|
930.6C
<br />I / /
<br />/ 9C.6
<br />Q
<br />CB
<br />TOP=93
<br />O INV=926.4 .4 NE
<br />930.2 INV=926.3 SW SMH
<br />930.1 930. TC C TOP=930.4
<br />�I.I INV=925.95NSE,SW \��( x 931.0 �o6EN
<br />�G 0, � ��j� `yJ
<br />q�^ ,C S/ 25 58 ___ x 9 0.8 PEP
<br />9 154�C 2.ITC ��'/S ORP\NP�Ft O O NO � N 930.9
<br />1�'�0, 12. 8 -_?C ------- \�/6So931.6TTTCC BCj/�D/ �q �� �l
<br />\ oat j 929.6 929.1 \ ,\ o�;. \`3S8 , \ NC B/Vi 7h7
<br />s
<br />? WV % 930.6 x \/y 932.8
<br />929.3 \ TC g3o' TC 0 RAN 7NH=934 6 FT CHAIN Ii
<br />TC B-- �� is 2.� o LINK FENCE / "�-T-
<br />CBv1
<br />C ej TAM /2g o� 9 933.3 S4 21.50 4 W n
<br />No ,ry 1
<br />T 2 x C UGF\ LGC US \ T 932.4 933.0TIC
<br />932.7 > 932;1 TC _ s / �O
<br />99.2 9� /�/� 9 -93Y I�3 93 TC TC / 932.5 �
<br />/a'(V e��0 C�R/�/ S s \ 931. H s .3
<br />s2a.s F FR `' RAJ \ 9 ti
<br />TC 66 / '104 �Q\ \ Sex 931.2� C"
<br />O 4Ty �
<br />�O 0\�\ I \/
<br />�S4
<br />gyp!(\ 9 93/. STC s 0 9g\ 6jG TC2.a� xgo2g, j/
<br />2 7
<br />Z 928.8 X 0 932.E qRk CiC Cg30 N 930.4 15' ST S
<br />O \ I J x 932.7 \ \ mix 9�a2 BTL INV= 7.6 EDGE /-�'`
<br />\ 93 \ 928C . 27.9 CATTAILS �/ 1
<br />\ \ \ �s
<br />0] TOP=930.7 \
<br />Z I 12 x 932.6 \ BH \ \ / WATER ELEVATION
<br />\Q x � �
<br />C x 932.5 \ INV=927.5 NE,NW \\ 93p 07/22/2020=927.8
<br />� 3 �
<br />-y 9 8.1x \ \ 932.7 \ /928.5
<br />x 931� 928I
<br />a � °j � \ � TOp� 3 . � N�9gi I _
<br />.8
<br />l 923.6 INV=926.s SAN WILY LINE LOT 3, BLOCK 1,
<br />x 932.3
<br />x 932.a l
<br />TC I / \ 9325,,_-- Gc'G, \ x 928.0 I TOP=933.1 � � BALD EAGLE INDUSTRIAL
<br />927 9 1 \ Wygx 93 \ \ /928 2 x 930.8 INV=924.1 2 PARK 4TH ADDITION
<br />DRAINAGE/AND x931.s \ s3o.
