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HomeMy WebLinkAbout2943 125TH CT W/ BUILDER OR CONTRACTOR TO VERIFY ALL PROPOSED ALL ITEMS ARE AS—BUILT: GRADES AND GRADE THE LOT SO THAT THE SURFACE �� WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS TOP OF FOUNDATION =�?r 965.3 ��� FOR THIS LOT OR ADJOINING LOTS. � GARAGE FLOOR = �3&� 965.0 � ARROWS SHOW DIRECTION OF SURFACE FLOW. � BASEMENT FLOOR = �� 956.6 ,% � BENCHMARK — TOP OF IRON PIPE IN SOUTHEAST I CORNER OF LOT ELEV.=960.68 FINISHED GRADE AT REAR OF ,� / HOUSE (WALKOUT = ^��� 955.8 / i � / PROPOSED DRIVE SLOPE _ �.�-^o-°r'� 6.0% � `" I / / �j� �V SPOT ELEVATIONS SHOWN ARE AS-BUILT SPOTS FINISHED GRADE AT FRONT � �,�. � OF HOUSE _�� 964.7 i ��^ /� � Z / / I i � � I � / � / SCALE IN FEET � 29.46 \ � S 16°50'53" E� ( / 0 40 80 120 / ��y \ i 2o so � � / � , , 1 i BEARINGS ARE ASSUMED DATUM � �` � � � � O — DENOTES IRON MONUMENT '' � / � � �� ❑ — DENOTES WOOD HUB OFFSET �� � / � � \ I / 943.5 = PROPOSED GRADE � ��j ��O' / � / � \� ' �O I � � i � \ � � � � � � �� � � I � � � � � � ,� � A � S , I � � � � S� / �� I � \ �� S3 � �' � �� � � � � � �� � � � � � � ' �' � � � � %� � � � �`�� � \ �� � D'` �� � � ,, � � I C�(� eh � . �� z � � � �` ,�'�� '' �° V - v�� i �cV �v -- �RAINAGE AND JTIL TY ------ � �- �� '" EasEMENr � , ���, �,, �� \ , ` ' - - � ,- -������ 1 ��� � � � � , � � � i '�� - WETLAND -- � / '/ / � ' J � s� �� � � �' I / �, � ��. �8 � � � _ � �� °o�,�, � � � � � ; / 6 ;� � � � \ \ \ N� i F � � � � � �' �� ,,�� � �� ���� z ��V � \ `��� / /� � S 84 8 � — � _- -- — � // �3�49'��„ �\��� -- 72.18 E /� \� A 'fj \ � t�2 g� �22' 22 I � �i °c� '� i �� ' % �� �'y `r � "'9 SEPT� TANKS AND � / � � � ,� �� �� FO � PU11�19P T,�`1VK 9 i�' l ��• �\ 9��F \� ��0�; < o �x9hh°' L O T 12 x`�S7 % � ' � �� \ \ ����///��� \\� / 90 xgy�.6 \�V �h�6�95� 1�9\ L x9hp�� / ��O / � � \ (� ` X9y�. \ \\ K9h° / UI ^ � , , ` , � x � �6 \ \ �� \\ 9�� ryA \ x9hpa� g Aa6 / � / O x y / � � � \ 4\ 6 / Q � \\ �� � ��eop � �� r yh9 \ 6 �� / \ / x1 y'Ip X9 ��O � x9 � \ x 9 9\ 6y / h$ / � / � � 9 6 �,,�c ti5 � /., q56 � � T �I � \ \ \ �� � ' ��. j � ` �� �.\ 9'y�� . � 5 � _ _ �/ I I / 0 / �/ \ / X9'a6o ���`__� ��� � ¢O— _— �� 9hy� / / f� \ � / — — �.960 }� `�,�' S ^ _ � � � I / _ (� � \ a6�' ry � i� '7 9---- B �/}�H� (T S �`' ' ' � \ b \— ___— \ _=o=�=�� I✓✓ ��J " ' x�' JI p / 959h � x9�9h ' 95 � --� ��� � ` x� / x / � � „ `,� x��� _���-��_ �� -----�-��r�- __g '-�;' °� ° / � � � r O `�x9e '���--�-'-- � - 6O -� x � � � � � 9� -- � ' � , � i ���� 9��'� CO � 2�e"� � —7------- --�--� � ,, �9, � � `_ ss �z� - 963-� / ;����.ti , , ti9 � �, °> �oo ,� �� / / /9�� \\\ \� \\ x96ry Q� / • a6A�O'TC // 