �p, '�� J � l•a WM...�., �� � �, ���% O�Y�a.� � � u �C-�W,C�p, �l�v� SP) � 4 �Q �Jt�c,b�4a-yc yl.. �d, •SC�t-�Tc, . C�R.�1 o14c,�C�.R�, : � ��'� a � � �,(��1�.. S�c.-��o o� � �4� �-�' ��S u.vi�- �v��. /�2o jx��t,Tic�s ������"d'�" /20��F � �/Z!c'�l.Aw A�L�L� �=3oa k�rt��ZG'.S��s, �6° �iroy'G,ura�� /G�"�e�C.c.��;, . NCNIq (���7), ' i�v N/,�� ��s�������c � ,P�f,���� cu��, zs�o�p.. �/�,�viv�l� C�rvc�,[�� /�IH�/,�r �SS o��r/o� MAY-?0-2006 11:26 FROM:J R KING EN� 9529440588 T0:7634777104 P.004�012 , . ��. ,�i�lC �/��/d� � � ��,Dae (.C�q-��, �r���✓ �S, ��� ��� ;;; r ��w r WWL � � yf �iri -�~ � i�_ �_r l , y � a��� - � �•' � .'.`. .� � l2" I� ��n��� € � -� �`�. � � �J�d-. �` �-�. �.� `�'1�lF�l.-L �G G�G/?G��: �. 7� - -5c� �P,�F�1 INi6F6� ���'� � �,c�P,�Gv,SP} � _ _ ) �' y � � �LSC�k�E 6 �-�"C'r't'o DP-A�,Y�AcC-� WA�. �t�'l�oJ �� a2�cs5s �../ MAY-?0-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.005�012 ' I �. . /J l; �J �Oi°� ��'3 �' �GGMM f},Q 7'"'f},$(,�C ''�� ��w �rr kW� '�� I J�AI�T f �7� y�°Y r,���/,�/� /V�`/ ~ �AJF � y ���/rG7 V(/6�r/cc�V�/�� �0���(� � � � �� ��� ��q / � � � � `� 'Z, � "3.� � �-L z-� �.6Z Z ,�f 3,� �� �=a l�C� J,�+Z �.vv �,�� f 1 �I <<� �:p . Z,� �.Z �.o �/ � � (.�C6��'T60/t/.� �� fVlf�7� �d ,VE�C�iW9i/v� �� � i �//1�/N7Gl�! ��' GU��T�1 �� �Sr•9��E3�6rtY, � � � �Gor�G � ,.GC�-. G �'�7 rlZ ,�F; NC/��,� ! � � i � J ` I , MAY-20-2006 11:26 FROM:J R KING EN6 9529440588 T0:7634777104 P.006�012 � � /� u ,��G,�T g�o �� �,��c - ��� �`� � r � � � � l�s l�,-�� ��`� s iW' � rtt � ��O (�,33$��G�L �p} Coo °,s (p3q Y ��� xA� � M x. d � .�� c�Goi�/l� 4 C � T ■' I � / +� X 3 _ � ��r�� �/w = l,�w ���° ��a . � G�iv� �-��x � X i�v = �9�0�` ,�,�, � zq�o (,�7�> ��� = I�/q '� . �, � � ��9 ; /��`�' >� � o,,�, �39�i ���e 7u�i�v� --- /�la � �3 q�.x 2.r�� � l,705 �� �C s /,�x Pana"I� +� �x22�/x z,z��! 1.39'3 ; l2+ � ; �,F' - �.3�3 k z9�&o� 2,�o ��'7a�r �� 2�3,7��-?��-���� I v �_ ��».�a �,V� / P�� 5,r 3 3 � �� �g' 2�����`/y� 3.��q�°� MAY-�9-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.007�012 ����T!d� . � �'�� �o=c7 �-:= �� � ��� �} ��� ��F ,�Y lZo K 6 � G°a� (o�,_w� rry, �a� 2,, ���� '� l�t� , 33� ��Z�'o��� �� ';T ' . ��� � � � � � �uoi�/6 � /!�k 2=cd � ���� � �/w - G�J�c -�..�o� � �rv = � k CoX�� �/,p�� "9'� Y �(�x(,�7`"l tf���� �Z �.F � ��z�, �.�z � ���� l'�o�'3��k C�/3� rT zo ��' j<= �x/sx,�S � 3� ,��3_ j,o2 ' Cq��� �x,� �C�gOkf.L72 _ �r�i�' �n �o/G�_o� _ �� l�D��.C�Z� r?Zc�� l,� � �� �3� �(2,�-��a�- 2./ � �_ lb�o� � ��. _�,.