<br />3 CiQj9�pq NNE Q 7g x932.5 UTILITY EA EMENT Asr x931.4 hy�
<br />927 2 ." d, N-' o J x 932.3 PER D NO. \ 930.2 S _
<br />CO -T44, � TC 2 .0 927.8 N 4q x 932.8 337 055 x 931.8 \\ � \' I 932.8 3 34.4 _
<br />J 'l I x 34 4
<br />�� I SEE UTILITY NOTE 5 SAN STC�j _ _
<br />N I 93 .2 x 934.2
<br />`^ ~SAN x 931.8 \ UGG x 1.7 932.9 s 934.6TC _
<br />x 932.5 x 932.0
<br />927.2 927.8 I TOP=927.6 / x 931.6 2.0 9\ ACC
<br />x 927.2 INV_34.6TC
<br />SAN G 927jy4/ 6 I c INV=921.1 NW x 932.4 \ 32.4933. S3/
<br />920.95 SE
<br />TOP=926.7 C INV=919.35 NE,SW x 932.5 \
<br />INV=921.0 TIC rvCID
<br />927.3 v N S x 931.9 I 932.8 g33 S" �� _
<br />��4 p, 9,1 C CB 9.43.0 4T p x 9�33�7 �/ 933.E
<br />(Gg292I 2 927.1 s%J 2�7. ' I / , x 932.0 TOP=932.5 \ 33.2 ��O STS 5Z� %� x 933.7
<br />T / 0j� GRg2 °L SIB I V x 932.E 1 x 931.8 INV=927.15NEw,SE \ 933.4 ND 93 3� x 934.1 /
<br />STA 2��/ N �L^^ /S//'CP �°i , P J x931.5 /A S 4 9C5.4
<br />ce �v ck_ S SMH x 932.4 \ x 931.E 931.7 / \ 933.5 CApj,�G 2TC \ �Q
<br />TOp-g22• � x 927.7 S TOP=932.2 � I ¢
<br />O DRAINAGE AND I 933.5
<br />INV=g23 g27 6 c� INV=924.55 NE,NW x 932.6 x �j /
<br />INV-g23. SE TC \ / CB \ \ ��\\ 8 6 ' 935.5 /
<br />932.1 ¢✓ III/// UTILITY EASEMENT
<br />4 S x 931.7 TOP=933// g �? GATE PER PLAT - 6
<br />TOP_ W CB I V x INV=929.2 SW 1.7 931 �C S 934.6TCFF� F x 934. C-11TR
<br />G 33.0 x 933.6 % RIPRAP ` C
<br />INV-g2370 c7 9 1 TOP=926.9 x 9$2.1 x s32.a / / g 03 SEE UTILITY NOTE 5
<br />INV-g23.Ig SW � � T INV=924.? SW x 932.3 I� x 931.9 � / J � 2 .5 9 RTy 934.9
<br />/ /J // / 9"',\\ 3g\\ ' 34. 0 933.6
<br />Ste" INV=923.65 NW / x 1.2 x 9 . x
<br />x
<br />STS` Q 927.8 xQ J 32.1 x 932.3 �x 931.9 x 931.9 x 932.2 / 2 0 \ 934. 935.3TC x 934.9 x 934.6
<br />a� / C x 931.7 \` \ \ I x 934.1 \ x 9:
<br />�L
<br />930.Z\ \
<br />\ 8 34, x 934.1 \
<br />CB `" ^ i s2 x s31.a s31.7 I / / / / #5 \ x 92 .1 \ \\ 81NK ENCFT IE 8 FT CHAIN I
<br />TOP=927.0 x 932.3 / g/
<br />INV=921.5 NE N x g 1� x x 933.4 x 34.5 / \
<br />INV=918.5 SW I / / 6 9 YD 934.8TC
<br />INV=918.55 NW / ' \ / I %933.0 J (yjj \ 9a \ \ LINK FENCE 933.3 I
<br />/ h x 927.7 x 92g3 `
<br />927.9 928. x �V - x 932, x 931.7
<br />\ I I / \ \ I\\ \93? _ L' � x 933.E
<br />TC 9 I l/ x 931.7 1 1 x 931.8 I I I \ & N C 43\4.0
<br />l 932. I x L- \\ xS29 0 x 928.1 \\\ \ R F x 934.1
<br />/ x 932.3 / \\\ % F x 933. I
<br />Q / / x 931.7
<br />x 928.1 x 92��3
<br />\ � � \ x s.
<br />/ \
<br />U� \ x 932.0 � / x 931.8 x 932. I \ x 930.7 x 930.6 \ �,� x 928.2 \
<br />32� x 933.5 x 3.9 \ 2\ \
<br />// � \ \ \ DRAINAGE AND �� \ � 933.�TC x932.5 I \ / I 933.2
<br />l ' x932.1 / x933.2 I UTILrTY E-PiSEMENT ' �92s. �\
<br />�j x 931.9 \ x 928 2 "�� I l
<br />s2s.l � N � I � -- � �/ x s3o.s OC. N6- \ V
<br />TC 931.7 \ \
<br />x 931.9 SB x 931.8 x 932.3 x g�314 3374 x 929.2 g STC 93��
<br />x 931.8 / \ _93��
<br />933.9 x �\ \ 33,4 933.ITC /� 932.2 932.0 x 933.
