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$ 8`16.26
<br />R
<br />------I-- BENCH IONK8SA 26ARY MANHOLE COVER
<br />IIDN� T I F I C AT
<br />INVERT ELEVATION=799.16 8C 0 F SURV Y
<br />\
<br />I N \
<br />w a 1
<br />U 1 A �'A ,
<br />o w \ \ �\\ \
<br />N ( \\ �. \--------------------------------------------------- ___
<br />\ __ _ r\ I n 1 r- /� 1 r- n 1
<br />L_ L- I V I V 6
<br />Zi `\ i �\------'------------- -- 817.06 (N64°19 30 W DESCRIBED)
<br />M I / \\ ( \\ * 816.58 816.67----______________ ' »
<br />____ 63`37 51 817.18 ,� + 816.64
<br />I
<br />GO
<br />1 815.89 I 816.52
<br />! ` ' " IRON PIPE
<br />\ 177.84 N63 37 51 W
<br />1 \\ IRON PIPE i \` /
<br />- pH I 815.61 \ � \ 3/4 INCH e1s.s2
<br />I `\ 9" ASH 6" ASH 816.46 \ 816.48 /
<br />I OFiW- \ RLS 18213 , � a,s.1a � r
<br />I T I T GUY WIRE 8161 COTTONWOOD I
<br />1 816.27 8,s.49 815.98 + 816.15 14" POPLAR 12" POPLAR 7" ELM
<br />I I 815.88 `� 816.19 ---_ " 14" POPLAR l� 9" ELM- /--- N
<br />TW 18" ELM �- _
<br />816.25 14 POPLAR }----___ I
<br />\ Y� 14" POPLAR / TWIN 15" I 1813.ss
<br />817.04 1 ' i \\ /,' �- 815.93 \\ �' & 6" ELM 815.68 COTTONWOOD I j
<br />20" POPLAR I I l
<br />SOUTHEAST CORNER OF LOT 6 10" ELM I
<br />+ 815.46 \
<br />815.72 \ I I \
<br />11 -TELECOM PEDESTAL
<br />I
<br />1 0 I 1 \ I I
<br />0 I I I \\
<br />� I I � 815.62
<br />LLI 1 \
<br />GRAPHIC SCALE
<br />LLJ
<br />[n I I
<br />O I
<br />Z I F S INV=814.54 I \ I I \
<br />\
<br />I \
<br />I \\ I I \\ 10 0 5 10 20 40
<br />O I I 81�Sk _j
<br />I I \\ I 9" POPLAR I \\
<br />Co I 2 F-
<br />ls1ya C/ i I 815.62\\` IN FEET
<br />815.37 I 1 1 inch = 10 ft.
<br />I N I \
<br />816.92 N 0 j / ``�\ 616.05 x 1 / i \\
<br />I I--------- 816----- ��� / O \
<br />1 816.42 --- j / 815.94 �- 814.10 \\\
<br />- -- 816.26 i 815.95 \
<br />I
<br />j f' I / � / 1-814.10 \\
<br />I �
<br />1\\ 815.88 I I F_\ I - I - / \ r \ J / / / I I r \ r \ I / 814.78 \`\
<br />I\I I
<br />LJ LJ I V 1 1 N 1 V \/ I �/ �/ // 30" ELM \
<br />\
<br />1 LO \I / 814.68 `\ % / � 814.09
<br />I
<br />60 Z N i X 815.32 815.16 �- 815.47 815.47 / GUY
<br />814.40 \\ %
<br />I J 1 814.43 \ /
<br />Nvo
<br />a- I 6 \ /
<br />/ 1 814.72Y
<br />I
<br />0 H -----SANITARY SERVICE 4"PVC (RECORD DRAWINGS) / '� ENE 0 / 1
<br />II ss INVERT 804.14f WITH 7 FT RISER (FIELD VERIFY) OF LSO��N
<br />I O
<br />\ I
<br />I = _W WATER SERVICE (RECORD DRAWINGS) \,�N ENE i�
<br />\ I
<br />I \ /
<br />1 INCH COPPER NOR�N��\NG
<br />I c0
<br />�815.03
<br />I U
<br />I 2 I /�� � 1
<br />1 EL=815.12 �814.76 1 \ �s
<br />� � 1 1 `\ 814.74
<br />z 10
<br />1 i 1 \ / I
<br />1
<br />00 N O 814.95 11 \\ 814.00 /
<br />1 U 0D / 11 815.13 \ \ 11 y- 813.71 ` 30" BOX
<br />`�\ D ELDER
<br />N a W 11
<br />\ \ �\ PIPE I
<br />O c 1 \\
<br />\ I
<br />CAPPED � I
<br />\ EL=814.90
<br />I
<br />I 00 \ \ I X 814.90 ` \ ' �c 814.00