� �$- ����rl�`�`�- Z� 22 s.,c� 2�zz�,x �� MAY-?0-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.008�01z �.' I I . -T,�,fClr�� �J _ . I ���� �� �� � � � ��� �= i2o �A �_ ����,-�) ��� 2 �;�, �p in '� /� ���3�� �D� ��OQ-U, '^�� � � ��� 74� � r+ �i0//Ua � � � r�rr !'o k�'� � N E �� _ �Jw ��p� u� � kJw� /�zs x � xiyo� '700 ,�sc� = Ioo X C�'i�� (,�,�� 2�3 �.�� 2���� �,�z DU�rT�� Mb� !(OX y�3= �/� �"` )c� -�r/k.�t .�x.5"h ,rG _ , �33 ��� 5.F = ,1�33x?oo � F �,o� 2/3 �r�-�3r,��n�C.. c�.- '�oo x.�� •r-��3 � .437 y�, �j `` yyi���f 700 ! � "�(/�7'��/�//� Ill� +��: ,� r 11J62�s�, / i,,,��� `I - . /�� � �� �xl.l3r L/!q/o� ��` �� � MAY-�0-2006 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.009�012 ���t�'J/C�6r �' {�<<s�T 2�a ys L,��.r,� �-o,G� ��� �= ZO (2� �,s p ��� S l �- ) � +/+!N LdC tt` � �O � 5� •N :�� Tr�y !x/ � � . �L��o��vG .� -- � �S/�"�A� �(�i ' 2��kl��= ��� �a,II � C 5�.�)��� R'�� � ��F� 9� F 2,� � C'��tu,�� l+/o� �ax 2��_ �r "� 5,1� � z Snk,s $ �,� 2�, . c�,yG a�� 0.�.= f�� �2 _ , �o ��v � ' Z�f+�r7'�' �� �= 2�vr 3� �r'�!'. ,� �= .�', kJ��� l, C�74 � � C�75 � ,-"� � � � � � 3so MAY,�O-2066 11:26 FROM:J R KING ENG 9529440588 T0:7634777104 P.010�012 Sc�menta,l Retainin Wa�l Com onents 4). ��� TAI3LF 3-z ENGINE.F.RING PRUp'FR'I'IES OF SOILS[Ref.17,31.] US�;y Sha�ringStCenfith CoLql�billty WorkahlGty�a Typi��l Names (:�v��p 1'crmeahility whcn whcn GOmPv�ted wh�°��nPacled u C�knction of Sni1 Ct��ps Symbuis �'ompACtcd nqd Salu�tcd u�u1 Safutatcd �.,Matcriid �� W�11-�rnJeci�,ruvels,F.*�vel�sand ii iblC cxcr.11cnt tuixhices,l�lfic or uu fncs GW �xmu0s CXCCIICIIL nCg�K � Ponrly gr�Aeel�'avcls,�';+vel-sand CiY ���Y P�'�ioux FcwJ iiegligible 8o�d ip;xturo�,linlo or no fines S�lry gravr.l�.�orly gr.+ded grnvel- �amipetivionc uud ncgligiblC go�xl snnJ-silt r�uxltitCs CM to irnpervious F; � C1�YnY grnvcls,pu��rly b7:��cd�iVcl- vr. low gooJ � �3nd-c;l:�y mixtuCeTa C.0 i�nperviolta suoA m f�ur �Y � Wi:li-�ruJed ssnds,gr�velly sande. �W �yious cxcr.11cnt ��cgligible r.xi:clicn� ►itllc�r nu Oncx � Yvurly FraJr.J sands.gr�vclly 89nds. �� �rvioua p,�oJ very Inw fuir ) blAa or nu f�x:s � Silty xunde,pourly g.cuded spnd-sill �emipervioti�a to mixtures SM i�uperviuw gwxl Irnv f.ur Clayey Ranils,��rly eradccl sh�d- c.lay mixturrs tiC imperviuus guud to fuir luw P•�� � Inorganic silts.wil very filx snnd8, rcxk Ri�nr,silly iyr claycV tinc gandc willi aliFht pl�sticity ML ecmipervinus w ��n�x.rviuuS f�ir mccliwu (air Itt��rqunic Clzys ol low to rncdium plastidty.�vclly cl�ys,sunJy t'�r ��ig�iinm gund tu L'�i� � clays.silty clays,tcun Clays Cl_ uupCrvious !; � � ` rrtlrl�C.;'� f' �'RQS1'SUSC��'T11�TJ..i1'Y OF SOiLS [Refs. S9,6U] � I � ', rROST H�AVE PO'I'ENTiAi� SOIL(:HARAC'i'ERiSTICS �� M:L, SM,SP-SM, SP> 15%u F.ines � Hi�}� CL with Pic12, OL ! + GM, C�C,SP,�L vS�5��,'�W�15�n Fine Modcr�te GW,G.P,GC, SW�15�'o Fines � LoW CH,M�kI, OH ; �j.