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HomeMy WebLinkAbout07/19/2010- Ltr & email re survey Evelyn Turner ' Planner � � City of Orono ; ''� : """"�'� :�.>,�, � :�.�i '-U Lt�Iil CIN OF ORONO July 19, 2010 Evelyn, Please find attached an updated survey for the Peter's residence at 3127 Casco Circle. Per Bonestroo's comments on June 30th we have revised the front yard to meet the 3:1 max slope. We have also added spot elevations for the 949 contour in the back yard. If you have any questions please feel free to contact me. Thanks, / Jeff Deitner TNG, Inc. '� �� 211 North First Street, Suite 150. Minneapolis, MN 55401 p: 612 929 2049 f: 612 285 8044 Christine Mattson To: jfroehle@stonewood.com;jeffd@tng-inc.net Cc: Amundsen, Darren T; Melanie Curtis Subject: 3127 Casco Point Rd Attachments: final plans8-20-10.pdf Hello Jeff, As I understand, you have been working with Evelyn Turner on this project. I need to let you know that Evelyn is no longer with the City and Melanie Curtis, will be handling from this point forward. Per our phone conversation today, a copy of the most recent survey we have, dated 8-9-10, is attached. Note, this is not a final version, the grading plans for the street yard have not been approved. I suggest you contact Darren Amundsen at Bonestroo to discuss the specific items that need to be addressed. I also see correspondence in the file from Jeff Dietner with TNG, Inc. You may want to coordinate your efforts on finalizing this project with him as well. If you have any further questions, I can be reached at cmattson(a�ci.orono.mn.us or at 952-249-4620. Christine Mattson Planning Assistant 1 �-------- ------ -- -----� I I \ *9h 1 ,g6�� 0x ` C O � O � J 'F EXISTMG 9�� q� � ( �ab HOUSE xg5y� `` eb'�x� � REMOVE ASPHA�T DRIVE g'�2 9 REC�IVED iO �°� �� AND 2 EXIST. RET WALLS (VARIES) � i� EnnwrcoNCRei��1 e � REMO�E��°� TO LOT LINE AS SHOWN /_f g'I5� N�O��� a�rniwr�c wu�s P- � � � GRADE SWALE TO DIRECT SURFAC [Ol0 w o\ /� �� � � DRAINAGE AWAY fROM 1 3� ` CIIYOFORONO ` w � ADJACENT PATIO WA�LS GRADE AREA NORTH OF DRIVE ` � �� 1�;` / �\'A9 �6o51F RE�Wp"5 TAS MUCH ASA OSSIBLE DRI ��i��/ � QP95 � '^� t�, CONSTRUCT DRIVE WITH 2.5� ��e 7�, :� � � DETAIL �PG 9 CROSS $LOPE TO SOUTH ' 3 9 9 ' +c� `'t� 9&/ � �n = ��' �PG� GP e�'�� .(SOUTH DGE 0.3 LOWE �� � . xgi1� s�`'. o ��„"� �9F%-_-_- REMOVE EXISTING P :''THAN N�TH EDGE� ..... , � N o I . /�` TM6ER RET WALLS EXISTING ENCROACHMG DRAINAG AREA T NORTH _- � � +�--t'——%� ^� �n PATIO = 540 SF 963� e66' EXSTMG�_� 13 D SF \\ .....9�k�a� ... � � � \ p,�' � i / IO1 ti' DRIVES= 230 SF � \ PROPOSEq 1360 SF �£) ��� 7� / ^1 ��� � y� � +"� TOTAL =770 SF \ t J� S��t FEN ..�`�'� . ��,.�'� � = � `` i� e�� ,,o�� �y��'t 2305F TO BE REMOVEO �- � � q � 5 s�" _�5 dA �� \5 .9 IjYP� / � 6y � ��__.__._�� —� � __ �n I\ \���I 4��'4$:'�� ��•'�T' � � ' ,pf��g'..` N y�gl�-� ' �y�;J 1 g9 O 6 1.� J ' 7 E 5 � � � P oy QP,��c. i i \\ 750�� �.�5pr ��� � �,.+'��-'��'� Q, .�j`s` `9�6� � � . �`pah�*9h G� I y,9 1 � 6 1 ' 9, .��' �'i90 .�v� ��� g1yy �� O O -\ � �� EXISTING . ss�� I _e 1���� , ��d— r ` �'. P ��9 � z '"�� � \ �\ \ ��—�� HOUSE ,�9a1oNcp��'� /-� 6 Y-9y 6��1�� �°SPe° �4"y� 2 . �ry °' /°� � 9�0C�1� �cn \ 1 � , ' a \ I 0.Et i. xy6^} .�'9rD OL0 . \i .. 