<br />: w 1 � U , \ . \
<br />I
<br />j (N _j 0 W X 815.32 \ \ \`� \`- ------- _ \\ Y
<br />�-------- --- -� --- SOUTHWEST CORNER OF LOT 6 \\\
<br />Q X o ALSO BEING THE NORTHWEST CORNER OF LOT 7 \\\\8 +a13.so \\
<br />1 w _z
<br />I ' F--- i \ \------- \\ S
<br />I I _
<br />os
<br />1 /
<br />815.02 \� \\ 4-813.87
<br />816.93 j 8" ELM \\ \\
<br />(� 20 y- 815.25 813.15 \\
<br />815.78 �js1.814.89 \\ 814.20
<br />I �
<br />FES INV 813.90
<br />I I --I-f� �815.75 Y-815.48 \\ X814.13 /
<br />814.36 \ jLLJ
<br />I w l j I fn N \\ 11" POPLAR
<br />D I N
<br />� I I \
<br />\ C7 / \\
<br />0; , I \
<br />N � i \ \ \ 8" ELM / \\
<br />F- I I \
<br />\ / \
<br />I \ /
<br />m i I I \
<br />/
<br />\ \ / 813.57
<br />1 1 ab \\ 815.32
<br />r \ \
<br />I� It 813.55
<br />I \ \ \ \ 6" ASH
<br />ppsm
<br />/
<br />817.15 j I \ 815.13 \ \ \ IRON PIPE
<br />I 1 I �815.53 _�-__ /
<br />814.93 �815.16 �� �815.53 -- 815.32 \\� 3 4 INCH 913.49
<br />Ej Li-_
<br />�_ ----- 813.34815---- _ 814.97814.97 814.42
<br />815.22 J
<br />814.71 / _ 814.89
<br />,
<br />-- -- 1
<br />L E G E N D I 1 �RON PIPE -__ -
<br />' ' I °� � 15"RCP INVERT---� TOP STRUCTURE ELEVATION=814.15 +Sta.53 ___-__814____-_____
<br />/ RLS 41578 ----------------------. -->-----------------------------+8,4.,z_---------------------- ----- EASTERLY LINE OF LOT 7------
<br />ELEVATION=813.33 BOTTOM STRUCTURE ELEVATION=811.39
<br />O DENOTES 12 INCH COMMON SPIKE SET WITH I --I*- ,, S63 48 04 E 250.49 ____-----12.47 ----------------___ \
<br />�------ 8" ORIFICE INVERT ,,-'��---------------813------------- __-------------- + a1z.a7--'------------------------ - _ - I
<br />WASHER STAMPED RLS 16464 OR AS NOTED. I ------ STM els.oa ----- __---
<br />813.77
<br />• STM ELEVATION-812.08 -----_---� 812.4s ----- ,,-' ----
<br />15"RCP - (t siz-so--------------------------------- _ ----- 812.73-------------- - siz.,a
<br />DENOTES IRON MONUMENT FOUND I STM /------- --- _-- - �812.15 +a,z.24
<br />SIZE, TYPE, & R.L.S. AS NOTED. I u0 ram.-----816,--`- 815.87 ha i --'---------'-----------------813----------___-- +e1z.3s ,,, __ --- \
<br />___
<br />X xxx.xx DENOTES EXISTING SPOT ELEVATION o I ------ ( �r- ----_b Al__--- --------�--__ + 812.46 ,--',----------------------- ---__- - - - - - - - - - - - - - - - - - - - - - e12.15 \
<br />I '\ I I ---- FES INVERT - - '` 1------
<br />--- XXX ---- DENOTES EXISTING GRADE CONTOUR ---- ---------________ x'a,aza___ SOUTHEASTERLY CORNER OF LOT 7-----------
<br />� I I \`\ 1 c_� i ELEVATION=812.54---�-'�------------814----------------- _,'-'_ � - - -� ---�- \ �
<br />-c-DENOTES UNDERGROUND GAS LINE uoj O I I `\ STM I 1 --- ---_ -' _____ -- --- ,�a,3.,s ---_ __-_-_--
<br />- w -DENOTES WATER MAIN OR SERVICE N w I i L ` _ _ _ J J _ _ _ _ - - - - - - - - - - - - - - - _ - _ \--------------------------------- - - --------------- \ \ \ \ -'---------- \.
