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HomeMy WebLinkAbout13645 APPLEWOOD TRL - Original Survey , . . 3� , ... -. . , . •E �, - � , 1 ?,.. , , J, , . ., . i' r!� �,'���� C�'° �:'� �';� � rx � ,• ^ � •� MAXIMUM SLOPE IS 4:1 (25%) 9S''x 9s,s ����y p����;��f�y���� �'�r VU RETAIDNIINGIWALLS OR STRUCMURES X g�3 �Foot7�ia Qr�+�_iy��.��,�n IN THE D & U EASEMENT � " __._ d�ity ��nif,g �� (957.8 �, ��. E.O.F '/ S6Op� L\J � 7� 95>> v V,i� � 9�B 9S9) 1 � � h• 9Se2 x �/ p� � �� / �'/ -� �" /��y/ ^� �� � � 9605 7E.�� 9 [ l��W�,J� I v GI/// `'_ � 6 � J -(� �� � \ � \ �` 1�Glf �,�''C:SI I�%��i Gc':/ /� f'� \ �� ,,,,� / \ \ 9595 �/ 9604 X ��� \3 �1��. ���/ \� 9 � �g� J Q \ so / pr Hj� �-' a i � � �9S 4 Be�chmork h�°'do 21 ' ��s X � Q/ � BS���• �vS Sed (O e o � Z St e 96os d� �� S 'o, �c/ ^ `.r�� ke " 9s 'V� �/ .C ¢�/ gso � 9 ' •� ���8e � o�X � / ���� �'" 9603 •s � 6 ���\�� i ,-� � / �'� x 90o i�g�\ Sp) \��� i� i I L�� 959 /� ,� // 9 0ly � soe w,�,��',�� \\90 k./ � 59.5 . / ry s�sx96Os Q "�� s���` ���'%�w s S ��. i� 9`S9z / E.O.F 9 `�X` ��' 9 ^�. ' 4�.9/'� \� '9S9 e � 9 S9S \ \��\ `" � 9 6�6 Sra�tc 96 x/ /� ssg,� S9 a \ ,� �� `S6 a � (E.O.F s /� h � • � ^ ��� � 993 � � 960 �' � a � � �.,__ 960.57 / �/ � 960� \� \`���s0� `y� sqs o`'�� � � � 24 Benchmark � 96 9so � \ ��` Q�o�°� ,vs0s � Ocb�� 6� �/ /� `�O � � O t x t x \ //96 (7 \ \4� 9 �(!j � 960.91 � �� �t se4 `,�� � � S9B � � Benchmark � �.� A� �'� 9 ^"� ^ 2S � 9 � / ,�'� �/^\\ •Q� ``� 9s,�. `4 �� ��O 7. O SyJ � � � ,qs, r96, h' �.9s4s °s Q y ry � '1 o p �.\ %� 9 � sqs }�.�• 9 / � A� X '� / i .\ 9s \�. ss '�O yso ` so2 r // �� � °e \�. °s ¢, �s � \ � ��9s, \ �. o�' ^� \ � � `1����� �� \�9Bo �s �°` o / /�\ � � � X 9s r�, 1 �•� \�. i� \�. 6 960'\ ��� o ��o�' oha� / � �� v \`.\S�j �96, v �O p �" oQ��o , � �' � \ / �� 96i��� � �O 0 �� 9sos Q p�` 6��/ / •, � � � x '� /�,� �I � S��O �� \\\��\ \\�s y / � � . ��x 9S9 � J O�� /�j � � / � S? � p� \ /`�� / � 9 9 �/� O '\ / \ 2, h ���/�� 6 S o°`se eo' ���\ �96� i�'� � S9s � �pa �`.9s'°x SJ � � � /�/%'�'�'�o � _.�__.�.__ ._ _ ._ _. __ . .. � .. _ _ .� �"� �o � j�0 / r v ; EROSION CONTRC�� �'� .' 2R % ��� � �� 6 � , ; MUST BE IN PLACE ,.'� �;� Be�chma k�� � ��;/v ; �� � BEFORE FOOTI(VG�. �'� 960`� 9S9) ,% /,' ; PASS INSPECTtON ��poo / 9S9g \� �� SPO1L PILE� / �o �/ / , � ' ��! RiGN-r_n� '� � � �,, �� �/ ,� , � � / �' Service invert elevation = 949.7 (Per plan by others) � Denotes iron pipe Lot area = 9278 SF ,�� House area = 2538 SF Denotes service Porch area = 139 SF � Denotes television box Lowest floor elevation per grading plan : 961.7 Sidewalk area = 27 SF � Denotes electric box Driveway area = 671 SF � Denotes telephone box House elevations �Pr000sedZ / As- ilt Patlo afea = 30 SF X 000.00 Denotes existing elevation Total Impervious Area SF Top Of Foundation Elev. ;(g62.4) / Impervious Coverage = 36.7 ( 000.� ) Denotes proposed elevation Denotes drainage flow direction Garage Slab Elev. � Door ;�y62.0� � Construction Notes: � Denotes spike 1. Install rock construction entrance. •�����• Denotes proposed retaining wall 2. Install silt fence as needed for erosion control. designed and built by otners. 0� 10� 20' 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor mUSt �e��f,, d���eWay de5�9�. pLANNING DEPARTMENT REVfEW 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. j Scale: 1�� = 20� Wall will not be installed if the grade is 3:1 or less. General Notes: Benchmark: 1. Grading plan by Westwood last dated 8-21-20 was used to determine We hereby certify to D.R. Horton LLC that this survey, plan or Top Nut Hydrant proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lots 3-4 Block 5 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 972.84 except os shown, as surveyed by me or under my direct supervision. State of Minnesota, dated O6/12/21. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Kc�;,ia��: pIOnS. I.)O(r1G-21 Stake huuse 4. No specific soils investigotion has been performed on this lot by the surveyor. z.)b-is-ztx�����dHo�� The suitability of soils to support the specific house proposed is not the 3.)06-21-21 Re-stakehouse responsibility of the surveyor. BY� a.�o�-23-zici��nc�o��nn�uc, 5. This certificote does not purport to show easements other than those shown e er J. awkinson, ro essiona an urveyor 5.)(17-13-'I ReviseAgraAingplan Minnesota License No. 42299 emoil- hawkinson ioneeren com 6.�°�-ia-_iar��seeor on the recorded plat. P � 9' 7)UR-03-21ReviseCCtelevauun 6. Bearings shown are based on an assumed datum. H.�°K-i°-'-ic"y�°",",C"" PI�NEER � �ot ,o� Block 4, eng�cneering,P.A. CARAMORE CROSSING Certificate of Survey for: ��'�II t���.l���:1M� I r,'."JYI�\�\LN� L�VDSVkILY��RS L��f»t�YLANttifi'Cliti according to the recorded plat thereof j�.R. Horton, LLC 2-122 Enterprise Drive Ph.:(6S1)681-1914 Dakota County, M innesota Zp860 Kenbrid �Court,Suit 100 �lendota Heights,MN SS120 Fax:(651)681)488 �' www.pione�reng.com Address: 13645 APPLEWOOD TRAIL, Rosemount, Minnesota Lakeviulle,MN�5044 House Model: Clifton Elevation: F402-B �952) 985-7272 Project tt:1 21 1 02004 Folder N:8643 llrawn by:CWM Buyer: N�A �l nc,,,,�.N� r..,�;,,�Pr�.,