<br />x 931.E
<br />ALP
<br />ad / x 932. I x 932.0 934.8 x \ \ \\�EDGE OF
<br />/ x 931.7 935. I \ \
<br />x 929.7 \ \ TC x 931.7
<br />2. / �g32,2_ \ 9 \\ 32.7 93. CATTAILS
<br />I / x 934.0� -x9�8 a 934 8 \ \ \_�
<br />933.0 x g33.5 /
<br />O / x 931.7 x �- �� �� \ \ x \ \ x 929. \ 93 930.9
<br />� t< x � 932.5 /
<br />/ I / -� �4_ \\_ \ 3 0 \ \ X 932.9 x 4.0
<br />928.2 0ti I - / / / / / / _
<br />TC x 934. I _= x 35.3 \ .8
<br />M I x 9/ I / / / I r-- \ �� \ x 9S2.5 \ \
<br />I I\ �I �� \g6� \� \ 934.7 \
<br />I I 931. x 932.4 934.E x x �3 �x�9 3.8 4 \ \ ��
<br />x 931.8 x 931.8 x 932.0 I / / \ \ \ \ \ '�� \ �� 610 931.9
<br />\ \ \ x 933.8 \ _ RLS 12282
<br />/ x 93� 8 y� x x 933 \ _
<br />T✓� / / 933.2 x 934.4 x 934.3 3.4� 953.5� _� \ \ 934.0
<br />_ _
<br />x 2a.5 / % \ x 933.E x 933.6-'�\FiVC � �o .
<br />x932.1 x932.8 x 934.5x \� \\� ��� x_% pR��OpRr� ii
<br />I M\ x 934.1
<br />/ 934.4 .2\\ �2 �� / / \ VN� x 9A4.4 93 934.8
<br />/ �� 3. J// /� x 4. 34 3
<br />x 931.9 \ \ \ /
<br />x 931.8 I \\ -�-9
<br />928.5 -
<br />TC
<br />934.2 x \\ � � � / �x 934.7
<br />U I x 931.9 I x 932.4 x 934.
<br />I / / ��4= �// \\ 6
<br />x 931.8 1 / ` I x �32.0 � \r933-fr- � \ �
<br />14 I� / x x
<br />x 931.9 / x 934.5 �34.3 935.1 x 934.1 0,".0 - -
<br />x 93 . 1 \ *SB
<br />k� 934.0 x 934.5 n I \
<br />` x 933.4 x 934.5 / 934.2 x x 934.7
<br />x 287 / xp31.9
<br />CID x 931.9 x 931.8
<br />9 TC Ll l N I x 931.8 I-
<br />x�33.0- 934.I
<br />Q ' � / x 933.7 x 933.6 xZJ33_8 \
<br />I �7 / \ x 933 9
<br />x 931.5 x 931I x 933.7 \ / x 934.3
<br />/ I x 931.6 I 1 -=934
<br />x 931.6 x g33.3
<br />I934.1x 9 x 933.8
<br />2 x 932. I x 933.4 x 934. I x x 933.3 Z
<br />� 93 0 x 931.2 x 931.6
<br />x33.8/ / O 934.6
<br />x 928.9 x 931.6 cp ( Q 0 M N 2 C'w "V
<br />T I x
<br />933.6
<br />J -
<br />n` Q
<br />I� � x 933.6 x 934. I m Q �
<br />929.0 �- x 933.5 j
<br />TC x 931.3 x 9 .9 /\ x 933.0 I
<br />x 931.5 x 931I9 ��/ I / x 934.0 M
<br />' x 931.7 / I \ / Y 00 /t
<br />x 931.5 x'g33,4
<br />V'I t / 30.7 1 1 I I x 933. I U
<br />~ I ' x 931.5 x x 931.7 I I I x 934. I x 934.0 x x 933.9 / O / O x
<br />d 931.8 Imo// `� 933.2 x 934,2 0 / 935.0
<br />O LtiY j I I x 932.4 I / / / / m Q 934. C�
<br />�m D~ /rn`V\ �3 V 933.9 / x O _j/
<br />� Q O / I J / x 931.8 x 9 2.0 I x 933.s x 933.5 � �
<br />Z _, \ /928.9 DRAINAGE AND / x 933.6 933.8 J Q
<br />a ^ �o / - UTILITY EASEMENT 931.8x ` x 933.0 I x 933.1
<br />vU Q 6 c PER PLAT x s31.s x s31.7 I / x 933.2
<br />9.1 30. x 931.632.0
<br />I \ / ~ I x 934.
