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HomeMy WebLinkAboutRe: parking pad . j Christine Mattson From: Christine Mattson Sent: Monday, October 06, 2014 3:44 PM To: 'Robert Bean'; Lyle Oman Subject: 1421 North Arm Drive/#2013-00679 Attachments: admin@ci.orono.mn.us_20141006_153201.pdf Bob & Lyle, Dmitriy Sechko is the property owner and contractor at 1421 North Arm Drive. He came in today asking about constructing a parking pad, south of the garage. The areas in red are apparently where he has already built retaining walls. I told him the retaining wall south of the garage cannot be within 5 feet of the property line (area circled in purple). He says it has to be there to be able to construct the parking pad. Please visit with him on site to discuss his options and drainage concerns. Dmitriy can be reached at 612-490-7136. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical addressJ 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: Tuesday, November 11, 2014 1 . � , I I �lJ��l l T l CA 1 rlJ, V 1- • 1✓'V � I l/•1 I � � FOR i ,:. ``w..�` .:�i� ����� � � S,;� r�.��� X ��,y��;R �� � �l,I • DJ� CONSTRU�'TI011T _ . � n � I � �"PR�tiiCr, � I � �J � I ( ;-� ;.aa�0:'�� '�1'I''H IS;ONS I o u;�HFP� � 2��3 - �r'ocD`t� E Y .�i i � � � I i i � I G�,TE9`� �� i� ss I • I � , � I � � -TREE L/N£ 5 � � � � �, � . ,. 9 2 6k GRAPHIC SCALE IN FEET � i S 89 33'12 E 199.65 - � 9 �y 66 s-s-s-s-t-s-s-s-s-s-s s-a- -s- - --s.� 9 `��o � � o f /� i o 0 � ,�0 60 90 � � �• � 9G2.8-= , � � i DENOTES: � ���� � F �IO�MA�[.f - � .- - - . - � _ :-, , � { �8 U � IRaN MONUhtENT FWNO ��Q `�� �9 963? � yli7 IRON UQNUMENT SET d� CAPPED RLS 15233 � i /N/AlUM BU/LDNVG SETBACK UN£ � _, , - - - � � UTH ONLY SET � � �. � � ( - 962.5 ' ._ ,- 968 4 35 8w ❑ HU8 OR REROD SET � � ,. ./ 6 0� EXISTING GROUND ELEVA710NS { 959.9 - � 9/ �` 7A ( � �68 1 �',' � PROPOSED ELEVATIONS w. \ r� 35 O� � � PRaPdSED DRAINAGE ARROWS `' � � f ANC. W.4LX � � _ - -- - -- EXISTING 2 F00T GONTOUR IJNE l ) �� `�4 o PRA�'OSED q I PROPOSED 2 FOOT CONTOUR LJNE TOP(�WATER / �( "� � I � � 2&"DEAD OAK ELEV =959.6 / � —�v — — — �— cv a�i9 I � ,� � LOTS 90 � 91� 4t � � � �o - - A no ,� � i Hous�- � + ^ �u W ' HIGHIIOOD LAK�' �fINN�'!'01VKA, io ��� `�d �i o • �� � 3.5 .0- - 9� 9 4 '�970° � I HENIVF'PI.N G'�UNTY, �[INNBS4TA. �,. r- � �r� _- n � GARA� �9.5 � j 9by. � �o � � �`' � ri �i �OP05ED � � I LOT AREA � 19,975.5 St�. FT. OR 0.