|
71ng0 lfa.YoLw Ave-
<br />ZcoRo Cgw[�nc�A-u�-- 2613- 41b52
<br />N 2W Nkuu
<br />-
<br />KEMPER & ASSOCIATES INC.
<br />PROPOSED SITE & GRADING PLAN OF
<br />DANIA memo
<br />flullucut- I
<br />PROFESSIONAL LAND SURVEYORS
<br />721 OLD HIGHWAY 8 N.W.
<br />NEW BRIGHTON,6511-6311-0350TH 55112
<br />THE LIBL ANL4 f
<br />;i -'
<br />0 10 20
<br />1 INCH EQUALS 20 FEET
<br />FAX 651-631-8805
<br />-ESIDLNCE
<br />Ai
<br />BASIS FOR BEARINGS:
<br />HENNEPIN COUNTY
<br />email: kemper@pro-ns.net
<br />www.kempersurveys.com
<br />r3
<br />+� __�t
<br />i7 $ -- -
<br />COORDINATE SYSTEM
<br />(NAD 83, 1996)
<br />2690 C AVENUE
<br />(VIA REAL TIME GPS
<br />MEASUREMENTS UTILIZING
<br />I "i �� �t "` i' � , t `t ` �, � ' " -r
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<br />a ` t
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />VRS NETWORK)
<br />SECTION 20, T117N, R23W
<br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOT
<br />A
<br />_ ~�
<br />BASIS FOR ELEVATION:
<br />NEAR W TERLYRMANHOLE
<br />S PROPERTY
<br />FRONT OF PROPOSED RESIDENCE
<br />LINE.
<br />INVERT ELEV.=927.00
<br />ri
<br />•'"`" tacar� T r '� '-
<br />(SEE LEGAL DESGRIPTlON BELOW)
<br />(AS PER CITY OF ORONO
<br />- •
<br />�. al
<br />PUBLIC WORKS DEPT.)
<br />CONTOUR INTERVAL=1 FOOT
<br />b
<br />*y
<br />\ \
<br />LEGAL DESCRIPTION
<br />s`q
<br />\ \\
<br />NOTE: PROPOSED HOUSE DIMENSIONS �\
<br />SHOWN ARE TO THE EXTERIOR FACE \ \\
<br />CERTIFICATE OF TITLE NO. 1317142
<br />Lots 1, 2 and those parts of Lots 3 and 23
<br />\
<br />OF THE CONCRETE FOUNDATION WALLS. \ LAKE MINNETONKA
<br />SANITARY SEWER EASEMENT
<br />and of the vacated aIle lying Northeasters y
<br />Lot
<br />y.
<br />+ } ` :� "\
<br />* F
<br />� � � �. `• � ''`- �'�`
<br />°: "y`
<br />THE MAIN FLOOR WALL STUDS 929 \
<br />OVERHANG THE FOUNDATION BY TWO �\ \ CARMAN BAY
<br />INCHES, EXCEPT AT LOWER LEVEL \
<br />WALKOUTS AND MAIN LEVEL FRONT 930\ 9 \ v
<br />PORCH STOOP. (AS STATED ON HOUSE \ \�
<br />PLANS BY SHARRATT DESIGN & CO. �
<br />\
<br />ORDINARY HIGH WATER LEVEL=929.4
<br />HIGHEST RECORDED ELEV.=930.52(09/07/2002)
<br />DOCUMENT NO. 854318
<br />A. Grantors' Premises
<br />Lots one 1(and Two 2 and those arts of
<br />Lots Three 3) and Tw nty-three (23) and of
<br />vacated alley lying Northeasterly of Lot Twenty-
<br />three (23), lying Northwesterly of a line drawn
<br />of 23, lying Northwesterly of a line
<br />drawn parallel with and distant 60 feet
<br />Southeasterly of the Northwesterly line of
<br />said Lot 23 and the same extended,
<br />.,
<br />"WeSSeIIS Subdivision of Spring Park Lots
<br />, ;
<br />-., °• I
<br />�' �"'
<br />A�
<br />DATED 09/06/2013). DIMENSIONS 1
<br />BETWEEN THE PROPOSED HOUSE AND \ a^
<br />LOWEST RECORDED ELEV=921.78 (12/16/1937)
<br />parallel with and distant 60 feet Southeaster) y
<br />of the Northwesterly line of said Lot Twenty-
<br />three (23) and the same extended, Wessel's
<br />NOTE: DISTRICT COURT ORDER DOC. NO.
