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HARDCOVER CALCS PAVER DRIVE X96\ <br /> 75-250 AREA = 26200SF 250+ AREA = 18200SF \ <br /> X 25% = 6550 SF t X 30% = 5460 SF 0 30 60 90 j <br /> 1 PROPOSED <br /> HOUSE = 3488F DRIVE = 1360 SF (7.5%) <br /> EXISTINGPORCH = 241 �F X96`'` SCALE IN FEET T <br /> HOUSE <br /> STEP ,\ = 70 F Xg6oe \ -C <br /> , DECK 220 F 5 <br /> g6�X ' 6gX DRIVE `� 2280 F X96°2 0010 EXISTING SPOT ELEVATION. J� <br /> is' g6 96 . <br /> WALK =�; 20 S ;_ 30, oP$ X(998.0) = PROPOSED SPOT ELEVATION �> <br /> TOTAL =``•,6319 SF(�23 r <br /> (24.1% 0F.,, LOT AREA) 6 - DIRECTION SURFACE D All AGE p <br /> g65 - CO PK NOTE 4 STABILIZED TOPSOIL ND 'SOD \ \ b oto <br /> �9i 22 a"SPRY g6� CO° S 680141 22" w 251,00 OR SEED OVER ALL DISTURBED EAS <br /> 0 <br /> - - - - = <br /> \ i 5. <br /> O SIL-=T <br /> 964 2. <br /> T- <br /> �, cXg65 cfx Y X9 f' 964 137 <br /> O \ ,, 37.0 \ 'Z �C961.5 .�' a <br /> co U- <br /> w� <br /> Al _.9 +96 -0 16.5 49 5 �•�5�6 <br /> GARA_A- RF ��oF p RP� o \��Lo �w LO <br /> \ l -T -� ` 6g _wo - /% NE qR �4 g .__ .�: 2�„ P� 58.3 `':, N�c31� cD 0) <br /> 1�STF�oPpSFO\ , FZ \ ��ti o� 15' X92 P << X962. o �6„plPL - cp <br /> l" <br /> \ 0 5 ... 8 �" z o r <br /> D -9.: I ° �' yJ o n /SSQ QSOW o G V <br /> � '(.0p 9.45 �S/Q 65 X. \Z <br /> 07 <br /> ter 1o0 <br /> ti l9 E (�5% 5 <br /> I-q .W = ,- ` 114 rn N Jf a' X co ' ' SES rn Dtv ' �0 <br /> i o p \ � \ W <br /> rn pR0 Q <br /> 0 I d 9 g.5 ; 18.7 3 �, \ N N , W <br /> aPP\ w p Xg6 ° - t v2C�f Cy) O \� <br /> 1.; 'h5 GcP x9 .9 r 6" co19.58 9g ,d \ Xgsg \xg (^ <br /> �Ng <br /> mMLn <br /> o - v, 6„ X 6�. 65.5) m `J �•' �g5 \ V <br /> < <br /> �Ig �Z 9 FENCE _ W ;� ~ <br /> I SILT \ <br /> IISm I I ! PINE 966 X <br /> °'J , �'- - .- ,. ..._-� -��•-. ._ -fes_= 1,� _64� V I \ Q <br /> 958.SX \ <br /> o I � '1� � I i . MPS OoPK g66 - - - - _ - -x - - _ <br /> I R , i 9 ( 967 3\6 966.91 W X „pP� <br /> \rn X960.8 <br /> ' I �9 S6 g X959.1 958 / 958 8XN o 0 <br /> �p 2 <br /> )(4t5.6 337 - 65.t �Z\ w <br /> 9a 2 to„ 82'VJELL .Sy 6801,510811W TId965. 13 r N Q w d <br /> 916 � i ' ` 4....__ 964 _Q_._ (� 9 2.6 \ 3 0 �o o O <br /> ' sR �s \. -__.._ _ 3 _ 20`oAK BENCHMARK T IP X 9s7.,X\ Z �ZW� <br /> I O `Al _s N. _ O'0AK_ ' N <br /> i 1 x43 _ a __.. ° ELEV - 965. 1 �9 N� aZ� <br /> III r I \ 9 954.8X Z4.,0AK <br /> i <br /> I w - - - - - - - --- _DESCRIPTION_ - <.,95 r � - > �uj <br /> l SToN l ` _ �---- -- ----- -- - - - - --- - - - - --.----- P7RT OF LOTS AND 2,. A1D. w ^�~ Z <br /> --- - --- - <br /> -- - --- X959�--- -------------- -- --- - } -- - _ -�SUBD. NO. 217, HENN Com., MN. X95 6( o = N= <br /> / PROPOSED ELEVATIONS I ;: i i ADDRESS 825 TONKAWA ROAD F_ <br /> PROPOSED <br /> GARAGE FLOOR=968.5 �y Y0 # 08-117-23-21-0002 '* >-,-j of <br /> TOP OF FOUNDATION =970..8 (\NG GRAVEL DRIVE "'= oa <br /> EX�S LOT AREA = 53350 SF/ 1.22 AC z �, ",o <br /> LOWEST FLOOR=961.0 N 0<_ • <br /> SURVEY IS SUBJECT TO CHANGE PER W w ��W Z <br /> TITLE OR EASEMENT INFORMATION a o L =m�Z <br />