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OHL----- OHL----- OHL----- OHL-C� - - -- OHL----- OHL----- OHL----- OHL <br />I � <br />I I <br />� • ,j -- +r�zw � 1 <br />UTv <br />- - OHL - - r UTV - - - UTI/ - S? <br />// �� - ---UTV <br />JS l l 0 I VTVT� <br />CENTER I//LLERD <br />I <br />o <br />-- - \_ <br />- G ----- G ----- G - - G ----- G -- G ----- G ----- G ----- G ----- G - /-- _ --- - O Ip / H- - <br />-----OHL-----OHL-----OHL-----OHL-----OHL-----OHL----- -- - _ <br />---^HL------- _====C1klL�cxT�===C1H1FB0=---nul�----r,� ----- --- - _ ---_-- _-- - -- ----- ----- --- <br />50=--- rov - -- OHL ---_ OHL --- -- L OHi_ G--OHLC'---- G G i �ON� I <br />- - � L - - - - - �lOHL QHlroy --�Fi*5.r60 dri4 - - -O, - -'T - - - �--SOH.L -- - 9k' <br />,H- -= OFiL - -ill - - - - -------- <br />OHL - - - <br />.,�„� t E R 3 .vGV <br />1=918.46 (UNKNOWN" UNKNOWN) SW HARD TU Stt PIP�� : EMF LIKE AT L12 <br />E. T 12 <br />1_9 / I=924 ) <br />01 (8 1G7 <br />`O F/ �1 J8 R10 <br />I / './cW <br />___________________________________ FUTURE INTERCONNECT VAULT FOR CONNECTION BETWEEN 8" CAPlik <br />98 <br />.75 <br />R=924.47 <br />1=922.00 <br />I <br />I <br />I <br />I <br />x <br />x <br />FUTURE STORM BY OTHERS <br />JJ <br />v <br />v <br />- - - - - - - - - - - - - - - - <br />L <br />Z.L <br />WHITE BREAR TOWNSHIP AND THE CITY OF LINO LAKES. 1=919.14 of <br />-� - - VAULT TO BE CONSTRUCTED WITH DEVELOPMENT, BUT - - - - - - - - <br />T . 'I <br />APPURTENCES WILL BE INSTALLED BY OTHERS IN THE FUTURE 1196X8„ 3n _ <br />.SOo -EX T CC931.33 <br />( 15.19 (30" RCP) W <br />\ - � � •- , ` / 1=915.29 (30" RCP) S - <br />CAP 12" WATERMAIN STUB / �/, "� v / / <br />v <br />o? , / �'� / - CONNECT TO EXISTING 8" WATER <br />PROPOSED BUILDING 122 TEE / // / / -*x*` / �/ (VERIFY SIZE, DEPTH, AND LOCATION) <br />FFE934.52 I <br />2 12" GV / PROPOSED 12" WATER MAIN - <br />- / /!' / / i-----►--_ _ >- <br />12" 45° BEND <br />� oz/l <br />------------------------------------ <br />e V l <br />I <br />EX STM MH <br />R=931.93 <br />/ /� •e" 1=925.08 (12" RCP) S STORM <br />1=924.92 (12" RCP) N STORM <br />/ 1914.21 (12" RCP) E SANITARY <br />1=914.12 (12" RCP) W SANITARY / C <br />/ /o/ Ex CB T/C=930.39 <br />/ 1=926.88 (12" RCP) E <br />/ FD' <br />ST-108A <br />R=925.85 <br />12" 45' BEND 1=923.93 <br />HYDRANT / .�� oy If Jl <br />BREAK= <br />12"x6" TEE <br />/.. 1 -12" GV <br />/ .. 1-6"GV <br />�5 <br />/ / R=927.13 <br /><< /,. ,�Q / / / o \�1=921.00 <br />ST-107 / <br />/ R=927.34 <br />1=921.42 <br />i <br />• e ` � LL / l l l \� <br />ST 106A ,��5°I° <br />v STUB-6A R=919.48 P-106A 45'x 15" @ 1.00% ��8 �' <br />/ o / / <br />SP-6A 70'x 6" @ 2.00% / <br />ST 301 \ 1111111. (, , . , 1 12"x8" TEE <br />R=924.89 \ \\ I f l if 1 f� 1�toe�'�o' 1. f 1 j i 1-12" GV <br />\ If 5�.a11 / �� <br />1=921.00 \\ \ 1 f I f l