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CERTIFICATE OF SURVEY FOR <br />WILLIAM <br />OF LOT 3 BLOCK 1, FRENCH CREEK <br />HENNEPIN COU111TY, MINNESOTA <br />SHORELINE AS LOCATED ON 10-20-05 <br />-- / / � \ �, `��� •'' WATER LEVEL = (929.6) <br />-93". <br />- <br />SI DRAINAGEW ---- ------ \ ------ ----- <br />/ �.....- �� 75' ---------- <br />// UTIL�IY-�ASEMENTS SETBACK ---- ' '�� \----------� --935 ------ <br />-- <br />8" DIAMFFEI SCHEDULE 40 � ---- <br />�C-VOWNSPOUT PIPING �- \ \ <br />-RUN 70 DAYLIGHT i' STONE �_ \ \�`\� \\\--_.---.--_ --- <br />- <br />WITH RODENTI E� WALL - - - - - - - <br />"I 4' QIAMEi'E�$C1�E0 E 40 AND RI BLACK \ \ ` - - --- - - <br />PVC GARAGE FLOOR DRAIN PIPIt�f / NOT <br />i <br />-RUN DAYLIGHT / PROPOSED HARDCOVE - - - - 945 - <br />/ WITH RODENT SCREE \ \ -h - - - - - - - <br />\ I <br />SILT FENCE 6.7 �V DECK \� STONE <br />AND RIPRA j i I EXiSTI / '�C XtSTWG ;o m 11.7 5.9 �� ` ` ALL - - - - - <br />/ <br />� �UTL � " PROPOSED LFT EXISTING � 3.0 <br />4" DIAMI;TER-SC�DULE 40 1 RETAINING STATION TATs 3- EACH FLOOR ' \` <br />PVCSPADISCHARGE PIPINL&....... WALL 5.6 LEVEL 45.2 1\�-� CONCRETE SIDEWALK ----C1 _ - <br />RUN TO DAYLIGHT / G ..3. • =(952.1) <br />WITH m ',, 2.9 20'➢'- <br />8" �� m� FLOOR <br />/MA 9"13• �\ EXPOSEDA R TES LEVEL ::41 <br />`-- I - <br />MA LE?' CONCRETE PATIO` '; n � EXISTING =(952.1) 6 - <br />I <br />MAPLE, TO BE REPLACED oa ' is PATCH E REPAIR _ - <br />_ --- HOUSE <br />I t.9 951 93 RETAINING WALL <br />� AS REQUIRED p .. ............... 0 88`' ........... ......1.h.- <br />35.18 L, 2200 2._64 <br />c (ALTERNAT&GENTERATO j W FLOOR FLOOR o 9 ` <br />I£ ACONDENSERS 00 i LEVEL �, I 55 <br />IkONCRETE PADS .•----•.....: LEVEL =(962.6) 2. -_ -_ <br />Q '' VERIFY LOC�ATi�N / PROPOSED =(962.6) L, 26.3 I Ln <br />ADDITION o <br />o / <br />20'X28" \ �3.74 BASN OOTASpAETERo / BLACK �j�,PR.OPOSEDL- <br />11 ING WA W SLAB ELEV 962.1 ={961.2) 12.3 ELECT METER <br />- \ OAK / "/ \ / c A 0.4 � <br />\ I 150' / / LOWER LEVEL 952.1 a 5.0 5. P I p <br />/ GARAGE N, ` <br />SET �3CK 9► f 957. JFLOOR�Yy 4 STRAW BAIT SED TRAP I <br />/L -ANE y°c - . .....1 . 8. 35.17 1� ; (961.0) ��F 1 ACROSS SIDEW� X <br />....... ..................... 75.1 ( ... r �` f7.� �' CONC. SIDEWALK ATOP OF \ r n <br />(vr�f' i., a ` WELL= <br />/ ASH 22"HACKBERR 1' ` 17.0 -' `'Lo`� �Oti (960.8) I <br />OA <br />Ng STING `' ��`es <br />�81TU OUS BITUMINOUS D •�c ITUMINOU <br />LATCH s�TO BE REPLACED /� T VE{? 40- _- �► <br />I / ORONO <br />-10" E 1 STONE WHITE DRAINAGE PROPOSED I <br />ASH L NCE 1Q"\ MAPLE IN �' BORDER OAK SILT FENCE <br />' 96 961.6 ROPSE �jAHACKY <br />� <br />STONE 1•S <br />10 Noilyvvq <br />., <br />INING WALL <br />RO MATCH EXISTlN 6" -_ - ` I ° GRADING <br />/ N I 1 396 � H ----_ \I �c SITE �� Al'i N <br />/ w I 610 �S 6' ELM 9 A�I�'.)