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<br />Lo t 16 \ NOTES:
<br />y l�� Y,,: \ - \
<br />\ mor �j ' � \ \ / 1.) Existing utilities shown are shown in an approximate way only. The contractor shall
<br />�Q fes' '� determine the exact location of any and all existing utilities before commencing work. He agrees
<br />��.Z. \ I to be fully responsible for any and all damages arising out of his failure to exactly locate and
<br />�a / / preserve any and all existing utilities.
<br />°��; FND IP 25684
<br />\>\� "�' '' "`,,,�,*� _ : ;_��!:�� -.�-",:"`, �
<br />�;. / 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />` FND IP 25684 / 3.) A title opinion was not furnished to the surveyor.
<br />I .1/ :��,:�, Ie :1. y, / / I l 4.) Grades shown adjacent to building foundation refers to top of black dirt.
<br />`�o ,� ' / 5.) LAKEVIEW OF ORONO WAS UNDER CONSTRUCTION AT THE TIME OF THIS
<br />oo� F �a u / CERTIFICATION.
<br />F
<br />`� O' �0' � (]61."i 958.3
<br />t - n 'li' :x } 961' 096�J.6 G X 956.7 / I
<br />�. �i o_.
<br />.
<br />59.3 C untour Use Far _
<br />,f Basemekt Cafcuiatns / L
<br />v
<br />FIND 4\25684\ 958.3 S88°33'52"E 270.18 94G,4 // /
<br />961. o a 9 ° 14 /
<br />955 4
<br />.11_
<br />` 961.x-8 LO �� m 9 + -- ---- n _ -- 41.9
<br />, / ,;-� -
<br />Q �' 11
<br />_ o - �_ �� 9S -� - - - 86-- �� r /
<br />J / \
<br />006 ,. © 1 9 .0 ` b� i � �m`'`' ' ~ '9s6 S\ 9'Sq 1 c53. I � k 1949.4 \4
<br />\ , _ ,___-,��j/ff �4� f J� `� \ / - 967 , -.\� . 9 6.0 \ I { 449.8 I 2 . l8 >
<br />/ h Za' O / 9c3 7 i I 6 .._ ,, 955. I II � fi
<br />n 96.3 \ �;
<br />���' \ � } \ r a Proposed Elevations
<br />INV 64'1 1 1I S I �> �_ 1�
<br />a 9 2.5 '' /9 x\963. ` _w',11
<br />_ 1 V, - L Proposed Garage Floor Elevation = 963.0
<br />Nc
<br />It
<br />\ � 7 . ' r ; { ! % i BBL I. 5 � SBL SBL } � { I, I i 30.01`. Proposed First Floor Elevation = 965.3
<br />6 aG �-� g \ i I 339`v Proposed To of Foundation Elevation = 963.3
<br />F CNV= - �_g6 \�. ! 1 i �� I p p _
<br />ND IP 7 - x 96 5 ,, :_ 5 �___ __� - Proposed Basement Floor E
<br />25§g� -9l 6 - j Q _ 9_6.0 9uf.8j� 30 p oo Elevation -954.3
<br />��3.5` 66 1 PRIA A Y - _. / o u n cL o (948.4 1 L_O�i
<br />96` 6 ? ��\ t " I. EPT.I i SIT � I � U 1� t I 1 i x 0
<br />.� 964 LEI -� �-- %96 67' "�
<br />.� u 3 �.. . :,._: 1956.6 I �1i[
<br />":o �--� I ` ' Setbacks
<br />Lo' i .J rn . \,., 9J3.6 6� 8 ,I..I �� 1 \
<br />-965 1 �:I A, . ..; -� r� Min. Front Yard Setback = 50'
<br />U� .. ,:� -' } \ I 95 .8 I \ , , 6 940.0 �O
<br />966- `� -` -- I" i. t I ' I _+ I Q \ Mm. Side Yard Setback = 30', 50' Adjacent to Street
<br />`� .. _ 7 a� I I - \ \ �., Min. Rear Yard Setback= 50'
<br />-967 s>� �� . �� f.:�� )_:I �'_..:.:: 1 l _ �I
<br />c' - ,ro, :�..a f _1_, 1:.� / C 954 , 1 / °'I ; I m A I i`
<br />-968- _s .. 966.0 ti 64.5 r / % . X
<br />968. i 968.8 �� �,� ! 41 _�... E, o I Hardcover- Tier 3
<br />) /Lot Area = 92,924 Sq.Ft.
<br />---96-9-_ \ T\
<br />\11
<br />" I ` � \ l 655.7 o ° - House Area = 4,731 Sq.Ft.
<br />�v , 96 ° \ 6' Stoop Area = 142 Sq.Ft.
<br />,� \,, �-. -� % 62 ° ..7I f i + I \ \ Deck Area _310 Sq.Ft.
<br />55
<br />969k9�:" , i g5 .3 s - 1 ° c_T[ I Porch Area 260 Sq.Ft.
<br />-970 - t96`Acp 939.1 \ Retaining Wall Area- 49 Sq.Ft.