•46 ACRES � c.�i � �i , 963.8 / a� � �N �- DRiVEWAY ti ► a I ' �5 90 � : 2 �' � g�0�j m ONLY EASEMENTS ON RECORD PLAT ARE SNOVYN ON THIS Si1RVEY UNI.ESS �. AppIT10NAL DOCUMENTA'[ION OF OTHER EASDdENTS OF R£CORD ARE � )< 30 � I . � � 14.5 � cv I I j - 35_ - �. � I PROVID£D TO US. t r 4 � �O � � 9601� ��LL � 3 ^ 22 � � 0 70� � I NO EXGAVATION OR CQh1STRUCTION CMl BEqN UNT1L THIS 1 � -1 - -,� - � . �. � - - T. Wi4LL N ` � } 14 ASH o ta g=��,r� s�OAka �'"" • � NI� �7I.3 `�s I " PLAN IS APPROVED BY•7HE LOCAL BUN�NG INSPECTOR. � � -- LOWEST FtOOR IS SU9,FCT TO SU8-SOtL AND WATER TABLE CONDITIONS. ` �•sPx��ce: 89'34'4� W \ 2�0�� � 9 0° — �� 30'M��.c ,� SUg.ECT TO PUBUC RIpiT OF WAYS AND EASE�tENTS OF RECORD IF ANY. o � a+ � ��I °' CHAlN L/NK fF'NC£ pj I I I � �, °' i vn a � � CONTRACTOR TO DETERMINE EXACT I.00ATION AND ELEVATICIN OF � ; � 9732 972 I SEWEF2 SERVICE. l D� O THE LOWEST FLOOR ELFVATION IS SUBJECT TO THE ACTUAL DEPTH (� � a►�O � 0 EXISTING ( �' � ANO ELFVATtON OF THE SEWER S'ERVIC�. �"7 I Pla�ning&Zoning�{8�1� HOUSE � ( NOTE PRIOR TO ANY EXCAVATION, EXCAY/1T�t MUST C011PARE SURVEY � WIT}{ HQUSE PLAN IMTH BUILDER TO VERfFY TYPE OF HOUSE AND FlNAL Site Plan Review Date• ��� � �vnnoH. l � ' ROVED i I 9ENCHA/,ARK £L£�A ACN � 964.61 FEET-TQo OF MELL CAS7INC pAPPF�VED VYITH R�VISION�{�flQMs� � I PROPOSED ELEVATIONS: FULL BASEAAENT WALKWT ��11� t I GARA(� FLOOR= 971.5 HARDCOVER ITEbfS: � FlRST FL40R = 973.4 �„ ( HWSE � ATTACHED GAR�IGE. PORCH: 57.5 x 38.5 -- 1991.8 SO. FT. �OWEST FLOOR� 9a3.8 DRIVEWAY IN� PROPERTY: 40 x 28 -- 1121 SQ. FT. I � TOP OF FOUNDATIONQ 971.8 FRt3NT CONC. WALJC: 4 x 22 -- 88 S0. FT. I � • l VERtfI` WITH CLINIRACTOR BEFORE CONSIRUCTION � REAR PAT10 SLAB: 3 x 6 -- 18 S0. FT. � � TOTAL � 3.218.8 SQ. FT. OR 16.1X OF PROPERIY �REA I hEREHY C�T1fY THAT 7HIS SURVEY Pt.NN OR REPORT WAS PREPARED ' �o�vE"ro��uMi�o��TMET u�o�TME sT�°►�oF M�►�r►E°s"oTA.REas�EC�I ED _ _._.,�.. � I . .� / AUG �7 013 1�'Y�RS. I�. �Y - ..�. 8 2 7�� �`'�'��"�'�'� oar��OR 6. 0.15233 ��� CITY OF 0 ONC 2�3 W. BROr1 DWA Y P.O. BOX 179 A�OlM17CEL�Q, ANII 55362 DRAIN 9Y.• C�aL^KBD gY.• 9008 PACB' SX3'a7' OF SCALE.• AT� DR.l�N.• PII.B NO. PNQN� ,�► 7B3-295-3388 FAX ,/ 763-295-.�408 B.r�noR o.rAnoR F-�oo / go > > i iN. _ �o�r. o�/oi/�3 �3i z� REV: 07 28 13 ADO�D PER qTY COf+If�AE1VT5 ' /`� �/ �4�7�- ���✓`�/L �Y'� V�F