<br />428973 DEFINES THE NORTHWESTERLY
<br />':u is
<br />THE LINES ARE TO SAID \
<br />(NGVD 29 ELEVATIONS AS PER MINNESOTA
<br />Subdivision Spring Park Lots.
<br />BOUNDARY LINE OF THE SUBJECT
<br />yrs . m v
<br />a t
<br />k
<br />�*.„
<br />PROPERTY / ��
<br />x929.95 V O
<br />MAIN LEVEL WALL STUD OVERHANG. \ o
<br />FOUND 2.,
<br />o O SHORELINE
<br />_ \
<br />rn IRON PIPE / my \ (09/06/2011)
<br />DEPARTMENT OF NATURAL RESOURCES
<br />"LAKE FINDER" WEBSITE )
<br />of
<br />Util ty E semen{ to Perpetual Underground
<br />y
<br />That
<br />PROPERTY AS FOLLOWS:
<br />Commencing at a point on a Northwesterly
<br />'^ _" ;',,,.•'""` � +
<br />`
<br />^''�' 0.24 FOOT WESTERL � 27 \
<br />^ OF PROPERTY LINE p / 00 - \ \
<br />100 -YEAR FLOOD
<br />part of property described above as
<br />Grantors' Premises, lying within 10 feet on
<br />each the fall described
<br />extension Of the Southwesterly line of
<br />Lot 23, said Wessel's Subdivision of Spring
<br />x
<br />WATER ELEV.=
<br />X930.48 / \� LP \SFR \ 928.70
<br />\/p
<br />side centerline:
<br />= ELEV.=931 (NGVD 29) e oowing-
<br />AS PER FEMA MAP Commencing at the most Southerly corner of
<br />__ ( ) said Tract A, Registered Land Survey No. 115,
<br />Park Lots,
<br />S, distant 16.65 feet Northwester) ,}�
<br />of the Southwesterly corner of said Lot 23
<br />VICINITY MAP
<br />` R \ \ (09/06/2011)
<br />/ \ ��
<br />7\ , \ qp
<br />____ _
<br />/ a
<br />--- ---__ \
<br />files of Registrar of Titles, County of Hennepin;
<br />thence Northeasterly along the southeasterly
<br />(which point IS On the Southeasterly line Of
<br />(NO SCALE)
<br />/ �� ,
<br />( FOUND 1" / `� `
<br />\\ \
<br />line of said Tract A a distance of 173.5 feet
<br />to the point of beginning of the centerline
<br />Tract A, Registered Land Survey
<br />9 y No. 115,
<br />Files of Registrar of Titles, County of
<br />/ IRON PIPE / �\ \
<br />\
<br />a\
<br />being described; thence deflecting right 80.20'
<br />distance 247
<br />Hennepin) thence Northeasterly along the
<br />ZONING REQUIREMENTS
<br />/ / 0.52 FOOT EASTERILY \
<br />OF PROPERTY LI �9� \� '�
<br />/930.20X / ORDINARY \ 4 \�
<br />s2s-
<br />/ \\
<br />a of feet, and there ending,
<br />Southeasterly line of said Tract A, to the
<br />shore of Cayman's Bay, Lake Minnetonka,
<br />ZONED LR -1C - ONE -FAMILY LAKES RE RESIDENTIAL
<br />HO L DISTRICT
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT
<br />SUBJECT TO FLOODPLAIN MANAGEMENT
<br />/ HIGH WATER �-
<br />/ � � �
<br />/ LEVEL929.4 \
<br />/ % / ( ) �$ 73•
<br />\��2g 0626„
<br />/
<br />\\
<br />- -'-- `
<br />i
<br />\929
<br />\
<br />\e\�
<br />\
<br />at a point 21 feet, more Or less,
<br />Northwesterly from the Northwesterly line
<br />of Lot 1, said Wessel's Subdivision Of
<br />SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT
<br />/ ��
<br />\
<br />/ 4,
<br />� \
<br />Spring Park Lots.
