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HomeMy WebLinkAboutOversize Survey 12. 0903 ,, ig ItN i „ s r ,s, � o � ` � d� .• I it M Lt xst 00 N i ` " ' , : ,k. , 1 4 :; .. 11 1 1! 04 ,*,.; ' 7: '''' - — -':''. ' „7,--- - - : . . - - °: - - , co It s I A i { 9 yy k py 4 * =a 4 r S � �b'E t a✓ � ; d Yom, � L b i ( i .., _., «..., :. T hem µ L z 9 ,, °n... 4 S ' . * V ti N� , 1 4 4 + yy11 S t t " * ,: Ct- tit i V L 03 0 - 0 41) 4 f4 0 . 4/P 0 0 t.► l 0 4n ti _ — ms s . t.} � • ' C — c R3 N �_ C'3 0 * ti Ca ' ' +h i - tJ j � d.5 t.0 3 _ . - . 0 7 L .-• r.,..) :7 K = iD 0.. O 44 0 4) � . it 0 ' no .-t c 0 0 0_ KEMPER 8c ASSOCIATES INC. ' wp _ , . sc. • OUNTY NEW OLD MINNESOTA 55112 e\N �o E =, 7 472298.99 651- 631 -0351 yti 114o. ELEV.= 952.95 (NAVD88) FAX 651- 631 -8805 • 9 , ?�. / • Email: kemper@pro— ns.net R\GNj;aF • EA C ` ••1aR EKE FOUND 1/ . . (SEE C1N ' .. ::::.: IRON PIPE ,�"� RLS 10183 � # NORTH WES OF LOT 8, / CHATONKA 952..... + . 9 1•1' 8" RED 953 op _ ��� PINE • FIRE HYDRANT � � . :, 0' TOP NUT NOTE: SUBJECT PROPERTY IS SUBJ. CT TO CI� II� ! �Q A ELEV. 956.53 SEVERAL EASEMENT STRIPS, SEE CE' T1F1CATE V , 0 OF TITLE DOC. NO. 16879 AND CITY .F ++ WV PRIOR LAKE RIGHT –OF –WAY PLAT NO. 1 + tk 6 9e ' \ (CITY PROJECT NO. 82 -3) 1 \ TELEPHONE t_� RISER 1 0 NORTH UNE POWER POLE • r OF. LOT 9..... 8 \� 4 4 I% � ' . . .. . ..... CEDA - , I i6- ` ..r........ I�' CEDA IUND 1/2 "..a ... % ` 95 0 12" MA ■ RLS 11183 to ......... . i NORTHWEST CORNER 8" MAPLE CEDAR' TO �'� CED R OF LOT 9. BLOCK V . �� / BE SA D a j IV CHATON KA BEACH 0 11 o - / IO Olt i / -.. -..... s r r 4'A _ ... ... .. .... I wELL /I f 9' . .. . . . . .. ............. - i "` # - EAS UNE - , OFL.T9 05'43 ( 1 VA q _ ' _-_ - _ - _ - Z i CD E l MAD 112` us r il a m' i� 953 r AVEL DRIVEWAY . RO ING J ° / - - - - T N st i ~ -- - _ - ---- ---- -- .. �� WALL m _ . 5 0 PI 2 q+laau++c _ t 9.00 CA � 1 AV ul, 1 15.00 i CI — 24.00' y'`. %" 15 00 10.1 ...... 9 c A . POPOSED ARAGE ° 1 . ... FLtOR V. 953.25 3 Y ... ppp � ¢ '.'.'.'.'.'. ls. m W ` : : I WEST L I N . g : ::.::: PROPOSED W o o , OF LOT 9 N : GARAGE • vII ... o m .. o GARAGE FOOTPRINT • a 0 A ...'...... AR; A= 804 SQ. FT. •" i • oo a l i " MAPLE CP Y I 0 • W U IMPERVIOUS SURFACE SUMMARY W 951 2.00 g50 .'.' . '.'.' . ' . ' . ' . ' . m . ..:. . . ..... :. WALL OF GARAGE N ' ..'.' '.'.. OVE: o w AREA OF BUILDING INCLUDING CHIMNEY AND • TO BE A RE AIMING WALL CANTILEVER: 1,037 SQ. FT. 2 – FOOT TO – FOOT HIGH....... •. , I ' � I ;DAR. . .. ' �i111 AREA OF SHED ON DRIVEWAY: 85 SQ. FT. o���'1 /i ��' �� ; i 9.00 ~ ' 12" MAP E AREA OF BOAT HOUSE: 195 SQ. FT. 7„ ' •0" 1 , ''.r� �i R ' , 15.00 • W AREA OF ::::T:LL':T: 6 FT. • I 10.00' b'' � L , j,..._/ .' 