<br />I �.'..;___::�
<br />....* 1 �-r, II I 954' 1 { o I g q•
<br />` 965.8 44 i I I J I
<br />0,6 �x 055, 7 ) 1 \ Paver Patio= 658 Sq.Ft.
<br />Q ^ 1 f
<br />6�'S `960"` o i I �� `/v I �' I \ Driveway Area = 3,272 Sq.Ft.
<br />N
<br />� / °� Z n 30 --_ \ Total Impervious Surface = 9,422 Sq.Ft.
<br />;'0 % 953.6 'a ! Oh Z
<br />__�_ X "'_ � , �' �::� ,�61 ,� I � � � ( _�,____ I .Lxl -T - ___�z --,
<br />97:.4 e _% 7 32.8 °' -- 9� .0 i t , 9 8
<br />64.2 , r7 m 4; x - 1 1 c e� I / \ Total Impervious Coverage =10.14%
<br />~61.r - = s�; % f � _v° Q - `\ \ (Max Impervious Coverage= 35%)
<br />-9; 2 ( 7 - S� 2.0 4 ` 952.4 / r I \I ' \ 9 �o
<br />9 r 1.9 / - rn �5 ` o 953.6 � 9 1 / % /
<br />\ t \ � � � .1 a a5? -�-
<br />22 962.0 A 6.50 �� / % -" / 1 _ I \ �0 d o
<br />\\ 1r.,,� -96 41 � ` i �. , 53.6 I (� ' I I ID.. Basement Calculation
<br />\ � °' 953 I�i� i I / % Total Perimeter at or Under Existing Contour 959.3 = 166.4 Lin.Ft.
<br />l 2.9 'e j
<br />d � 1 �' \ 9� Vv X2.0 953 S1 �` 9�i.a �I ! ' t I I 88 5 Total Perimeter Over Existing Contour 959.3 = 139.9 Lin.Ft,
<br />I� \ FF4= B E= i - ---
<br />(o a o _ , �� j } �I I l - Total Perimeter = 306.3 Lin.Ft.
<br />' 965.2 � 5 I i
<br />\ N ` s } n.{; 5 PAVR PATIO f � �, Total Percentage At or Below Existing Contour 959.3 = 54.32%
<br />% I \ }. 2 2 _ � r �/ fl Y / ` 938.5 \ g
<br />N i \ 1 - O °�`I ( � ° � 5a,s � � / - I949t1 �� , � \ I \ , �i
<br />l n
<br />�: \ zi 1 t \ \ 9 \ \ Vf �cv a aS+.0 ` g x 95x1_.4 i / (,� �_ i i
<br />I \ T a� - 4.8 5^. 9� J `� / / `Q�° I \ \ Asbuilt Elevations
<br />N I \\\ \ cn Via, _ - - . . / 983.3 4.8' f f \ \ i � ' \
<br />_.. DECK 1 \ ! %i % o ' Asbuilt Garage Floor Elevation = 963.1
<br />. P' I \ \ \264- _. � . - 0 05 5 4.0 n5 -6_ 955.3 / \ I i 519 938.'2 Asbuilt Top of Foundation Elevation = 963.3 (Foundation A sbuilt)
<br />Nf
<br />1 Grr=22.7 O Walkout « = \ t 50 I / Asbuilt First Floor Elevation = 965.2
<br />O e ti ,/ ) c i 1 1 c 963.1 i An 645 ��G� _} 1 I -, [ \ / � / ��° i � i I y i \ Asbuilt Basement Floor Elevation = 954.5
<br />\ z x _7 . _ x _ \ \ \�\ \ _ _ S Brews treet - Q E \ G5 5Q �� ° i i 38.Q RECEIVED
<br />A1111111111.i - 957. 1 � 0• ` / 'i / \ p� +
<br />\ \ 9.7 _ -- }�((_ 55.0 i °6 .81 { 954.7a ��J/ G� �948.0 / I i / I DEC ®F 2016
<br />\ q�� `� N ` �' G6G. , . a�\ o� a 26.8 1 J �k\�7 0 / I hereby certify that this is a true and correct representation of a survey of the
<br />--' - i , _ ._u3 !� (� .\
<br />o \ ° °� ,' \ / boundaries of
<br />It / _ ' CITY OF O
<br />• y i % ONO
<br />\ \ ��` � Q ' 9 2 W 'ti' -, ° Lot 14, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof,
<br />\ / 9'8.0 - �- 8 o \ � 9 7 j�c-- j 949.5 ,
<br />���� (� � j Hennepin County Minnesota
<br />I \ \�\ �� � _ ` .� -_1 -__ . 1 � ' / i tpr0' 937.6 \ \
<br />\ � <� -, -_ ���. - -_� J, - f , �2 and the location of all buildings, if any, thereon, and all visible encroachments, if any,
<br />\ I �� `� �=� � `\ ~:1 �� - �J ` \ \ from or on said land, as surveyed b me this 28th da of October,
<br />9 7 I i 7-\ -) 95!. 7, 2 0 y y y , 2015.