'I. / (� �• '� i D,pI� cy s y A6'h � /. \ \�7 �� \ ( /,�` � X / 96 � LL 9��� p�,�,/►�,) s�� \ ��� wAY � x 6� �' 4� � WELL � \ $j \ \\ \. � 6.S'i' � � 9 �` `6 � gp�rSA 51� �\� x9 � � 6 �y % a\ �(';\ �� �' I 905 \ � \ \ \ Q � � / ' !1 T �I �l 0��� � � � � 1 � �� ��� • � ���c�� � � � 9, �5� � ���,�°, � `� � __ �/ I i AJ `�( �-�- ' � �� O ��� ����� �_�� � �� ��� 9� � BENCHMARK-TOP OF IRON � � I � ��'�'' � , ----- 9�'�,_ v ` I '� ��=- _ x �, �'��-- �_ ` J ' ' PIPE ELEV.=960.68 / ' 15" CMP CULVERT �--96 � 96b�°62��- x ��j ,��E ��p � ,� ;s ti �5 � EAST=958.75 � `�---^ � , 3 ---- 4'—Y'�.'1 A3' e..� tl � �. W' s. •�.5 �: � �.:' `� `� �� �..� -r. .. . . . .. �� `.� 5 J , 963� / INV =958.05 -�- r�rr,+�.;,� . � __ .�. �. z�.�'_.l � �ON�REr e \\ \ � B �N �`'R� \ \ X9h'' / � a � 6 X�59O � � a I� � x°+5h9p �,6� %°jh�� � � x°'h I X°'h \ ` I � 65 � Sa �� i a55 9 ,5 ,, x q56. `� ti� i z o ,, ,,g5�� / '�' �.V \rg�� ah�'.� ,, o � x�h05 ���� \ � ��� `\\ ),Q� /' x h�ryg''/ � / \ 60� — � ,.g ^ , 9 I / �_�` � ----� xq �6.50 ry ��_—_ —_ _ '��/ / � � 59-�--------, \ N -- 5 B _ _ / O//.. 1,5 0 // o —_ _+�� ��`\\ xyh / ��—� / Q50 9s6 \ —_____ � �%^. �_,, �lj' Kyh x°�5 —"---______� _ _"'_ ` _ L/�/�. x9"'�� / �' S5 --- ' �, '��-- --__ �� 1 X96, ry �l —'—'_ —Z_ '—�_ll p� / 1 �\%56ryry6 A��S(�'—__—�-_`_-- __o _(16o--/I / Kg y � O \ __ i --�° — } i ' � c9 � 99 � --�--- �/ 7 6^ ,/'�_� / �� � l / —_—_ "/ —'_�l �� � � � j ��SO � � �z.a — 9 a zpo ,� - g63--� / \ �� � x96,y� � � a6�� p�R / � � o� , �H � � , , , 5ti � `�y` �� '� � �Ri�w N s43 x�6'. V� �\� � i qY � ti� 6 �� � y6'S9 �O O / x ,�, , �' '� �'�, ; '�, � x �'� WELL \ \�� \ \ \ � \ \ K96��p � 6�,g �� K9cj� 05\ \�\ \\ �� Q �� � � \�� � he- �` � y'� � i / \ ��� � (l� � V \ �� � gL � \P,��� \\ 7 \�� � \\`��6 ��``` / X �'' 96 960�'� ,`rg8- �9y0% \ \\��---�- s—� '�� 6ti '- � � '� , �'�, ���_9��� _____ x9y���� �56�, �� BENCF 9�6�_ --- --- PIPE ___ �:� - 961----------- '� 15" CMP CULVERT ----ti,�62-- INV EAST=958. 75 / 9tl °1---------' , �---- aF z_ DETAIL AS-BUILT OF HOUSE AREA SCALE - 1" = 30' SITE ADDRESS: 2943 125TH COURT WEST ROSEMOUNT, MN 55068 CUSTOM GRADED LOT AREA OF LOT = 102,026 SQ. FT. IMPERVIOUS AREA = 3,610 SQ. FT. PERCENT IMPERVIOUS = 3.5% I hereby certify that this is a correct representation of a survey of: Lot 12, Block 2, WILDE LAKE ESTATES, Dakota County, Minnesota, according to the recorded plat thereof. And that this survey and certificate was prepared by me or under my direct supervision and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota. ��__y\�j� ! - Gu Grant D. Jacobson, N License No. 23189 Dated this 22nd Day of August, 2018 Hetrick's Construction email: hetrickconstC�?msn.com