4 ",3 ",3" BIRCH AREA OF RETAINING STEPS: 315 SQ. FT. .. ..:..:.... = • "9 s, ,, % 952 � � AREA OF COVERED WALKWAY: 75 SQ. FT. 951 AREA OF GRAVEL DRIVEWAY: 2,779 SQ. FT. ...... . ... . .. 3P ROCK 11 - dik TOTA AR • •F IMP RVI• SURFAC S: 5 14 S *. F i 8.62 e�q? . RETAINI G 9 1 (EXCLUDES THE MAIN —LEVEL DECK ON THE HOUSE) WALL O �o STOF AG ro AREA OF MAIN —LEVEL DECK THAT DOES NOT HAVE io BUIL)Ir *0- .4 1 I SET SUR Y MONUMEN 5 ...'. MARKED KEMPER 18407" PAVER PATIO UNDER: 227 SQ. FT. J TO BE c - 4 , �� � FO ND 1/ REMOVED .. " ' • " ' Q Q 4 FOU D 3/4" / IRO PIPE . PIP TOTAL AREA OF LOT TO 0.H.W. AS MEASURED 1.29' , ST 0 . 4 8.62' —.: - "W 0.31' 1 1 1 ON MARCH 9, 2009: ±14,360 SQ. FT. • UNE ---- iI PERCENTAGE OF EXISTING HARDCOVER: 35.54% AREA OF PROPOSED GARAGE: 804 SQ. FT. s �I�` �� 9 8 9 " SPRUCE '-`A � � / I/ g48 941 AREA OF PROPOSED DRIVEWAY: 1,364 SQ. FT. 7 43" � � 9 6 AREA OF PROPOSED CONCRETE: 221 SQ. FT. g a y ' BRICK 947 t THE ENTIRE GRAVEL DRIVEWAY IS TO BE REMOVED WALL oh AND REPLACED BY THE PROPOSED GARAGE AND 946 9 63 _ NEW DRIVEWAY. THEREFOR, THE PROPOSED NEW FEATURES MUST BE LESS THAN THE CURRENT 945 .111I 941 IMPERVIOUS AREA OF THE EXISTING DRIVEWAY. . Vp THE TOTAL AREA OF SHED AND DRIVEWAY TO 9� 1 — � 9 t ,1 '� 938 I/IN 936 ..... BEGINNING POINT OF LEGAL E DESCRIPTION FIRST PARAGRAPH if 937 o ' 9.24' / p 9� ' -. 1 18" MAPLE FOUND 1/2 15.53' IRON PIPE R • 935 _w- INC REQUIREMENTS W. g3 I ,5 � .s M ' R %' ALL li � 93 R -1: LOW DENSITY RESIDENTIAL 1St 9 0 01116 933 `� DT TO SHORELAND DISTRICT REGULATIONS 1 9 32 ,e 3 'M LOT AREA: 12,000 SQ. FT. '0 • % M� 93j N oL ,4 _ r 93 0 TO 27.1 . 12" MAP ,r S M ENS �, 92 918.5 dal B �, � �O R p . s 2s AS PER E M LOT WIDTH: 86 FEET M LOT DEPTH: NONE 1 1 1 1 1 1 6 p 1ER VIp � (NO II IIIII i1P N „ g11 C SS ' I 6" SCOTCf T 1M BUILDING HEIGHT: 35 FEET OR THREE ° < illlii/ o gI `''� NOTE. 3� I / / 55 v 3 0, ' •oo ALL P OPERTY g �I�` TO THIS STORIES, WHICHEVER IS LESS NI � x 927.58 RECORD LI N � ' RECORD IG SETBACKS: CLEAN OUT VT: 25 FEET IN 918.12 92,9 �- 5. V$%fJ: � E� �% 6.67' O 10 FEET � 1 4.0 0 WOOD �' 927.: � 0 1A RETAINING (Jl u a Z: 25 FEET 1 '� g 10.10 {11 WALLS 41' �� re.f �� •f / 1 s ' O g 1` _AND DISTRICT REGULATIONS: ' 52' � � 7.10 THRESHOLD x m g g E • 6.' • GM ©/ N V, 92a.4 I> 927.45 3 PRIOR LAKE IS CLASSIFIED AS A GENERAL Z , '71 PMENT LAKE (D.N.R. ID. NO. 70 -26P) / i to N E^ ' " lk e 4. ET A LOT AREA: 15,000 SQ. FT. EACH ST�j 1 • A LOT WIDTH: 90 FEET N I \ oa4ST F RFOOTF R ► fral\lik.. t g25 I • • \ i/C.J . i . � BUIL D IN G SO• FT' ,a 4 LOT