<br />I x 933.6 x 934.3 x 934. I / x 933.3 x 933.7 / (n w m 2
<br />/ x 934. I x 933/8 w� x 934.2 934.5
<br />T x 933.2
<br />929.4 2 RLS 42594 I \ x 932.4 x Q
<br />934.6 w
<br />/� x 9 ---` x 931.6 x x 931.4 / / 1 I x 931.7 I / / x 933.1 x 933.0 \
<br />_ 931.8 I� r x 933.7 \
<br />929.3 �� //�'
<br />TC \ TC 931.4 co I/ x 933.1 x 933.4 x 933.2 3�� -\ x 933.2 14" TR
<br />c� O 9.6 ^ x 931.9 93 L8 / I I ( �9 934.3 ■
<br />931 3 x SB / 9
<br />2 TO =929.3 �' 10 C cp 931.6 / x 934.4 x 934.2 \ / \ x 933.3
<br />,92 INV 926.35 S �33@.3L TC x 23p /5 / 932.5 x I x 934.6 \ Q 11
<br />x
<br />x 933.0 x 3 x 934.6
<br />933.9 \ `
<br />a 9 x TOp 93Q� 931.E -\ x 933. I / 3 x 933.5 x 933.7 934. o
<br />`V O , G SMH12" ASH 0 x -x 932.0 / x 933.5 x 933.0 \� \ �
<br />I- x 929.0 29.4 N 29.8 - 931.3TC O
<br />929.6 Q 1 x V_ 925.8 N TC x x x
<br />I �_ 33.0 932.7 \ Q
<br />TC � G �. INV= 924•3 E 931 9 932.3 � � x 933.5 �
<br />07 ;� h _ 0 x 924.28 S UG 12' ASH TC / \ x 933.0 x 932.9 \ Q (/) x 935.1
<br />N 2 g3 � N'L y LAN - 932.3 AIS x 933.2 I \ \ \ ( ^
<br />2STRo- ^ 0.4�( ?4� RCP BALD EA 10
<br />T 2, BLOC x 932.7 TC �UL� 6 �c 932.7 / x 934.4 x 934.3 x�0 v ,
<br />/`
<br />S SAN I T S PA E ►ND K j 932.8 9�32.a ��� x 932.
<br />929. 929. 931.0 RK 4TH ADDUSTRIAL � \2' 9 x 934.4 1 \ \ 933.0 934.1
<br />TC TOpN / 932.9TC � x934.7
<br />6 INV=y22.7 TC I / 931.6x ITTO o� TOp_ T 933.1 - U= x933.4 933.6
<br />x 929.8 ce 930.5 V SANS (P) 932,g 00" �pINR 932.7 \ \
<br />36" + TOP=9 x INV- 925.1 SE 32.9�N \ 10" PINR \ x 933.1 x 933.0
<br />�_ ST SCP TC9 ,5 ?4" n INV=g24 3 N Sw B T U M 932.0 x g24.8 NW � \ 932.7x 933_3- � x x 933.9 x 933.0 x � I
<br />x 932.9
<br />92g T�' 931.0 ► N 0 \ 9 . x 933.2 �,Q/%,Q-933.8 932.8 x 932.7 <v� x 935.1
<br />INV-g21. I S' Q C TC (J S 932.5 24"RCP �i. N \ \ k Y_" L/ - �Q/ \ / ��
<br />/929.8 INV=g21. g5 S 0� 931.E ST S ij �_ \C10%
<br />k - �/// _x _6�1934. I_ 933.7 x
<br />TC INV-9/9 4 N JT B TC SAN S (P) x 932.9 PINR X 933.1 G x 933.2 O
<br />INV- •9 �932.4 10 FT CHAIN�� �T? cex
<br />g2 932. I k x 931- C9 933.8 x
<br />�93 8 \ x g33.6I- x 933. I Q
<br />929.6 929.8 INV g25 I5 NE TC _ x 93ji.2 DRAINAGE AND 4" 6
<br />933.2 s32.7 LINK FENCE \ ��k � �� � _
<br />SqN g29,g x WV TC92455 W g 933.9 _k �� UTILITY EASEMENT
<br />To 932.5 932.5 �OP� -5� Q x 932.1 x 933 9 x•9� x 933.3 J'j
<br />�- x 933.3
<br />TC `N�,9231.s x s 2 8 \ PER PLAT
<br />INV
<br />-922 8 x 935.4
<br />INV-g20 0 E SANS SAN 24"RCP ST S �i � x 933.2 �_� � � --933.8
<br />INV=g19.15N, S (P% 931.7 TOP=931.7 933.2x 9�\ x933.3 5 FT CHAIN / / s3� k_ \/
<br />' CB INV=922.0 LINK FENCE 933.7 x 33.9 k CID x933.7
<br />2 1 w DRAINAGE, U ILITY AND �` k x 933.7 x g33,g x