<br />j �W�
<br />976.6 9- , .,,�'�,�.,�6 / y, 1������ s� \ , 11
<br />\.99.97 4 9v C n#sr�Us r3/F 1 \� j cpo� f
<br />-s.0 \ \\ Baser t tc° G,t r( � rn/ \
<br />I I �� ,� I I i)°� \, `°r` _ do �,�
<br />\ k �2 ;k� \ \ ! .2 1 /, J� / David B. Pemberton PLS Minnesota R
<br />\ 9�s s�s� �'> \ I I,� y to License No. 403444
<br />!I,///7
<br />J/ \ pemberton@sathre.com
<br />j 30 15 0 15 30 60
<br />a. yam^ tis>°V���,�``~� i �rnC,l \
<br />V 3,\ _
<br />� JT
<br />r �V� 8 y _ , ' ` / SCALE IN FEET
<br />_. _ / l
<br />�?A 'y ' ' ' �I f SURVEY LEGEND
<br />14-�� ��`} .gyp '3,`,-9)4� -_ _�- I ( jj��°%I /
<br />/"'111-._1_1' �� ` �� r �I / CAST IRON MONUMENT I A/C UNIT I�'
<br />.1 IBITUMINOUS
<br />�'_ 9j4 9�I'�9 ti x o CATCH BASIN CABLE TV PEDESTAL 85BL BUILDING SETBACK LINE
<br />.O - `� P 9�2 1 j I t ' C FLARED =ND SECTION C ELECTRIC TRANSFORMER CABLE TV
<br />1.FN ,'� /\�,�/ L_O t �i ^ - CTV
<br />2 9� X97:.9 W GA E VALVE C ELECTRIC MANHOLE
<br />CONCRETE CURB
<br />< GUY V;/!RE ELECTRIC METER
<br />- �Q . . 3 \ '971,I CONCRETE
<br />v ,
<br />$ �S�} HYDRANT © GAS METER 96o _ _ CONTOUR EXISTING
<br />/ 1�� Z, � , �(� ,:` 6 `•' O SURVEY MONUMENT SET © GAS VALVE .. - CONTOUR PROPOSED
<br />. • SURVEY MONUMENT FOUND -° - GUARD RAIL o DRAIN TILE
<br />�r \ SURVEY CONTROL POINT HAND HOLE - C ELECTRIC UNDERGROUND
<br />": LIGHT POLE SOIL BORING -X X- FENCE
<br />I , /
<br />\/ ',;� �!�',." �,_:,,�",�,�y. ,_,� __ , �. " .. :_ � ". ., _ ': ,,,
<br />1. I f, - POWER POLE TREE CONIFEROUS ° - FIBER OPTIC UNDERGROUND
<br />\ SANITARY MANHOLE _ TREE DECIDUOUS - GAS
<br />GAS UNDERGROUND
<br />CONSERVATION EASEMENT SIGN OO TELEPHONE MANHOLE °"u OVERHEAD UTILITY
<br />\ SIGN ❑T TELEPHONE PEDESTAL RAILROAD TRACKS
<br />/ �,,�: ." ,,� """,::�,:,'��-,�::_ .., �.-; �, , , . / - 11: .�,�.-;� -,-. , ., .:.,�:,,\ sazs GROUND ELEVATION TRAFFIC SIGNAL > SANITARY SEWER
<br />® STORM DRAIN OO UTILITY MANHOLE " STORM SEWER
<br />\1.
<br />TEL TELEPHONE UNDERGROUND
<br />1.�� ® STORM MANHOLE ❑u UTILITY PEDESTAL
<br />uTL UTILITY UNDERGROUND
<br />5� ----- �, / XS725 FOUNDA , 1, ., ." , ., . " I ", \ �� WELL
<br />LIGHT
<br />I'll
<br />\111111 I TION ASBUILT ELEVATION WATERMAIN
<br />\ 6
<br />�s72 GReD;NG SBU' ELEVATIO';
<br />FIELD CREW NO. BY DATE REVISION
<br />CTAT 2 BRV 11/6/2015 Revised Impervious Coverage SRS S{, PProj - - SEC.06
<br />Project City: .� FILE NO.
<br />,� �1� CERTIFICATE OF OURVEY
<br />DRAWN 3 BDH 11/17/2015 Revised Proposed Grading Plan 8 Basement Calculations
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY O Hennepin County 88035-026-001
<br />BDH/BRV 4 BDH 11/24/2015 City Comments PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID to Y �AT ri ��
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL G
<br />CHECKED 5 BRV 12/4/2015 Added Paver Patio, Ret. Wall and Updated Impervious Coverage RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY m „" co 150 SOUTH BROADWAY WAYZATA, N. 55391 (952) 476-6000 PREPARED FOR
<br />DBP 6 BRV 12/912015 Revised Proposed House Elevations RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. ATION ASBUILT 4� St Andrews S WAN S O N HOMES
<br />DATE 7 BRV 1/7/2016 FOUND
<br />10/06/15 8 SI6/24/2016 GRADING ASBUILT/CITY COMMENTS Qry��S P�P� Street 1
<br />4Es45 '�- Andrews StrelCt
<br />A -S- B11i W SUVVetr
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