� NOTF: MH,CH, UH,OL, and Pe1t.Sc�il Ty�es not�'e�ommended for SRW construcxit�n. �.J I ' i � i � MAY,20-2006 11:27 FROM:J R KING EN� 9529440588 T0:7634777104 P.011�012 Ccynventional Se�n�encal Rctaining Wall Desi�,n 77 �-� � ��(a,e9J �yc iyq �y�, Nq/N� ton� p 5.14 t.00 0.00 U.20 0.04 1 5.38 1.09 0.07 0•20 0.02 2 5.63 1_20 0.15 0.21 0.03 3 5.90 1.31 0.24 b.22 0-OS 4 6.19 1.43 0-34 Q-23 0.07 5 6.49 1.57 0.45 0.24 0.09 6 8.8t 1.72 0.57 Q.25 0.11 7 7.16 1.BS 0.7t 0.28 0.12 8 7.53 2.08 0.86 0.27 U.14 g 7.92 2_25 1.03 0.28 0.1 fi �o a.3s z.4� �.2z o.ao o.�e 11 9.80 2.71 1.44 0.31 0.19 12 9.28 2.97 1.69 0,32 0.21 1S 9.$1 3.26 1_97 0.33 0.23 14 10.37 3.59 2.29 0.35 0.25 15 10.98 3,94 2,65 0.36 0_27 16 11.63' 4.34 3.p6 0.37 0-29 17 12.34 4_77 3.53 0.39 0.31 18 13.10 5.26 4.07 0.40 0_32 19 13.93 $,80 4.58 0.42 0.34 20 14.83 6,40 5.39 o.�F3 0.36 I 21 t 5.82 7,07 6.20 0.45 0.38 22 i 6.88 7,82 7.13 �.46 0-40 23 1 B.pS 8.66 8.2D 0.48 0.42 24 19.32 9,60 9.44 0.50 0.45 25 20.72 10.6fi 10-88 0.51 0.47 � 26 22.25 11.85 12.54 0•53 0.49 27 23.94 13.20 14.47 0.55 0.51 28 25.8a 14.72 18.�2 0.57 0.53 29 27.86 16.44 19.34 0.59 0.55 30 30.14 18.40 22.40 0.6 t 0.58 31 32.67 2Q.6� 25.99 0.63 0.6U 32 35.49 23.58 30.22 0.65 0_62 33 38.64 25.09 35.19 O.B$ 0.85 34 42.16 29.44 4l.O6 0.7Q 0.67 35 46.12 33.30 48.0� 0.72 U.�O 36 50.59 37.75 56.31 0.75 0.73 37 55-�3 42.92 66.19 0.77 0.75 38 61.35 48.93 78.03 0.80 0.78 39 67.87 55.96 92.25 0.82 0.81 40 75.31 64.20 109.41 0.$5 0.84 41 83.86 73.90 130.22 a.ea 0'.87 42 93.71 85.38 155.55 0.91 0.90 43 105.11 99-02 186.54 b.94 0.93 44 118,37 115.31 224,64 0.97 0.97 45 133.86 134.89 271.76 1.O1 . 1_00 46 152.10 158.51 330.35 1,04 t.p4 47 173.94 187_21 403.67 1.08 1.07 48 199.26 222.31 496_O1 1.12 1.11 49 229.93 265.51 613.16 1.15 1.15 � 50 266,B9 319.07 762.89 1.20 1.19 ( f USE �,, 'fHC FHI ANGI..E �qR �OUNDATION SOiLS � � I � FIGURE 4-5: BEARING CAPACI'fY FAC7QRS I � (A�"T�R Vesic, Ref.13) I . . . . MflY-��-2006 11:27 FROM:J R KING ENG 9529440588 T0:7634777104 P.012�012 �� 6� , , Design Manu�l:for Scgmenk�,l Retaining Walls � - Section 4.3 N1YIVIMLJIV�FACTnRS OI'SAFETY FOR�TAI3ILITY ANALYSES Selcction of appropriate factors c�f safety should he based on r.he ceirtainry with which desi�n parameters and the conseyuenc;es of failure are.known. '1'ablc 4-I lists the reconuticnded minimUm s�fety factors f�r b�ravity SRWs. It►cluded in thcsc re;commendcd rr�inimutns :tt'o l'ypic�l levcls �f uncertainty in wall gec>mel.ry aald impc�sed loadings. TARL,F 4-1 }.2ecommended E1�inimum Factors of Sxfety for llesygn of ConventiUaal SRWs � rs Fs�ilt�re Moile.s Basc Sliding I'S„ 1.5 Ovem�rning FS 1.S -Bearirrg Cap�tcity F4S« 2.0 I.