<br />TR�Ns � \ I PONDING EA EMENT PER ^ 935.1 k_ � � �\ � 1/2" OPEN /
<br />931.9 93TI = 933.5 DOC. NO. 3215643 / I 934.4 _k �� / 934.2
<br />x 935.2
<br />x 935.5
<br />x 935.2
<br />x 935.7
<br />4���,I,i
<br />Denotes found iron monument
<br />Denotes
<br />1.17 inch diameter copper
<br />magnetized marker with disc cap affixed
<br />stamped
<br />LS-44900 set
<br />AIS
<br />Denotes
<br />advertising/information sign
<br />BH
<br />Denotes
<br />beehive catch basin
<br />BTL
<br />Denotes
<br />beavertail curb
<br />CB
<br />Denotes
<br />catch basin
<br />CBX
<br />Denotes
<br />communication box
<br />DIP
<br />Denotes
<br />ductile iron pipe
<br />G
<br />Denotes
<br />gutter
<br />HCR
<br />Denotes
<br />disabled ramp
<br />HYD
<br />Denotes
<br />fire hydrant
<br />INV
<br />Denotes
<br />structure invert
<br />LP
<br />Denotes
<br />light pole
<br />MH
<br />Denotes
<br />manhole
<br />(P)
<br />Denotes
<br />per plan
<br />PEP
<br />Denotes
<br />polyethylene pipe
<br />RCP
<br />Denotes
<br />reinforced concrete pipe
<br />SAN
<br />Denotes
<br />sanitary manhole
<br />SAN S
<br />Denotes
<br />sanitary sewer
<br />SB
<br />Denotes
<br />soil boring
<br />SMH
<br />Denotes
<br />storm manhole
<br />STC
<br />Denotes
<br />top of surmountable curb
<br />ST S
<br />Denotes
<br />storm sewer
<br />TC
<br />Denotes
<br />top of concrete curb
<br />TRANS
<br />Denotes
<br />transformer
<br />UGC
<br />Denotes
<br />underground communication line
<br />UGE
<br />Denotes
<br />underground electric line
<br />UGG
<br />Denotes
<br />underground gas
<br />VCP
<br />Denotes
<br />vitrified clay pipe
<br />W
<br />Denotes
<br />water line
<br />WV
<br />Denotes
<br />water valve
<br />BAS Denotes Basswood tree
<br />LOC Denotes Locust tree
<br />PINR Denotes Red Pine tree
<br />TR Denotes deciduous tree
<br />934.6
<br />x 934.0
<br />�x 934.0
<br />x 935.2
<br />x 935.8
<br />x 935.8
<br />N 2 / h TC \ I 933.6 �934.9 _k \ 11
<br />GB / 933.9\ _X - I - / RLS 14889 ;
<br />`V TOP=932.0 ;V g33.6 -�
<br />93 2TC INV=925.65 SE,NW ?¢" nh 933.5 \ 935.1 935.4 x 933.5 �33� x 935.5
<br />935. I _
<br />HYD B H92�?2.05 RCA ST S �� \ k�Q_ /� Q n O % %/ -9L 934.3 934.7 x' x 935.2
<br />N 2 93 TC \ 935.4 93 . k ` } / 8 OO 27 W y��6 /54. 28 } - . � -
<br />�h 93TIC 93TC h N8/'25 �n� l \ 935. 9g50 X X X-x x /54. /Jr X X■ X 934.9
<br />9 b� /43.
<br />934.1 934.1 34.4 934.6
<br />933.1 TC
<br />TC 933.6
<br />\ B 1 T V M
<br />10 FT CHAIN
<br />g33 2
<br />x 932.6
<br />n T\ N
<br />LINK FENCE
<br />g'S� ,y �`
<br />� L
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />x933.0 ��9�
<br />UTILITY NOTES
<br />x933.3
<br />\
<br />/
<br />\
<br />(Per Warranty Deed Doc. No. 4227212)
<br />x933.4
<br />I.)
