HomeMy WebLinkAboutSURVEYS 8.5x11 SURVEY LEGEND � dram r��e cie and catch basin �� � (� ���
/^� .„ accepled o � /� 0 �
� be sed. `O �I ^���� �
� STORM ORP1N �� S 1n'�
� CATCHBASIN � �1?ASOd / \�Sl' l� gi�L�ll
tr Hvowwr� � ��;e inspe bor�;o4s � � �
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� iaorv PIPE SET EROS- � � , � \� -'��� T /�/`�
• iRON PIPE FOVND MUST BE I'V5I tiLLtU� � ✓< <i
� snNirnRv unnHo� BEFORE EXCAVATION \ i �''s S6¢\ ��
"' GROUND ELEVATION 2E'0 / '�
�sne� pROPO5E0 ELEVATION (��S 4 � :S F
� WETLAND BUFfER aosr ENGINEERING REVIEWED J i�oiSB .823� \p � o
� HAND HOLE y � 'r �p
O ELECTRIC TRANSFORMER DATE:01/28/2020 smurohy o � _,� , als`?�Op
O rFievHorue a�sra� =ioazs , �>,� �� q, ) �06
0 UtiLiTY PEDESTAL �i a i h�` �°�..�..�.. ' ,
Oo0.0 SEWER SERNCE F.L.EVATION / "��� o. , FND �� i/
� EXISITNG TREE �i,'p�l � / N� a,�, �ST(�j�B �pq3g 4zz �i% ?G
Q PROPOSEO iREE V^% �*SBf , � i n. � ���40P g9�/ -�J �`
'� PROPOSEO TREE o '' � �/ � /� 39 � i�FNp �
61TUMINOUS ,�n /�S�a 4,j j . i�. � � ' I/pqJ/P 42
� PROPOSED WO /S �-��� �N � �� 8 ?sg�
�CONCRETE GF - 1048.4 � � ���. H / � �y�
-� � coHrouR aROPoseo BF — 1040.4 ' o � �90 ���� � �J,�
�— CONTOUR EXISi7NG � � �452 i � r�
�— DRNNAGE ARROW t Drain tile connection / cARqG o �os, /�
CONCREiE CURB � ; � e ^' � B /�
—�—swirnm sEwEa required ow� � o`� S x(���� S
—>�—STORM SEwER `Structures may not b� �''� ��7 �pq T�op ° � s
—I—WATERMAIN x� / 36 �Op�� ��
placed within easer- ,�`� � � � ��\� ,p
--- aRoaoseo si�r FEncE ���� ````�`.��^y 20 ��O� 4p � ' �g !/�
—Or—DRAIN TILE '� ��i gp pRpp o� ���/�� ��1!*J�
—x—x—r�ncE ,p�"ip3goJ�. �9 ; 802pS��wq � ` �Y.p .� . .
--eSBL—BUILOING SEfBACK �INE � �
�f�r�0� � /�''��p�q� ��RFfT���� � �. ��,o' GFX�STI/y� yy0
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07 ,�- �� ,� ,�0' �l ,.�� �� � 4q g
o ���038.t $s p yF BF 035?
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I I (��3'�J xS/� DL�C 4 ,Q ��J e'/� �6.',5�� .1076.5
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Setbacks RS-4 �J�`No � \ \ f\� � / ���� x 1033.9 �v i J
Min.Street5e[back=2S ��BB'��� � �'�J/�
Min.Sidc Setbac:k=7' �O,o � \
Min.RearSetback=30' �ozd FN� r026 � X���ZO� �5
Hardcover / `S�SS ,p1y51 � ��oJ
Lot Area =10.983 S.F. 2¢ � /
House Area = 2,274 S.F. � p / �
Rrivewey Ama = 617 S.F. sR \ � �J o`�
Stoop Area = 107 S.F. �9� ,�`^�ip1 0
Sidewaik Area = 51 S.F.
,��4 ��4Z�
TotalArea = 3,1095.F. X��? B 1024.B 024.8
Cwernge=283% 60 BEE
I�T �• 1024.p « �^--
LV I 1 Y
Development Plan Data-WO �2 34 —_"�_s b<---=_-__�r--�
Garage Floor Eleva[ion =10463 ��2p N84• �_ �--��.____
Rasement Floor Elevation =10383 �B x �`5�43MW
7025.6
1'ro osed F.Ic�°ations � n� ��
Pmposcd Garagc Floor Elcvacion =1 fi,7_3� �� i v i i.'. � i_v i �
Proposed Sop of Foundation Elcvaiion =103'6�
Proposed 6ascmcnt PI«�r ElcvaGon =1078 9,�
Proocm Dcuription:La 2,Bbck 4,BP.RRES RIDGE 3RD ADDTI70N,accpding to tl�c iccoidpi pla[tlicrcof,i�kom Counry, Of(Se[17'ons
Minncsom.
(elevatlons sre[o[he[op of pipe)
I. Address:BOSO 201 st Strcet Weet,lakeville,Minnewm 55044 OS it 1=1045.94 O�S ii�=104d i I
i)S,�#=In7:9J3 USr1-Io3hT
2. We have shown thc locution of utilities on the surveyed property by observed evidence only and by available plws.Please
mte that we have nut placed a Crophcr Sta[e One CaII kr this survcy.Ther<may or may not be underground utili�es in Hie
mapped area,thcreforc exveme caution must be exercise beforc sny excavation takes placc on or near tliiv sitc.Alsn,please ZQ (� 0 �0 2� 4�
mre tLat xasonal conditions may inhibrt our abiliry m visibly ob�crve all the utilities locarM on Ne subja[propetty.Before
digging,you are required by law[o notify Gopher State(�c Call at Icart 4A hours in advance at 651/454-(Nq2.The
contracmr shall derermine Ne exac�location of any and all existing uulities before wmmencing wrnk and is rcsportvble for $CAj,F'(T]F'FF'�'
any and all demages arising out of his faiiure to exactly locare and p'ccerve any and all e�sting u[iliees.
3. Must maiumin a minunum 2%slopc gradient to acopmmodetc positivc drainagc.
I hereby certify that ihis survey,plan,or report was prepared by me or mder
4. All set offut irons ere mca�urcd m h�mdredths of a f�a�d ca�b���cd ay brnchmarks. my direct supervision and that I am a duly Licensed Land Surveyor under
5. The proposed dnveway shown is conecpNal only�d does not purpon tu show exactly how the drivewey shell be built. [he IawS of Ihe SIatC of Minnesota.
6. A title opinion was not fiuniahed to the su�veyor as pen of this survey.Only easemenCs per Ne recorded plat are showa mless De[ed thi 17th day o January,2020.
otherwise denuted heteon.
7. Proposcd gradcs shown adjacrnt ui building foundarion rcPcrs to wp of black dirt. 1
8. Vui sani service ipvert " C
Py hary pnor m any conerete woh.
David 8.Pemberton,PLS Minnesota License No.40344
9. Benchmallc:TNH<rs}Lo��0,BERRES RIDGE 3RD nDD1T10N=I Oa4.8I Fxc pemberton�a saUve.com
Section 21-Township I Id-Range 020 JOB#:87650-793 REVISIONS
±Eas '° SATHRE-BERGQUIST, INC. CERTIFICATEOFSURVEY FIELDCREW:DH0.16B
DRAWN BY:JPR MA
., 150 SpIJTry 9RpppWAY WAVIATA,MN.55391(952)4788000 PREPARED FOR
pi CHECKED BY:DBP
STONE COTTAGE CONSTRUCTION DnTE:U920