�ternal She��r Cap�city FS�` Y.5 . Global Stability TSRf 1.3 - 1.5 � Section 4.4 SFCML+"NTAL LJNI'1'PRnPi+a�T1E�,S Dimensions and mec-hanical properties of su�n,ental units must be escablishcd prior to dcsi�,*n. These par�trneteis arc: f�p = SRW unit hei�ht(ft) 1`Y,�= SRW unit cap(a>Pii�g)htight(�k) Wn = ���ll(Il�WI(�t�]��� r„ � wei�ht of se;gment��l un'tl�er utlit vuluiiie �s pl�tced (i1�cl�iides stone fill if appIicable) �n � Csy = clist�nce to center of gravity uf tu�rii.�nt�l SRW uni[, includ.ing draina�e fill, � m�as�u•ed trom che fr�nt fi�ce�f tt�e unic(ft) ua = w�ll ba�ter du�to segniental un,it setback pe.r c.ourse(deg) p, = iiit�rface.friction coeifieient for b3se segmental unit sl.iding on heac•iii�sc>ils a�, � a�parent ix�iuimiym shea.t'c�tp�c;ity bctwc;en tiegmcntal ui�its(lb/fk) �, = ap��rent;�,ngle of friction becween sc�rnenral units(deg) d„ � se;t�ack per cuurse F.lu (yn.) `i � . � � 1 ,r � � I � • (�/��%%� � ! � � ..-.+ ` �.��J�%� i �.� I ` i i i ; � ` � ---.�. ,_..� � � � � •�-_ , i � , � �- � i �j � i � � � � � � D � � .� � �` c� � ` � � , � � �� � � i � i� ar�.1� Q.� .L��1 �' I� I i c�1�..-� � � , , �� ��z;� ��-,�.�� I�'v . � � t�� ; ��� � � ,Z � v , ��In y� f .`,_ y,�;`c,� -�.� ' ✓ I`' � '� � { _ �-� � c� �-- 1.�� �� � tX� � DR���- ��� M� NOR -7 .7"H SN�RE � }o, o f O�i E' �7/•�O EDGE 61T ROAO S ;5 g 3 0 'i L V " � � ._.�._--.�....-_._--.._...__„ �\ � � ( / ��.- .' --_ _ O . ___------__ ._--- � 1 �_ _�� _ - _--�:-_�_ �} � __�.. __-._ - - ` - ' _ ` _ _ _ _ _ _ _; \ I � �: � ` ���� _ __ - _-_�� _ _ - - - - ._r1___... _�-� ��W ��_-� � �7:5 �> r:�''` 7.5I �� d- _- -` � �. 1� �I ro� � � 0 30 60 90 i� 'bo � J iI + i� v�, � � 'SCaLE IN FEET � ��I �� Q� ► �I ��, � �- � �zy = EXISTING SP07 ELEVA710N. ,�o ��I �i-i- o- d' HARDCOVER � �9 � ' �' �� z � � X(998.0) = PROPOSED SPOT ELEVATION % � � ��� �� o� DRAINAGE �I � "'�� C° w °� 2 5 0+ (-�-E S M T&R D) i ._,.-��'�� = D I R E C T I O N 5 U R�A C� / � � I 2750USF/0.63AC pROPOSED ELEVATIONS ' �i X30%= 8250 SF HC � �/ o 0 GARAGE FLOOR=941.9 ,��� � (� DRIVE - 180 SF(0.6�) � TOP OF FOUNDATION =942.2 / � � � LOWEST FLOOR=932.5 / + � N�I �1 Q / i � (REV. 9/30/05) � � � zi� � V J 75-250 � �/ � ��� � � � � A P P R O X. 9 0 0 Y D S F I L L R E Q U I R E D x o� 2 6 9 1 5 S F/0.6 A C(-1/2 E S M T) 1 � N � W Q X25�=6729 SF HC O N �� �V E N C HY M A R K ' � fi .\26 . , � w ��) � � Q Q O � ��h 1 � � H O U S E = 3 8 3 o S F(1 4.2�} o i T R S A N M H � �,o� � ���, � � �,. � O PORCHDK = 400 SF �t- ► ELEV = 931. 