<br />MINIMUM LOT AREA - 0.5 ACRE
<br />MINIMUM LOT WIDTH - 100 FEET
<br />MAXIMUM LOT COVERAGE - 159 BY STRUCTURES
<br />//
<br />��^ / % 10 LP \\ �`
<br />NQ• iA / / ° 'A, Or ' .-�
<br />�• RLS 0025 / LINE DESCRIBED "Q CONC. SO
<br />(RAC 20-111-2.3-�� ER JR / / // DISTRICT COURT�DER PAD SURVEY
<br />PID ER: Np Y P DOC. NO. 428973 {�� / [� LINE
<br />`
<br />10 / / ,
<br />929
<br />20 \� /
<br />-�. � �30ULDER
<br />`\ \ \
<br />HARDCOVER RESTRICTION ZONE:
<br />/� � DWN J
<br />/ NOTE: DIRECT 1 \ J
<br />/
<br />DEAD END �h SWALE AWAY 1 J�//�
<br />�- --�_ RIP -RAP
<br />NOTE: THE SHORELAND MANAGEMENT
<br />WITHIN 75 FEET OF THE ORDINARY HIGH WATER LEVEL ORDINANCE STATES: 'NO PRINCIPAL OR
<br />(OHWL) OF ANY LAKE OR TRIBUTARY, AND WITHIN ANY ACCESSORY STRUCTURE SHALL BE
<br />BLUFF OF SHORE IMPACT ZONE, NO HARDCOVER SHALL LOCATED CLOSER TO THE LAKESHORE
<br />MAN OLE / MANHOL - ` % \Y/ n (.fR
<br />�qy �\ I /� / V v®
<br />` 3. P C \ 100 -YEAR
<br />F I V Np NORTHWESTERLY 0,1
<br />NORTHWESTERLY
<br />LINE OF LOT 2 �� \9
<br />\ 3p
<br />\,
<br />\ \
<br />\
<br />BE PLACED, LOCATED OR CONSTRUCTED, EXCEPT FOR THAN THE AVERAGE DISTANCE FROM THE
<br />DRIVEWAYS, STAIRWAYS, LIFTS, LANDINGS AND SHORELINE OF EXISTING RESIDENCE
<br />LOCKBOXES AS REGULATED BY THE SHORELAND BUILDINGS ON ADJACENT LOTS; EXCEPT
<br />OVERLAY DISTRICT THAT THIS DOES NOT APPLY TO
<br />p, / FLOOD ELEV. 3 0 V/ A '
<br /><� I 32 2 SNE OF LOT 1 (931.0) _ 24-On`O ®/l/
<br />F / 23- i YYY
<br />O'f' > I 93 \ ZO-117 ` ®�
<br />3 IM 932.71 \ PID # SOUTHEASTERLY \
<br />\
<br />��
<br />OF
<br />LPA
<br />\
<br />�, - /
<br />AREA SUMMARY
<br />PROPERTY AREA = ±28,994 SQ. FT. OR ±0.67 ACRES
<br />STAIRWAYS, LIFTS, LANDINGS AND
<br />NOTE: INS .4 L D Ch �` /INV 927.00 \� �\ LINE OF LOT 1 / `
<br />rHECKS IN W ES \ \ 20.