5 �Rj �� :� � 9��3W� � � P� 9��, � w - \ N� j �5 •, �+ , �� � � �'�p�1 ST P � .S,e����.. \ '6 � 969 'i�\ �E <1.OL 1 � O� �0� , �9�y� \\ \ '9�00 I ' 1� 7EA� T_�'/a� y �h', OtC\ � \ � \ 6 9'c \\ ( 6� � 9 1 / ^ 1,f . ` � I�"pqu �" �� J� ��fi . �S ����� ' 66' +9 � ���.1� 7$ 50 9� g.�s,QP . 1 / \� 1 � �9 ` i 2 `�3.2Y� � < �\ � '.. 96 \ � p�. �3�TC �V �`� j �, ` � I I ' �� y� o ., . . . g01 '�� . 23.' p 15 y�g. . � �``1 � ` I \ / 95` E \(5 0 � `d' c �t' e � � �'Se�c 9iq. ,11 ` \ 5\l 9 �� ''0�90 — I ,� � � � ry`0 � � �� � �6 I � ' �r / 9�06�Q��'6*� _ � � 9 � ' �1> ' sae p `\ '� EXISTING. 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U 1 a \ M1 i T n � ��` E`� , 1 N s ���`� `� 9 I� / I D 0�t1```1`0 9�EMOVEJ\\ SAN MH I .`N m ` N I1 np � 3 � 9 '� V pU1l I '9.5 i / I J 1 ' /�9� '� G7?1g � TR�94<.5 I ,�� � \ Ol �. �� � 9..e \���� \ � / . �'} }, , Qrq � INV=933.05(PLAN) � p9' � � , � . �,� :� 6\'P v��>+ �I �.c�� � e.� ' �} �-BEYdCHMA � \ 1 � �\, ��'939' \`�o A, \ � � � 9 TOP�IRON Pl E\ ' 645 \ � . m��,1 �z �� � 1 ,/,-�� \j F p 956 ELEV�= 95 k� \ �\ Zg1` `� \� �y � Q ' i QQES 9�� � G�4 � �� 1 '� � O � �,,�\\, `\.o II . ���-\`,�*9� 51�'' .1 Pl`PX 5,���''�s 0' Q'``�P '�`li\ � � t�, � � 0 20 � 40 60 �> � �\` �,\� \ I � � ` 'I ' .Y�� I c(� . / '�J�� �� \ \ JNj � :�C`.��`�,� \ ; , —s i\ � *9�4o- �°J -q �\ � f r*,� (� i t' `, � y� �E IN FEET �m�a � �y��\' � ' �� � +9 " �'/ �� (�� ���%_1�' _,h�,3C... 3*� 3����`� °"�''�`f� .b�u�i "1� I , F ..:p t = EXISTING SPOT ELEVATIOK o D ,���,��`\\��� y1\ 9q 6 1 �� � --` k PROPOSED SPOT ELEVATION V��� � 3 3e°� * � . n�,�,•,,f `, ,� p/J �j,�,,�,� = DIRECTION SURFACE DRAINAGE ���M 1�\193�� 9�� h 9 1 1 \ I /�-�/lVV`✓J �. ��QLG.�W '�7� C�'�"C ,`^"'` � = CANTI�EVERED OVERHANG .fe��� 9�es� � �, \ I � � v � = O V E R H E A D U T H J T Y L H J E m"arn �� ' 1 � � ��„� _��� r�,/i /� = GARAGE F100R ELEVATION ''�z� � ` � \I � � • h w�..,fj ``<o� \ 55 I � � 1 I ` I � � "� = LOWEST �OORAEf�EVATI0NTI0N �Wa, `\ , x� / �` I �9h'� \ �� �, I ; , , J� �- s � �� ; �� i � EXISTING / � HOUSE . DESCRIPTION � �U Q ,` � / / / / � / /��/�� l/LJ�'��� '-. BLOCK 1, COLORADO SPRINGS J � ` � � HARDCOVER �r�� � � 'S5 - 3127 CASCO CIRCLE �� �� 0-75 AREA = 7500 SF 75 - 250 AREA = 17500 SF 250 + AREA = 24 , � /j 0-117-23-34-0022 O � � X 25% = 4375 SFHCA. X30% = 7440 SF /n �.jJ Q /_ � �..�. n �� � � �����J 4REA = 49900 SF/ 1.14 AC �� ��ll EXISTING EXISTING EXISTWG ✓/K' /'��C U!�••f.' CONC PATIO = 150 SF/2A� 70846 SF/62� 10500 SF/41% SE. PORCH, DECKS SF = 4272 / 8.5� LOT m� �O PROPOS£O PROPOSED PROP0.SED 3�� / /'� C� � �D EY IS SUBJECT TO CHANGE PER ��` OSF OT HOUSE = 3727 SF HOUSE = 535 SF � V� * �/� OR EASEMENT WFORMATION W �� FPORCH = 744 SF DRIVE = 3620 SF DECKS = 466 SF WALK = 35 Sf g � REDUCTION = 150 Sf DRIVE = 10 SF STEPS = 40 SF �J � 'Y AlL DIMENSIONS AND � ��+� g� ' WALK = 65 SF TENNIS CT. = 497 ATIONS WITH HOUSE PLANS o=$�a CSTPS = 58 SF TOTAL = 920D SF �a TOTAL = 3870 SF {37� OF 1.0T P .. � �Y ALL SETBACKS WITH CITY ��w a � (22.1� OF LOT AREA) . <t�60 �wg p�g`= �� � � � RWALLS = 52 SF(22.35) RWALLS = 30 SF �w� a'�" o� �� <1790 /n ��� �'��� � >472SF � �l2`^�`.�- �'I14'_� � li�'� ��� J�g � NET REDUCTION = 6923 SF NET REDUCTION = a�L. Qo�����o N .�s�< ►7 ���o� ! TOTAL HC REDUCTION = 8344 SF REvsO tt—ta—u9 � og„om r:,�,¢ Z ��g3�\C� ��c��-y�d j �� ���e��W�� � ���,- � S