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HomeMy WebLinkAbout12554 ARDMORE AVE Original Survey �.V�J �t��.L .'li.t� .�'1 i�li. iL:I` `'u'�)� - - �' - - ' - - - - - - - - -� P T ' '�' I � � ., � MAXIMUM SLOPE IS 4:1 (25%) CpVBY OV�R CURB BO� I'�i DRIVEWAY � EROSION CONTROI_ � NO GRADING IN THE D& U EASEMEN� � MUST gE IN PLACE �� NO RETAINING WALLS OR STRUCTURE� X 93q9 � F�t Maxhnum Dr�veway Width ��� � IN THE D & U EASE ENT �ity Zoning Ordinanca � BEFORE FOOTINGS ; � 3o y ; PASS INSPECTION � S68� - - - - _. ._' 43 � � ��� x9346 ��9, - - - - - - - - - - - - - -- � 93q'9 /�� • ` �, /� .�, �935 9 � �� SPOIL P1LES / , � �� 3 x ? 934� 9J4ox ya o �N RIC'h-1T-pF-1�, \, / / .O� 34 � > �p S d � r. � � I '� �� Benc�hmark o��^�// StOke ee �2`3 �j'� � / 934.9 4, � �4,� 93q���a V � 4�2 / � � � , d 9.�5.� 24'68 X �\ /� ��p• � 9aa.� �� i ` �^� � � 934.g x g J � \ ��933.5/� / / / + `� � �9`jS., '�9 �93q_� < �j,�s`33�. / / �0 � \ � � ) (g,3 �`� 6 ��, � i � � � � � �\ x 6�� ilJ S � J � � �a 93 � v�, � � o. , � / / 5p X �j �\' 933.79 "9aa.a � / / � / . / 9Jq3 ��� 933.9 � (93s3 Benchmark x 1 .� x � / 937. I � O V., � \` � � � � 8 � �b O„'� � � � � i o "��.�50 93a.a \ � ���i x 932g C�/ / �0 � � : � a 933g � � ^' ,,''\``\ � \ \' x�z x 93ps � O � No � Ri ��° �' 0 6.0� 9 .a�� /o � � � � "sJzs I d'� ,� X ^� 0 3 p .- / `\� � ^�// �� � / µ � 93q�9 �Q� pQ j l� ^ Q� � 9'J3.8 „ 5.83 / \ \ X 934.8 �� � / / ------ x �e � � //� 93'.< � ' / Q a p"�j �° ' °, /; > e i � � � � 93 Q " o� o/ 23 p � -- _� � � a� d� ��` 934.? n/ O / // '•3�/ - 0.8 -�-�� 9 93p. �j 93? 30.B 6 ,� i � / 26,g , x�3 s � � x s � s3a.s � + x s3j s � , � / / a' � �3.�g;��� ,�" ��" s3<o � 10 �'� 9 93.s a � n i� � � 34 a l / � � N � /, O h �/ � � � � 93q 2 • ^/ y33 � 4 � c� x � � o � O % � / 935�931 2 �/ 6 9 8 O O a ,/ /� � 935.7 I p Q I N O� ` T � N � ��x � �� � Q� � � M � � p I M � � a I O]� (p Ox g33 / �xx���yyy��/,,,��; � � 1C � I �� w I� � �Q ' ��� � '� / / J.7 � � g�>� J�31�5 x 93i�5�,J IV � �� �� � �33�� �� 3�� � � � � � � �� � � 93t.p , 93q 5 �93 � �/ 8�08� . X 933.9 I fi � rn � � � _. \ � 24. 42 ^� ►hoinld dow� 9�ade \� x I °�` II / . � Irn 933.72 8 (935 0� tvin 4�yTPe.-to�� � 33.5 935.3 � 9 ^ / a� �-' Benchmark 9332 50.11 93Z9 °� �' - - - _ _ x�g328319 �16�`s3zp (�O i 9�3.8 a 9�4 4 x 93 � �� _ _ � _ - I 10 . I - _ I U1 �� I 9? �-�i 932.88 �934.1) - J � I � 30 Q, � x Benchmark x s34 � I I9328 Vacant � 5 9'��e n (931.9 ��� X 932 6 � I E.O.F. S � �i Y I 93?0 Bo�Oj�33i/^ x 934� x 9,?a� x 9J25 ' I� g3j5 � �42. �p - - � �.�.,�:.. � � c �"� r -� �i w ` N �O � m Service invert elevation = 925.5 • Denates �ror, pipe ( (Per plan) .�S � Denotes serv�ce Lowest opening elevotion per grading plan :937.3 Lot area = 9350 SF ❑O Denotes television box House area =1952 SF ■ Denotes electric box Lowest floor elevotion per groding plan : 928.8 PO�Ch area = 35 SF �❑ Denotes telephone box Sidewalk areo = 53 SF X 000.00 Denotes existing elevation House elevations �Proposed� � As-built Driveway areo = 685 SF ( 000.00 ) Denotes proposed elevation Lowest Floor Elevation ;�92g,3� � Totol Impervious Areo SF � Denotes drainage ilow direction Impervious Coverage = 29.1% Top Of Foundation Elev. ;(g37.3) / � Denotes spike ■�����■ Denotes proposed retaining wall Garage Slab Elev. � Door ;(g37.0) � designed and built by others. Co^struction Notes: ' ^stoll rock construction entrance. 2 Install silt fence os needed for erosion control. 0' 10� 20� 3. S�dewalks sholl drain away from house a minimum of 1.0%. 4. Contractor m�5t verify driveway de5�9�. PLANNING DEPARTMENT REVIEW 5. Controctor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1�� = 20� 7. Retaining walis are conditionol; Woll installed if the grade exceeds 3:1. �O �� Wall will not be instolled if the grade is 3:1 or less. General Notes: Benchmark: 1. Grading plon by Pioneer last dated 12-09-20 wos used to determine We hereby certify to Lennar Corporation thot this survey, plan or Top Nut Hydrant proposed elevotions shown herein. report was prepared by me or under my direct supervision, and Lots 6-7 Block 2 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevotion = 935.10 except as shown, os surveyed by me or under my direct supervision. State of Minnesota, dated 06/28/21. 3. Proposed building dimensions shown are for horizontal locotion of structures on the lot only. Contact builder prior to construction for opproved construction lans. Signed: io eer En ineering, P.A. ke��t,�ns: P I.l 06-29-21 Stakc huu.c 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 8Y: 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesoto License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown ore bosed on on ossumed cct�T PI�NEER � � Lot 9, B�o�k 2, �1g111PeY1,11g',P.A. MEADOW RIDGE 4TH ADDITION Certificate of Survey for: �-cut.�o�c�iu. ��c�ri����u. iu ,->�ir��ut i.acnc<�v�,aeirr�-�i. occording to the recorded plot thereof Lennar Corporation 2i22EntcrpriscDri�c Ph.:(651)681-191�1 �OkOtd County, Minnesota Vlcndota flcight�,�1V�il'_0 Fax:(6S1)6ft1-9aRR 1G305 36th Avc N Ste#600 www.p�onecrcn�.rom Address: 12554 Ardmore Avenue, Rosemount, Minnesota Pl��mouth,ViN 55446-4270 House Model: Lewis Elevation: A3 Phonc:(9S2)249-3(xl0/fax:(952)404-1909 Project r':1 21 1 3401 2 Folder f�:8537 llraHn hy:CWM Buyer: Inventory n Pinnrrr Pno�n�-rrino