<br />/ \ay \
<br />x930.12
<br />(TO ORDINARY HIGH WATER LEVEL)
<br />MAXIMUM HARDCOVER - 25% OF THE GROSS LOT AREA LOCKBOXES. FURTHER, THE AVERAGE
<br />(TIER 1 PARCELS) LAKESHORE SETBACK SHALL APPLY ONLY
<br />TO CLASSIFIED LAKES AND SHALL NOT
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET APPLY TO TRIBUTARIES. THE AVERAGE
<br />LAKESHORE SETBACK LINE SHALL BEA
<br />i
<br />\
<br />��, ALONG PRD R LI r %Oy' (OOCSAlV1 \� n
<br />OZ AS NECE A 1' 93 9 �SF� u4i, YSB �s 8' VCP \ /
<br />0�F \� P /�iJSED f3 6gOk �0 BSFg3 \ SANITARY �fj� LLL--
<br />c�A 9 � / TA \ SEWER E 3f8) flyT \ SEWER v\
<br />-
<br />y
<br />/
<br />0
<br />v -�/ / Y �a \
<br />/ \
<br />/ \
<br />/
<br />\
<br />PROPOSED HOUSE &GARAGE FOOTPRINT =
<br />3,762 SQ. FT.
<br />BUILDING SETBACKS: STRAIGHT LINE CONNECTING THE MOST
<br />_ CONNECTING THE MOST LAKEWARD
<br />FRONT 30 FEET
<br />PROTRUSIONS OF THE RESIDENCE
<br />SIDE - 10 FEET ON IMMEDIATELY
<br />9
<br />q 9 �/� �'S WAL S LDCATIO PER 9Sj SOUTHEASTERLY i
<br />�p �O ,\� 3 2f' 0 NO ^� \ LINE OF LOT 2
<br />C}�Y
<br />Q�g�` pJo,� � g 9 83 / sr PUI3LIC WORK PROPOSED 3' SS NOTE: SURVEYOR TO STAKE EASEMENT LINE. \
<br />J! RETAINING /
<br />/
<br />\
<br />PROPOSED FRONT PORCH, STEPS & PLANTERS =
<br />159 S , F ,
<br />Q T
<br />PROPOSED LOWER LEVEL PATIO 111 SQ.
<br />BUILDINGS THE
<br />ORDINARY HIGH WATER LEVEL - 75 FEET ADJACENT LAKESHORE LOTS."
<br />g� i9 Q� PROPOSED RETAINING WALL
<br />F�Q�J pl 937 \ ALL ENCROACH ONTO THE SANITARY
<br />� , TOP/ 1 TOP OF WALL 936 0� EASEMENT '\
<br />`='+
<br />SHALL NOT i x930.42
<br />SEWER \ /
<br />i -
<br />\ \
<br />= FT.
<br />PROPOSED MAIN LEVEL PATIO = 413 SQ. FT.
<br />(AS PER CITY OF ORONO ZONING CODE)
<br />co � BOTTOM 9 .5 � BOTTOM 933 �
<br />6.46 V
<br />N Q ! ro \
<br />OVERHANG 93 MAXIMUM N
<br />0 40" M LE 939 8 ^ SS
<br />-931� /
<br />1� A -
<br />\ - / NORTHWESTERLY
<br />PROPOSED DRIVEWAY = 1,556 SQ. FT.
<br />G / / AVERA E o 2 31 SLOF1 932
<br />�
<br />•s � LAKESHORE � 3S 24700
<br />PEAR-- � / LINE OF LOT 3
<br />, `
<br />PROPOSED FRONT WALK = 55 SQ. FT.
<br />NOTE: THE FOLLOWING SHALL NOT 8E CONSIDERED TO BE
<br />ENCROACHMENTS ON YARD SETBACK REQUIREMENTS:
<br />sO�i.�Q�' I _ . \/ � � 94p ¢� \ �
<br />F`'� T 6 27" MAPLE SETBAC
<br />_oJ 4 / TOP 939
<br />932 /
<br />/
<br />LAKESIDE CONCRETE PAD = 12 SQ. FT.