<br />Utility information from plans and markings
<br />was combined with observed evidence of utilities to
<br />Lot 3, Block I, Bald Eagle Industrial Park 4th Addition,
<br />except that part of Lot 3, said
<br />Block I,
<br />develop a view of the underground utilities
<br />shown hereon. However, lacking excavation, the exact
<br />x933.2 / /\ \
<br />-4�
<br />lying Northeriy of the following described line: Beginning
<br />at the Northwest corner of said
<br />Lot 3,
<br />location of underground features cannot be
<br />accurately, completely and reliably depicted. In addition,
<br />and assuming the Northeriy line of said Lot 3, bears South 78 degrees 08 minutes 53
<br />seconds
<br />Gopher State One Call locate requests from
<br />surveyors may be ignored or result in an incomplete
<br />x932.8
<br />East; thence South 65 degrees 53 minutes 58 seconds
<br />East, a distance of 784.64 feet
<br />to the
<br />response. Where additional or more detailed
<br />information is required, excavation and/or a private
<br />East line of said Lot 3 and said line there terminating,
<br />according to the recorded plat thereof,
<br />utility locate request may be necessary.
<br />x933.0
<br />x933.5
<br />x933.5
<br />x933.3 x933.4
<br />Washington County, Minnesota
<br />x 933.5
<br />x 933.5
<br />2.)
<br />Other underground utilities of which we are
<br />unaware may exist. Verify all utilities critical to
<br />BENCHMARKS (BM)
<br />AREA
<br />construction or design.
<br />PLAT RECORDING INFORMATION
<br />(NAND 88)
<br />3.)
<br />Some underground utility locations are shown as marked onsite by those utility companies whose
<br />Gross = 307,449 square feet or 7.058 acres
<br />The plat of BALD EAGLE INDUSTRIAL PARK 4TH ADDITION
<br />was filed of record on June I,
<br />2000,
<br />locators responded to our Gopher State One Call, ticket numbers 201970938 and 202091829.
<br />I.) Top of top nut
<br />of first fire
<br />hydrant north of site on east
<br />as Document No. 3106124.
<br />side of Fenway
<br />Boulevard
<br />(not shown on survey)
<br />CONTROL POINTS
<br />4)
<br />Contact GOPHER STATE ONE CALL at 651-454-0002
<br />(800-252- 1 166) for precise onsite location of
<br />Elevation = 93631 feet
<br />F"I
<br />x 934.5
<br />x 933.9
<br />I hereby certify that this sketch, plan, or report was
<br />prepared by me or under my direct supervision and
<br />that I am a duly Licensed Land Surveyor under the
<br />laws of the State of Minnesota.
<br />Dated this 3rd day of August, 2020
<br />SUND LAND SURVEYING, �LLC.
<br />By: - - -- - - ----------------
<br />Arlee J. C Is P.L.S. Minn. Lic. No. 44900
<br />Revision I By I Date
<br />Drawing Title.
<br />BOUNDARY, L OCA T/ON, TOPOGRAPHIC
<br />and UT/L/TYSURI/EYFOR:
<br />INDEPENDENT SCHOOL DISTRICTNO. 624
<br />New Hugo Bus Garage
<br />[ ] Bearings and/or dimensions listed within brackets are per plat. utilities prior to any excavation. 2.) Top of top nut of first fire hydrant, south of site, on STATION NORTHING FASTING ELEVATION JISUNDE
<br />5) There apparently is a watermain running along the northerly line within the drainage and utility east side of Fenway Boulevard 2001 244870.288 456032.973 928.33 LAND SURVEYING
<br />easement (established by Doc. No. 3374055), however, we have not been able to find construction Elevation = 932.05 feet 3000 245439.842 456300.274 935.84 www.sunde.com
<br />GENERAL NOTES documents or as -built documents for this utility line. This utility line was also not painted by 30 0 30 60
<br />Gopher State One Call. 3.) Top of top nut of first fire hydrant east of Fenway
<br />I.) Survey coordinate basis: Washington County Coordinates Boulevard, north of site
<br />Elevation = 934.71 feet SCALE IN FEET
<br />Main Office:
<br />9001 East Bloomington Freeway (35W) • Suite 118
<br />Bloomington, Minnesota 55420-3435
<br />952-881-2455 (Fax: 952-888-9526)
<br />Project.2020-07J Bk/Pg:909IJ2
<br />Date.
<br />0810JI2020
<br />Township:031 Ronge.21 .Sect%On:JO
<br />Sheet: 1 of 1
<br />File: 202007JO01. dwg
<br />
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