_/14"4�OUtTidN <br />HACKB RRY /15" ELM I \. , V� : P T x <br />/ ( / HACKBERRY C ERRY i3" - ELDER ASH 13- `B0 I \ t tC" ) * r� -VISIONS <br />/ I 1s- s- ASH 10" DE\\ I �� ❑ Dl }SEL �1it(C <br />/ I / HACKBERR! Y ASH WONE 14" ASH 2" \ \ N BY <br />0" 7" o, a, HACKBERRY BOX 14" 14 \ I DATA. CO ^ C <br />I / ELM z c 7" ASH ELDER BOX ASH \ I p <br />I / ir 9" v y �" HACKBERRY / 10"x12" X 6• ELDER / � \ <br />.a - -- Xfl a <br />ASH 9" _ . A? ASH S z i X1,114 �• i- ASH i2. ELDER ASH p <br />✓ / <br />I / BOX ct ASH BOX 96 <br />�l <br />ELDER ....... ELDER <br />16' asH 8-4 � 12• PROPOSED <br />ELDER9" ELM o 12H E 9 <br />I / BOX Zc 6�cb SEPTIC SITE/ 6$ I <br />l� / N C}63 A511"! ASH 11• �' I <br />*ASH <br />965 <br />/ / S ,/ <br />NC I <br />I \ \ : SETbACK <br />/ I t STONE LINE I 9 <br />BORDt�R � - ` ,lj � -' 65 � � 5 � <br />SN <br />STONE <br />BORDER <br />\\ \ \\ \ \ NES <br />STONE P <br />�(� <br />Y \ BORDER \ ® 00 <br />TILITY �� <br />�•: •� '•E EMENTS': o ti � � - -$ �t "' / � v, <br />CIRCLE <br />o0 <br />P <br />�o <br />,� <br />LEGAL DESCRIPTION OF -PREMISES <br />Lot 3, Block 1, FRENCH CREEK <br />denotes iron on marker - <br />o deno r <br />908.3j : denotes existing spot elevation, mean sea level datum <br />_ <br />910.8 denotes proposed spot elevation, mean sea level datum <br />- <br />---.917 -=-: denotes existing contour line, mean sea level datum <br />904 denotes proposed -contour line, mean. sea level- datum - <br />Bearings shown. are based upon an, assumed datum. <br />Totallot area _ 68,030 sq., ft., all dry. <br />This survey shows the boundaries of. the above described property,- the. - <br />xi e the location of all visible hardcover and <br />location of - ane sting house,: <br />dio atIOn of a . o osed addition thereon.. It does no -- <br />purport propose <br />n r .a hments <br />to show an other. _ .. im rovements : or e c o c <br />Y P <br />GRONBERG Et ASSOCIATES, INC. <br />- <br />REVISIONS <br />DESIGNED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT <br />PREPARED BY ME UNDER DIRECT SUPERVISION AND <br />PROJECT <br />E <br />1-26-06 <br />DATE BY REMARKS <br />WAS OR -MY <br />THAT I AM A DULY LICENSED PROFFESIONAL ENGIEER AND LAND <br />SCALE <br />2-17-06 ECD 150' SETBACK SHOWN; TOTAL LOTAREA ADDED TO CERTIFICATION _ _. <br />DRAWN <br />SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />1 "=20� <br />- <br />-Civil Engine Land Su <br />Engineers La rveyors; Land Planners <br />3-15-06 : - ADDITIONAL TOPOGRAPHY <br />ECD: <br />_ / ,. <br />,>ns No . <br />- <br />06 0290 <br />445 North` Wiliow _Drive, :Lon Lake, .MN 55356- <br />6-15-06 .: - EXISTS dt PROPOSED SEPTIC INFORMATION UPDATED. <br />1_4 CHEGKED .. <br />(� <br />tit �L� <br />---��'�: '-�. � <br />':. - <br />]SHEET <br />952-473 4'141 <br />- <br />Marfc.S. Gronherg MN Llc. No.. -12755 Date. <br />� <br />, <br />