<br />(1) CHIMNEYS, FLUES, BELT COURSES, LEADERS, SILLS,
<br />PILASTERS, LINTELS, ORNAMENTAL FEATURES,
<br />CORNICES, EAVES, GUTTERS, AND SIMILAR
<br />BUILDING ELEMENTS, PROVIDED THEY DO NOT
<br />G
<br />q G4 GP to / � BOTTOM 936.5 9 �'
<br />O F?..G,9c O�P� I rn i SeS �a 942 - 934 ur \, � �.-
<br />c'
<br />Qy ,1 1 P y`o / top 943 9
<br />''� 'sSA(® � .r NO SURE R GE / o+• O� � p,:� a'j 36
<br />933 S i \
<br />POPLAR \�
<br />93� \
<br />i �p
<br />� N
<br />,
<br />TOTAL PROPOSED IMPERVIOUS SURFACE COVERAGE _
<br />6,068 SQ. FT.
<br />(20.9% OF PROPERTY AREA TO ORDINARY HIGH
<br />EXTEND MORE THAN TWO FEET INTO A REQUIRED
<br />YARD.
<br />_ 3 ,
<br />F u O °' I ti / 6 A
<br />R TO ARD K AND OT oOq PROPOSED 2'-3' 935
<br />qA � TO A A CENT /
<br />1 \
<br />\ \
<br />,
<br />/
<br />P
<br />WATER LEVEL)
<br />(3) TERRACES, STEPS, UNCOVERED PORCHES, STOOPS
<br />OR SIMILAR STRUCTURES WHICH DO NOT
<br />o,
<br />4'4 m I rn PR PERTY G \ ASF RETAINING WALL TOP 946.4 -� - 936-x--=
<br />'y 9521 0 ? \ / 937
<br />n d BOTTOM 944 -
<br />PROPOSED s� -' -938
<br />„
<br />-'Q�j'� \� SS �\
<br />\
<br />�
<br />`
<br />PROPOSED BUILDING COVERAGE = 3,921 SQ. FT.
<br />EXTEND ABOVE THE HEIGHT OF THE GROUND
<br />FLOOR LEVEL OF THE PRINCIPAL BUILDING AND
<br />953.77 a 3 6
<br />o � � O �.•
<br />I LOWER L VEL ? PROPOSED PATIO `4 939
<br />". ° ° 940
<br />\
<br />\
<br />(13.5% OF PROPERTY AREA TO ORDINARY HIGH
<br />WATER LEVEL)
<br />EXTEND TO A DISTANCE OF NOT LESS THAN
<br />TWO FEET FROM ANY LOT LINE. WINDOW WELLS
<br />�• ELEV.-9 D6 8 ELEV.-946.8
<br />,sol // TOP 943.3 u' - 941
<br />9 0 �ev ,--' BO OM 940 44 O
<br />\ \ SSMH
<br />i RIM 931.59
<br />\ `��\ RECORD
<br />J\\\
<br />INCLUDING THOSE FOR FIRE EGRESS WHICH DO
<br />953.04 18' MA LE ? \ 9 0' A SW00 - 942
<br />^l
<br />/ /,
<br />\ i
<br />�"
<br />INV W 926.04
<br />RECORD INV S 926.00
<br />(SEE ATTACHED HARDCOVER
<br />NOT EXTEND MORE THAN FIVE FEET FROM THE
<br />BUILDING.