WIDTH AT O.H.W.: 75 FEET ' AREA= REA �INCLUDI ' t%P4LE tat 9 :• \ N gUIIDI & CHIMNE 1 26" MAPLE G SETBACKS: m N CAAREE 1,037 SO FT. 3.00 �i i VARY HIGH WATER: 75 FEET 6.94' R' o A � �+ II WOOD • / firiiilltal., RETAI • PHIS IS A SUMMARY OF THE ZONING A -.1"'" 0 ■� 2.00 � ,�� � ��� _ �I� TIONS FOR THE CITY OF PRIOR LAKE. W u' 0 � W00 0 j /► - _ II DOMPLETE DESCRIPTION OF ALL ADJACENT CE ^ U1 \ -KA F 9276fi ST FLO R O D NING jjl �_ �� REGULATIONS SEE THE CITY OF PRIOR I / " 48 33 6'3 LOWS 31' l W";LS ���� •1 o R )NING CODE SECTIONS 1102.400 -405, ELEV• 92°. e2 - � - � -� F4,..; •p. I 2 00 . 13 A; ,.. i i, r2 ro r...........,iiii elS■ wip.01 .,_ c:D i :�� ���1 • N SHORELAND REGULATIONS SECTIONS _. THRU 1104.900. .26 ir $ 2x.2 �_ - "� ,�� wo�D , ��� �St � _0i__ • CITY OF PRIOR LAKE ZONING CODE, WA L l - SO ,� WS OW 7' '���:� � � �� 1 1 1 0 .__ / JOF TO VERIFY ZONING AND SETBACK r ,TION PRIOR TO CONSTRUCTION. 8 ' S ���A-�v��� -' +��• PROPOSE �� ►.I ���� FIRST .. � ����0 -�1�� � �� i g 1 �� =��� ELEV. 9 6.6 �� • 11 - -- •tAf 1 / ati \ 0�61 tea LEVE � z°9 ����� to x - � D ec> < ow ��/�� 00110011 oil IVAr f 9.73' A -0 � -•� � � '/ 3 ati 920.16 x ��� ,� .: 1� 919.57 . ' o� WOOD \ O ' >m c- \ / ,frt.,. 3� PATIO CONCRETE RETAININP 2 , WALL / 1 C g � , 0� ; I 06- Z �S Q' r nt � , X 9, 9.76 W OO • to °� RET�ININ � � ✓ cnm W• LS ��' •° ' `` e , 12'� EAD) gyL 11 RIM 9 9.74 x �� _ � lr % ► INV 9�•.•0 9 g �J_ -1 AI A 1t� 00� 11 � ' ►��� \�I 184 WEST U , pJ 9� WOOD ', NOTE: THIS SURVEY IS AN UPDATE OF A OF LOT 9 \11.--■''' • .�� ''n � OPV ; 1 WOOD I ` PREVIOUS SURVEY PREPARED BY KEMPER �� 0 V 0 WALL AND ASSOCIATES, INC. APRIL 16TH, 1993. 10 " MAPLE i 1 .65' PLEASE NOTE THAT DUE TO ADVANCES IN �S� �� TECHNOLOGY THE ELEVATIONS SHOWN ARE O to ° 0� NO 5 `� e REFERENCED TO NAVD88 ELEVATIONS AND ��� /` �� �� �,' BEARINGS REFERENCE THE SCOTT COUNTY p ,920 , COORDINATE SYSTEM. REAL -TIME G.P.S. IlYWI ,�� '- ./ � WAS UTILIZED TO ACQUIRE THE ELEVATION � ` , AND BEARING DATA. THE BEARINGS AND vi, c,vs r / ELEVATIONS SHOWN HEREON DIFFER � i wo• ��; SLIGHTLY FROM THE 1993 SURVEY. 0 23.2 ` ,p. R ET:I cD �, ! 0 l 0 -, f // f Q p.•.•.. ... I �/ j' C I / Y THAT THIS SURVEY, PLAN, ..... � • ''., #' S m ; PREPARED BY ME OR 1 ' SET S•'VEY :T SUPERVISION AND THAT ��'' = MO .M MNSED PROFESSIONAL LAND LAW SURVEYOR ? E. I \ M EMP -KE D ENT F.� R THE LAWS OF THE TATE 1 18407 �:�� ` 18407' • / ORDIN HIG SHORELINE MARCH 9, 20 p �j� � • Q `� �� " V. 90 .0 FT ICE ELEVATION 900.09 t. PLS 18407 � y'7,j % ;op miti ,, �` ` FOUND 5/8• . 90 61 (BY ORD NCE STEEL DAY OF SEPTEMBER 2012 01 8111p1 1 S 83'31'29 W 1.06 9 0 ti 4.4 Y O 9 ■ •