1 - - �` � �}°' � w�� � ` �1 � W A L K = 5 0 S F(6/1 5/0 6 � � � � � C O N C P D S = 4 0 S F -. � 2 5 0 S E T B A C K ��-° �/ �"'Q� ,� �� Q I� x Q � �L J -� -------- - �------ DRtVE = 2210 SF(6/15/06 �- ���- -� ' � w�� � � � (� � RET WALL = 90 SF(6/15/06 � ; P�o�-�' f f��Qp�. � \ Q�I : �,Lj � 0 CRTD WALL= 55 SF o .-� � t o C�,j Q., � !-� TOTAL = 6690 SF(24.8%) � P`' � � �' � '''' � � (� (f�E�'. G/15/OG) I '4��'` u 0 � "'�� 'a ' � � 0 � �Q `� �� �ry 3 rn �� � I p ` e.. ` O ADDRESS � I �,�G �� �,� �` .��- 3�4- � `I� � i � � `� 2545 NORTH SHORE DR � � � ' / ����� � �' � a PID# 09--117--23-41--0003 � � �� � o I � � 3 ,� '� LF � �'I� \ I t� � o (v ,� � l r,� azWo � I� �/ 3� � �.��o, p � i I�v! Qa��n DESCRIPT'14N: � �o �k \� ��„ � � "� �� � r 3� � PT OF SEC. 9, T.117, R.23 0./ � cn � � � X �I I � W ►- W s o LYING SEL OF NWLY 50 FT � � � ��� �t, 3 � o� � �� „��•�� � a '��qF m FROM A PT IN CL 437.41 �EET � o- J-� y�P .. - -._ � -�-���- --- -- _ �N �. g SELY FROM LINE G(7V7 L.OT 5 �"' �� 1 � �'� . M`�' '� � �932�i. �J ` � J o �W� ,.� __. HENNEPIN COU �Y, MN. � I `O 6�� '�Y � � � • �� �7.5I � � <�"� W � ��� � � � i7.5\ � � ���o � SURVEY IS SUBJECT TO'�-� � C�- � � � � I N ��;H CHANGE PER TITLE OR �- - ' �Z.��"� -�.°� �q� � � �`�'oa o � � � 30.4 � C? d W�a� EASEMEN7 INFORMATION ��.5 34.7�? �o• �� _ x � �N � F W� � �� G - ��'�, 24 ! °� O 2.5(v. �r .-.. ,;: � � � � ''�`� � �'��GF, r`i o C�o a? �O � rn o � Q-o �' � � � < � '���<� � F.�P,�P � 3, � � fM?•F�Q.�� N �•.•' Q�� d' ��N � N p►'7j C� a o � _.m=� � rn O '. a, �i' y �� O � G � ��;��g� ; 9.23 1 A Q' ,�N . 1.0� 7.2 ,��� \ � - - i t ' .�°'� N � W A�'K � �,r� � � � r7 �. �, 20.0 N. � ' � � � �n � I � ��,ti `;.'`' 2.a 45.0 TFE=941.2 �� � I °'�' ��N� � ��'� PROPOSEQ s.o � �' � Q� ; , � � o�t7 � W � I ' F �'p� 9 �, _.� � kj � � � r HOV�1... ��"",1 � �` s �,�� A tio�"' " N o LFE=932.5,-��+�� i `�34 � �-._.-�---� ,�a• �' � � � �' 10.0 16.44 �i12� 46A :8 Q 0° �_30.�.�� � M � �s 41.9� � �.-- r 14.66 ?� -.� '� � _� -- � �`„ _ ..,_ G G } - 41.7f � - - z M G1�-o �$. v`�'' � � �..� ��"-- ��� �\�� _ ..___.� .w Zg.3 . � i.5�8.5 h f;% .•s ,:'r �'� �`---_.______ ��� Jc�� � ' '� �,`I-��'�`' t �-,�:-��s � . t• 1' r� �� _ _ _ <c. �O -, a ' ..�.. � -���� �' ��� i �,�'`� S L ���..••.•� -� �B�-�. _- _ _�-'=- � ����.��.�� CK / o�c I � ���.,� �o� �,�� �^�� �. ��-I n ,;/� , � 1 �. ��, f �� �! I,/ �- �' a I ,,�; /�' � � � ei'I �C / 0.7 E`/ O`` p� �i � O h �� � ` ' , � � � �ry / ' '� �,y�, .. r�'�J� - CK / / I � g42 �' �_._ ,,� fll--_� pJ F�lOUSE� SETBA � � r �to� � .� � �-� _.---'_-.-_------�-___--- ^ ��'^ � l_ __.----- ��,''� �l I ��ry� ,��� ^� ! �� '`°j� � �a� Z� � j/ I ^ ry I '` � '°' I .