<br />g`1 3 PROPOSED
<br />J�� _ 44- -
<br />0 / oil /� MAIN LEVEL \ �_.. -
<br />ELEV.=947.83 r-' \ / 6" 9i5
<br />i
<br />i `\
<br />\
<br />N `
<br />o ,`
<br />CALCULATION WO ,
<br />WORKSHEETS)
<br />)
<br />• ��
<br />(4) IN SIDE OR REAR YARDS ONLY, BAYS OR
<br />CANTILEVERS NOT TO EXCEED A DEPTH OF TWO
<br />FEET NOR TO CONTAIN AN AGGREGATE AREA OF
<br />�h/ ^ ��
<br />/� \ _
<br />1 MAP E / ."' PROPOSED ;t. + a`O 946
<br />gUPP
<br />9��
<br />MORE THAN 20 SQUARE FEET. NOTE: SEVERAL SURVEY MONUMENTS / RESIDENCE cs'+ "' SP UCE NOTE: INSTALL DITCH p\D #20-1JEREMY
<br />FOUND TO THE WEST OF TRACT A, / / o \ y^� \� CHECKS IN SWALES OWNERS•
<br />_23_24-0034
<br />Row, -
<br />I
<br />(AS PER CITY OF ORONO ZONING CODE) RLS NO. 115 WERE UTILIZED TO 951:04 �� 3 0 - kro 9k1 ALONG PROPERTY LINES
<br />ESTABLISH0 "� /
<br />THE SOUTHEASTERLY g5 /� C � � AS NECESSARY
<br />LINE OF TRACT A, RLS NO. 115 a fu o �8 \ / 949.
<br />i
<br />�
<br />�I
<br />NOTE: RETAINING WALLS ARE EXCLUDED FROM
<br />9p� /
<br />OUTLSOUTHEA RLY 9Rs ORFO , PREVIIOUS NE F /
<br />`.. ^Y / o>
<br />'::
<br />i
<br />i
<br />I
<br />HARDCOVER CALCULATIONS (AS PER CITY OF
<br />ORONO ZONING CODE)
<br />FOUND 1/2-
<br />LEGEND IRON PIPE
<br />� . � G 0+ O
<br />LINE O 115CT A / OQC HOUSE / %Q �pY� o, Fi
<br />i
<br />-950- EXISTING CONTOUR LINE
<br />x945.40 EXISTING SPOT ELEVATION �\
<br />SSMH 0 SANITARY SEWER MANHOLE
<br />9 24 �� D
<br />PIVACY/
<br />ENCE
<br />948 p� /
<br />I
<br />6" SPRtJ'CE
<br />CB ® CATCH BASIN\
<br />\ � �
<br />FH U FIRE HYDRANT
<br />1 0
<br />�
<br />.947.80' 947.48 dOTE: IN � � `i , ;� \ / ^eF � �
<br />\ CHECKS ��/ PROPOSED .. /
<br />/ T
<br />ALONG P DRIVEWAY �q
<br />,
<br />NOTE: SEVERAL SURVEY MONUMENTS
<br />FOUND IN CARMANS BAY ADDITION -
<br />AND REGISTERED LAND SURVEY i
<br />I ,
<br />VOLUME SUMMARY
<br />CALCULATED CUT VOLUME BETWEEN PROPOSED AND
<br />\
<br />WV 0 WATER VALVE \
<br />\'I °�
<br />�-_ 947. 7 / / % 200 i �F��
<br />�/v ST OVERHANG ^
<br />NOS. 467 & 1451 WERE UTILIZED
<br />TO ESTABLISH HE NORTHWESTERLY
<br />T
<br />ORIGINAL SURFACES = 866 CUBIC YARDS
<br />PP} POWER POLE
<br />\
<br />CB / 'v r)
<br />RIM 946.526? g 7•66._ PROPOSED s o
<br />`i�jS� CB / F���
<br />LINE OF LOT 3 i
<br />CALCULATED FILL VOLUME BETWEEN PROPOSED AND
<br />TRFT TELEPHONE RISER \
<br />INV 943.D3 % .... GARAGE FLOOR
<br />ly IM 9 S .43-\ 4,
<br />705\ 947: 947.97 INV 942.2 916 % NORTHWESTERLY /' ELEV.=947.00 949.27 moo•
<br />ORIGINAL SURFACES = 409 CUBIC YARDS
<br />LP QJ LAMP POST
<br />EM[E] ELECTRIC METER
<br />\ j0 948 j' LINE OF LO7.23� :: i w
<br />�,(��>� 948A4 / 7 ,y gDrt \ F�'i'�, �r?���P
<br />\ �� / v O `0��0 ��p�
<br />\ Af pp 94� 4 48 y) . �c 9 9.95 S� Op G�e� Pe
<br />/ i i�
<br />OF ��
<br />BAL CE OF 457 CUBIC YARDS TO BE REMOVED
<br />FRO SITE VIA CAROLINE AVENUE, CASCO AVENUE,
<br />CAS POINT ROAD AND SHORELINE DRIVE TO
<br />GM© GAS METER
<br />V�
<br />32 � 946 � JP 0
<br />\ �C/C 948.44 90' :- , O g
<br />i �,
<br />SITE PLAN GRADING PL
<br />NU.S. IGHWAY 12.