<br />J I -----8 ---- - -
<br />-ss-DENOTES SANITARY SEWER OR SERVICE _______ 5 0 \-_________________--- -------------__ __ ---- - J,�� ,, CONCRETE CURB -
<br />-sna-DENOTES STORM SEWER OR SERVICE `� > ` �� j 817.3397 1--------- -- - __
<br />0 DENOTES CHAIN -LINK FENCE � \\ �l+ a,7.39 a,7.2, ________
<br />------------------------- a,s.94------------------816--------------
<br />0 DENOTES WOOD FENCE \ 1 * r 5-0 CONCRETE CURB 816.57 ---------------------- �%�
<br />© DENOTES TELECOM PEDESTAL w M BITUMINOUS PARKING LOT 816.45
<br />------- .51
<br />QT DENOTES TELECOM MANHOLE `\� ; m 816.58 0 \.°\
<br />STORM SEWER MANHOLE COVER
<br />RIM=817.29 ---�
<br />INVERT=813.2t RECORD
<br />DRAWINGS (FIELD VERIFY)
<br />OH W
<br />OH W
<br />M
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<br />a-
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<br />a-
<br />U
<br />00
<br />F 817.29
<br />a
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<br />fn
<br />OD
<br />DENOTES
<br />STORM SEWER MANHOLE
<br />�� \`\
<br />; �
<br />1 U
<br />Legal Description: ( WtDeed) (Warranty ee
<br />S PP
<br />O
<br />DENOTES
<br />SANITARY SEWER MANHOLE
<br />STM
<br />g
<br />DENOTES
<br />WATER VALVE
<br />i
<br />i w
<br />art of Lots 6 and 7, AUDITOR'S SUBDIVISION N0. 100, Anoka Count ,
<br />That p y
<br />y g y gpv
<br />Minnesota, 11n Norther) of the following described line:
<br />Ca,
<br />DENOTES
<br />UTILITY POLE
<br />13.07 I
<br />i v
<br />z
<br />Beginning at a point on the Easterly line of and 20 feet Northerly from the
<br />Southeast corner of said Lot 7; thence Northwesterly to a point on the
<br />V
<br />DENOTES
<br />GUY ANCHOR
<br />FES INVERT
<br />00
<br />Westerly line of said Lot 7, said point being 150 feet Northeasterly from the Southwesterly corner of said Lot 7 (as measured along said Westerly line) 816.69
<br />OHW
<br />DENOTES
<br />OVERHEAD UTILITY WIRES
<br />ELEVATION=813.07
<br />and there terminating;
<br />T -
<br />DENOTES
<br />UNDERGROUND TELEPHONE LINE
<br />AND lying Southerly of a line drawn from the Southeast corner of said Lot
<br />6, at an angle of 64 degrees, 19 minutes 30 seconds, measured from North
<br />.69
<br />DENOTES
<br />FIRE HYDRANT
<br />to West, to the Westerly line of said Lot 6, and there terminating;
<br />BASIS OF BEARINGS: ASSUMED
<br />SITE ADDRESS: 7910 LAKE DRIVE, LINO LAKES, MN 55014
<br />DENOTES
<br />CONCRETE SURFACE
<br />81744�
<br />EXCEPTING therefrom, on all above, any part lying within the plat of Anoka
<br />County Highway Right of Way Plat No. 17.
<br />TOTAL AREA: 30,480 SQ. FT OR 0.70 ACRES
<br />---SOUTHWESTERLY CORNER OF LOT 7
<br />\\ 814.38
<br />\
<br />
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