}°'"'� � a' l �� r`�. � � � I % ,y^�• ��,'�� � � I. � I � Z�` � ,�� � ,,,, ----�----__---- � . � . . � '�3 � � �' i ,--�� '�� �� - � --.r. 48 � l�y� 4�°�5' �7�. �� o ' __ � � � ry� ~` �-- - ` w � �"" L � ' � - ~-�- �..,�` 't' o,• ( w 932 -�°j� � �'-~�.. -_.`____ =- � _ __ _.. � .__ .. _.- _ ____-_ --' g. _�.__._�_. --_� -� � _ , -- -___-----..___..� l� '` _ ... . - •_�_..._ --._.. .._ �__.._ --'_ .� . �� ry � � � ry � „_ • � _ � � ---�'-' �L.. -___.--_ 1--.___.__.w�--p-_��q�.�---:; . ...�::-�.�_-__~� _..__ - - - - _.._._-._.. > _.._ _.. ....�. .._.. � ��� + � �_..___.__._._.,_ - , - .�__ __.__ _ _ . SHORELINE 6/18/05 � OHW 929.4 "" .�.. _.,,_ -„ � J� -'----,�'�-__._�,___- __._..___.______--- _.__-----.--.--_.__�- --- -.._ �-.:::. -�;::.. 929.8 LAKE MINNE�T�NKA �� � - - ` ���`��`���_=- g .� �� � >> � � �,b��= ;�' � - �- ' . � � \ - \ � , � � ��� \ � o ��r�� 2�h � � (.9 ----�� c�+J ��� � ��y���r 5 , � --�-, ��� � � t , ) �� ��� �, I �\ . � , \� �`� � � u��w 2 � �3 �"t. ` � 1 . �� � �T����� � l�v�T ��- � �_ �. �� �� � � . � . \- f �". � , ` � , � , l �� `�l-� � Mc� . ���. �I�k�� "�/ /' -�(� y��v r -�t ' ���-' / � . , �, , � � . % -� �"� s ��� � i . G�'�:-� �•� o y `� o ���.� - _ � � �� s �,,�� .c—��-� ��� �-� x . � � � � � � z ; � �;� � �` / ��, ���t�c� ��'�1n� V,j�� �. `�' � �,� /' ' / ~�-� � : , ���� �� � � . � .. .. � ��� �J cn��� - ��,� �� o� ., ,�� I �� / -.. ✓/ �..\ � �`-�--`�' ,i � � `t.,, ' ' � ,/ -� � � �' , �x ;� 1 I �./'`'-�� ` , � , � � , � �\/" . � . , � , �� • � O 9 � , � - _ � N � l - � � ^ �.... � � �- � . - n � .--�. � � � � � `.�. ��.. � , _ � � � � � , � � � �' f� . , � � � �� � � � � � , � � ���� �= s���r-.�: - �P ��.�� 1� ���ll� � ���;� = ----_- -!-__----_«_ -�---.. . � _ �,� NOR Tf-� SHORE ��Rl VE }��� - }� E � 77. 70 EDGE BIT ROAD ---- S 58°29' 30" o � � ^�} I ___------ � n� I � �` �'� _._---- --- - /' � 7 -�(n W I 7. � ` 7.5 .��' .�r a�� �- � 0 30 60 g� b o� � � , �,o V U g� �SCALE IN FEET � �z �o i h � �� ¢ ' I�IARDCOVER �.99�'� = EXISTING SPOT ELEVATION. �� � ���� � X(998.0) = PROPOSED SPOT ELEVATION � r��w N 250-I- (-ESMT&RD) � /� = DIRECTION SURFACE DRAINAGE � � �w a�i 27500SF/0.63AC � X30�= 8250 SI= HC I PROPOSED ELEVATIONS � � DRIVE = 180 SF(0.6�) GARAGE FLOOR=941.9 � � � � TOP OF FOUNDATION =�a41.2 00 � �LOWEST FLOOR=932.5 �, � � 75-250 • APPROX. � � � v J 269r 5SF/0.6AC�-"I/2ESMT� - I VERIFY 00 YDS FILL REQUIRED U� � � � m X2��=6729 SF HC U o N � � � o � � W BENCI-IMARK / � � 26 � � � C� � O HOUSE = 3830 SF( 14.2�) � � TR SAN MH �a- � POR C H D I�< = q-0 0 S F d' E L E V = 9 3 1. 1 ~ � � � � � O -� � }� � � � � � � � WALI< = 36 SF � 2 5 0 S E T B A C K ��.