<br />AC Q AIR CONDITIONER
<br />MB o MAIL BOX NOTE: UTILITIES SHOWN AS PER FIELD
<br />MEASUREMENTS TO ABOVE GROUND\
<br />- OH - OVERHEAD UTILITY LINES FEATURES AND EVIDENCE, AND
<br />\ �C/ P 948 �� 2�6) ^ �.0 Tf
<br />`C y 7 8 0" L \
<br />6 __-948 i
<br />y S` off' \
<br />6 0 4
<br />\ 9 S
<br />000 '
<br />i5D.3
<br />- -
<br />_ -_
<br />❑ APPROVED WIIKREVIIIONS
<br />O 0{SAP OV
<br />AVAILABLE UTILITY PLANS. ALL
<br />- SS - SANITARY SEWER UNDERGROUND UTILITY LOCATIONS TO
<br />BE VERIFIED THROUGH GOPHER STATE
<br />0
<br />SOU RL o 94 3
<br />\ 6 949 77 \ \
<br />C
<br />14 ORNE ^�
<br />D
<br />BY 11 ,
<br />- ST - STORM SEWER ONE -CALL (651-454-0002) PRIOR TO
<br />0�
<br />\ G 49A 0 OT 23 947 950.46 i
<br />DATE /-1/ 177
<br />- W - WATER MAIN/SERVICE ANY EXCAVATION OR CONSTRUCTION
<br />- G - GAS MAIN/SERVICE
<br />\ .'8 948 95J204
<br />9
<br />NOTE: BITUMINOUS CURB 6 49
<br />2S
<br />PREPARED FOR:
<br />ZIV LIBERMAN
<br />ENCROACHES ONTO \ 50 //2�
<br />2?4y
<br />2690 CAROLINE AVENUE
<br />- UT - UNDERGROUND TELEPHONE
<br />DENOTES DIMENSION
<br />SUBJECT PROPERTY A
<br />�t� 7
<br />2.9 XFEEM DISTANCE OF O 17 LINE PARALLEL WITH AND
<br />/ DISTANT 60 FEET
<br />�u .,.