° �,^��� N °' � � C O N C PDS = 36 Sr I ,� ,,���. / w � J � � DRIVE = 2330 SF �,�,� �, � W � � RET WAI_L = 65 SF W PS° °' NOO� ��- -, � O TOTAL = 6720 SF(24.9�) ; � P�jO a �� .-�: p � � � � O A I �1�'C�'�c g �' � �' '� ,�i > � O � J � IADDRLSS '"� c,ti o c� N 3'O� o � > � 2545 NORT�I SHORE DR � � - �'� `� "� O _ __� I �j i�;�-u. r�1 C.a- 1 -�� n Z -V l�G J R % �' - .^• • S�S�� -� . t � i p � r, -�_,-q.j o ;j�.__ � �' � )`� � �W N /I � ^ :L�" rn�n � W o� DESCRIPTION: " i� 3O� '��L� :` N . (� �g;� IPT OF �EC. 9, T.1 I', R.23 Z � � �'? � °� 9 t�,�o � rn � 3��� LYING SCL'Y OF NWLY 50 FT a a � o �- a x � y ; W>g� o I (-ROM A PT IN CL 437.41 FEET "� � � �` � �b� � � � ���' m a p '�a�� � SELY FROM LINE GOVT LOT 5 �''� � Q'��; <v� �' o ^N�~ � D� S� � J v 932 Q' w a z I-IENNEPIN COU Y,' MN. I �� �� .� a �`��c�, � oo � �W�'� ,; SURVEY IS SUBJECT TO '� � � 0�6 ` �,�"� � 5 7.5 `�� � Fg�Q � •CHANGE PER TITLE OR } -=-_- �- � r��� � EASEMENT INFORMATION 34.7 +� Jj' � � cb ' N � ��oa � 16. QQ� \ 30.4 N o W w�a� a �\�.�\G� � 0 24 GC� � � �O ^ 0 22.5C� � ^ ,�. �� ' � o }oa� " P m _«- � GP� �� '� M P.�P �� 4�� p r�i N �� �..Nj � a W ��a'Q" �` v ,.� � G N Q�Q1�10 •c!- C�� Q'�' N � a � �m�5 � ��,� 9.23 1.0 ry °�' 1.0� 7.2 �ti � � 0� n1 O � �. O o� ok ,�i 20.0 ni ^ -'c P � �� rn"'� �� � 2.0� 45.o'TFE=941.2 �,`�i � �� � ��'� PROPOSED 6� x QQ � � � �° } HOUSE ""' ° "� � ~� n'��'� " N o LFE=932.5 �n � c.� 0 4 µ ,���' •� k 4�� �` "��' 10.0 16.44� �i 46.0 °D 14.66 �30. ,���' �\�G - i.�- o �M � 12.0 0 ��8.0 �- -� - - a .'����5� . ,� 29.3 4 i.s� as.5 o R-8 ,�°j�' � �, , '���G <, ,�O ,��. ���O�c�F' ,�� ,�� . SIL � � �°j °'o� o� CK ��,� � v � �r I `��' �� a"' - - _ �k ^�c Q- �I •.V k 4� � � � y.ry. a�. 0 h ^ p�' o� O �"'�,. �. ---� ` � �- � °`�,. � I �. ,�� _ _ _-- -- ADJ HOUSE SETBACK I 42 � a O1 �. � - - l� 1 g,,� �,� � � °'� � � �- �, �.- Z � � � � � �� � � �, �"'� ��� } � ^ ry I r, }� }� I I z% I o' � . v I � �`�`�48 �' �` o�"' ¢ �,�'S• „ z o -� � I U O' I �� � w �, � �� �. `��' � � 932 -+�-°j ��• -�, ' o`5.,, , ry � �'�, �,{ �''S!��: o� -: , u'-:'::.� �Y `��'� �. SHORELINE 6/1 g/p5 OHW 92g 4 �29.� L A l�E MlN/UE�TDn ._ / V�� ��4� �s � X SfTE PLAN ._.,?c uRADING WL�� iZ�,�Pr°�il:.L��d�N Z,`� /�'..S C7 �.Ff�F;UVFO ��1��'TH f3El���f�1VS f_7 E:�I�f��'t� , V �) � � � -- �Y ---C7� _. Dr�TE. _. �-zs -��- _ -- - ---- --- -- --- _ - ----- - - - - ----- ------- - --- -- _ __ . -- --------- --____ �, }��^� . SH��E �Rll/E __ � _ �RTH `- �,� /� _--- — -=-- 177. 70 — . � ri EDGE BIT RUAD -__�-___- S 5 8°2 9� 3� , E o � � __ T I - �' -- � > "�� _--� ------- I � � ��� —� � — —�— �(n W --= 7.�J �� I 7.5 �� �� � ' /� �� LC) � ' � 0 30 60 90 �� `�' �� � - � �� �� � �-- T w , �SCA�E IN FEE �� Q ; I I �- �� � � �g�ti� = EXISTING SPOT ELEVATION. � � � 6, HARDCOVER '� � �� w �, I X(gg8.0) - PROPOSED SPOT E�EVATION � o � I °� �o w o� / - DIRECTION SURFACE DRAINAGE `V 250+ (-ESMT&RD) I �� as 27500SF/0.63AC o --- --- -- X30�= 8250 S� HC � PROPOSED E�EVATIONS o (� GARAGE ��OOR=941 .9 � � � DRIVE = 180 SF(0.6�) � TOP OF FOUNDATION =941 .2 N � � � � �OWEST F�OOR=932.5 a � v � ; z � � � 75-�'_5E) � APPROX. 900 YDS FILL RFQUIRED � � � � 26915SF/0.6AC(- 1 /2E�>M T) � (VERIFY� � o � � � � X25�=6729 SF HC � � � � � BENCHMARK � � 26 2 � � � O 0 � TR SAN MH _ o � � � O HOUSE = 3830 SF( 14.2�) � __ --- ;� z � PORCHDK = 400 SF ELEV - 931 . 1 / �� � � � � � � -��- WA�K = 36 SF � 250 SETBACK ��-� ��' � � X �1 CONC PDS = 36 S� I - � `� ��P � W � � � � � � � DRIVE = 2330 SF �o�'� _° �,00� 3- Q � � RET WALL = 65 S� � � � TOTAL = 6720 SF(24.9�) � � ��P�� � �� �, `°`� � > � (�j� I �, � S � � O �' � � � � � o � i ADDRESS � �,��'� "'� � � �, O�` � � `� 2545 NORTH SHORE DR � � ' � 934 � ,� � � PID# 09-- 1 17-23-41 -0003 � � ,��� � � '"� a � C� �� � " � /i ``� �� r,� �a�>o � � �,� N " J Na�Z � � � ���� DESCRIPTION: � o �� �,"� � '� `��z PT OF EC. 9, T. 117, R23 � � o "' � 9 � � X \ Y w w>o,� o LYING SEL OF NWLY 50 FT � � �°` �, �1° O� � � �'�� m a o ���� `° FROM A P � IN CL 437.41 FEET a � � � °� ��� G�� `� _ "' - _ o ��oQ o SELY FROM LINE GOVT LOT 5 � �`" o� � ^�� �� ��' 932 - �P o =W�`� � HENNEPIN COU Y, MN. � �,� �L��,� � � m� � 5 � CO Qow� � SURVEY IS SUBJECT TO �' I N� ��� � �� 7�5 �� � >��� � CHANGE PER TITLE OR � � F � � � � � ~��� � EASEMENT INFORMATION�6- 34�7 � � ��-�� � _ 30.4 _ � � o � w��w � .�� 24 O 22.5� �r X � �_ � � z moQ� � � � O �� 6? GJ� � � O � Q O � N � a� � '��ao a ..� �o � � �P � • Q° o ��� �- � � a � =>=z � � � _� S � �P N � �� � �,�, � N � _m�� � oC � � Q � .� 1.0� � .�p,��� r � °� �� 9.23 ,.o �; �.2 �� ����� N o � � � � � � �� � � �.o � � ,� � P ,� � �, � C 2� 45.0 TFE=94 1.2 � � S � " `� PROPOSED 6o x oe � � � � � Q � � � � � QN �° �. H���� o� � 934 ^� �^� � N o LFE=932.5 �n � c� o � v-� `''� � 41. ry� ^��' 10.0 16.44 c� 46.0 00 14.66 � 30.. � ' \ � `� � � o� 1 2.0 _ 18.0 `-— - °r—— _ — N � � � ��' �C� � R=8 � ���C� � � � 29 3 Q 5� 28.5 � �`y �\�j �GjF' '� — I � � �,O S °` SILT F �^��'� � � T B C K o ��� � �� � _ _ � �� , ) � o� �� �� k o� � °j _ -- ��o o � � � � — � �L �°"�� — — _ �� --� � SETgACK 942 �- � -- ADJ NOUSE �� � ^ r rn � a � � I I ���� � ^�^ I � � z I � ,t� `� I k }� I�� n ry � � � �,�� I I z x I }rn � � � � �- 4- `3 48 4 °`�5' „ � o i __ ,_,.�.. �? I ��,. w �, -- c� �;,b� -�1---�_ 932 }°' �� �-�-____- _ °�`�' _ - � -{__- �� iW 929.4 -- �- � /� l-�� �/Il�,!n l� jn n l%� � � --- _ _