<br />ORONO, MINNESOTA 55391
<br />NOTE: SEE ARCHITECTURAL PLANS
<br />952-471-2558
<br />BY SHARRATT DESIGN & COMPANY
<br />(M) MEASURED DURING THE6,
<br />COURSE OF THIS SURVEY
<br />SOUTHEASTERLY OF THE \
<br />68 . NORTHWESTERLY LINE OF
<br />\
<br />FOR PROPOSED HOUSE DETAILS
<br />WES SAMPSON
<br />90 LOT 23
<br />SHARRATT DESIGN & COMPANY
<br />DENOTES RECORD
<br />(R) DIMENSION AS PER PLATS
<br />_
<br />FLOODPLAIN NOTE: g5 12" MAPLE
<br />464 SECOND STREET, SUITE 100
<br />AND LEGAL DESCRIPTIONS
<br />NOTE: INSTALL PERIMETER SILT FENCE
<br />DENOTES SET SURVEY DOWN GRADIENT FROM ALL LAND
<br />• MONUMENT MARKED DISTURBING ACTIVITIES. INSTALL DITCH
<br />'KEMPER
<br />SUBJECT PROPERTY LIES WITHIN FLOOD ZONES "X" FOUND 1 2"
<br />s' DIP / �,
<br />(AREAS DETERMINED TO BE OUTSIDE THE 0.2% WATER \ ' \ IRON PIPE
<br />ANNUAL CHANCE FLOODPLAIN) AND 'AE" MAIN 851.3 .. ly.. S 6 S 45'22'13' E 2.14
<br />(SPECIAL FLOOD HAZARD AREAS SUBJECT TO MB PP 2S
<br />City of Orono
<br />EXCELSIOR, MINNESOTA 55331
<br />952-470-9750
<br />18407"
<br />CHECKS IN SWALES ALONG PROPERTY
<br />INUNDATION BY THE 19 ANNUAL CHANCE FLOOD; 952.52. . 952,�1?4•
<br />1-1/4" F
<br />945 PROPOSED CONTOUR LINE LINES AS NECESSARY UNTIL PERMANENT
<br />BASE FLOOD ELEVATIONS DETERMINED) 9h� 4\ Plannin & ZoningPlan Review
<br />ACCORDING TO THE FEDERAL EMERGENCY PLASTIC S6 / 9
<br />GAS MAIN
<br />-
<br />'gtltatlrl[lr1! �I/jr
<br />VEGETATION IS ESTABLISHED
<br />r� DENOTES DIRECTION OF
<br />PROPOSED DRAINAGE
<br />-- PROPOSED SILT FENCE
<br />MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP
<br />COMMUNITY PANEL NUMBER 27053C-0311 E, DATED ite Plan Review Date:
<br />SEPTEMBER 2, 2004, HENNEPIN COUNTY, MINNESOTA. 9.40
<br />THE BASE FLOOD ELEVATION FOR LAKE MINNETONKA � .
<br />FH
<br />��11f
<br />`�y�..+•••••��
<br />.•
<br />�'
<br />fO°i,° CERTIFICATION
<br />•• '•,� i HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />y
<br />IS SHOWN TO BE 931 (NGVD 29}. 53 952. 4 PPROVED+15.
<br />'
<br />•', OR REPORT WAS PREPARED
<br />TRM SITE BENCHMARK: Q PPR VED W4~�H PEVI NS n teS)
<br />BY A OR
<br />PRt1FESSl0i�a1.
<br />`, _ UNDER MY DIRECT SUPERVISION AND THAT
<br />RECEIVED un SiSRVEYflR _ I AM A DULY LICENSED PROFESSION4L LAND
<br />9TOP 54.140 (NG 29
<br />( ) O DENT D
<br />j1 0`0.0
<br />Staff:
<br />DEC17 2013
<br />SURVEYOR UNDER THE LAWS OF TH STATE
<br />w OF MINNESOTA.
<br />18407 �.
<br />0,
<br />�- r? o�
<br />CERTIFICATE �SURVh....*.*•••
<br />VIEW OF CARMAN BAY ON LAKE MINNETONKA
<br />ah ."►�'
<br />••����� L
<br />^ FOUND 1/2"
<br />IRON PIPE
<br />FROM 2690 CAROLINE AVENUE 2012 PHOTO
<br />( )
<br />4rl 1 I ®F ®f91®1�0 �j rn 1�
<br />CITYORONO �F ��� MARK D. KEMPER, PLS 18407
<br />/111111"lliqttt1��
<br />11151 (11151AR4.DWG) D.B. TODD HOLEN REVISED 12/11/2013
<br />�`� (RLS 202
<br />DATED THIS 12TH DAY OF DECEMBER. 2013
<br />KEMPER & ASSOCIATES, INC.
<br />ZcoRo Cgw[�nc�A-u�-- 2613- 41b52
<br />N 2W Nkuu
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