J1oQo�o 9ti� 11111 f 1 �/ 1- 8 GV ST-106100, <br />J 1 , � R=925.24 1� O / / <br />o \\\ \\\ 11,1,111 f 1 �: �� I-918.83 <br />v 1 5x7-6 HYDRANT U <br />8"x8" PVC TEE d'9 \\ r' S-6 o <br />BREAK= / ; :< <br />R=924.80 <br />1=909.99 <br />12"x6" TEE 00, <br />FES-301 ��� 1 -12" GV ` / / ,'� -7 <br />1=920.00 1- 6 GV °�o <br />/°�o /' oz <br />s� ST-402 <br />�9 R=923.69 ' oQ°Qo ��� <br />1=919.16 OF <br />P-106B 34 x 18 @ 0.50 /o or Of <br />ST-401 <br />R1==992183..5328 / v E B <br />s s8 <br />2P) S1=919.33 (1c <br />R-920.00 / <br />l <br />2 33'x 1 <br />916.85 <br />MH- 7 P-402 33 8 @ 0.25 /o ° P-105A 45'x 18" @ 1.00% <br />� <br />EX CB <br />f 1111, 1 R=923.05 ST 105A ♦ / S 5 / / / / / T/C=923.58 <br />111 1=907.73 R=923.03 R=923.01 / / / <br />/ - / / 1=910.19 (30" RCP) N <br />PROS 4 I-916.48 1=907.70 / / 1=910.16 (30" RCP) E <br />IN rm-a,p N 111 / �. 2 / / l <br />RA 920 2z / <br />,100YRHWL=�1 1 f11 <br />1111,E c t1� I1 v�� 12"x8" TEE �j <br />f Q� 1-12"GV 61 <br />1-8 <br />/ L �i <br />ST-102A>v`L5°I° L / 6� <br />R=921.61 g @ S 23 05 <br />1=913.54 �d S�\�6 ° R=923.02 STUB 5A <br />' 1=915.84 1=908.92 6� <br />G1-100 <br />/ ' <br />ST-104 / <br />P-103 55'x 24" @ 1.2 /o i R-921.56 <br />ST-102 S-4 1=913.92 / <br />R=21.3I--913.037 111 0510 STUB 104 <br />781 <br />\ / <br />/ <br />/ z/ / <br />\EX <br />T/CC921.43 <br />/ 1=909.79 (30" RCF) W <br />1=909.75 (30" RCP) E <br />/ / <br />/ / <br />/ <br />/ <br />/ <br />v <br />/ <br />EX STM MH <br />R=928.61 <br />I-912.23 (12" RCP) E SANITARY <br />-912.21 (12" RCP) W SANITARY <br />1=922.41 (12" RCP) N STORM <br />1=921.46 (12" RCP) S STORM <br />1 <br />UTILITY LEGEND <br />EXISTING <br />PROPOSED <br />- - >> - - <br />STORM DRAIN <br />- - - > - - <br />- SANITARY SEWER <br />> <br />- - - I I> - - <br />- SANITARY SEWER FORCEMAIN <br />I I> <br />- - I - - <br />- WATER MAIN <br />--- G --- <br />GAS <br />G <br />- - OE - - <br />OVERHEAD ELECTRIC <br />OE <br />- - - UE - - <br />- UNDERGROUND ELECTRIC <br />LIE <br />- - UT - - <br />UNDERGROUND TELEPHONE <br />UT <br />- - UTV - - <br />UNDERGROUNDTV <br />- - - OHL - - <br />- OVERHEAD UTILITY <br />- - UTL - - <br />UNDERGROUND UTILITY <br />- - - FBO - - <br />- FIBER OPTIC <br />NOTE: <br />CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. <br />\�1�A A <br />architecture <br />+ design group <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />JERREMY D. FOSS, PE <br />FOR PRELIMINARY PLAT REVIEW ONLY <br />DATE 3/10/2025 LIC. NO. E-39500 <br />SHEET NOT VALID UNLESS THIS TEXT IS COLOR. <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />WITHOUT PRIOR WRITTEN CONSENT. <br />© 2024 1 & S GROUP, INC. <br />PROJECT <br />ANOKA <br />HOLDINGS, LLC <br />WILKINSON <br />WATERS <br />\ <br />�\ LINO LAKES MINNESOTA <br />\ REVISION SCHEDULE <br />\ <br />\ / DATE DESCRIPTION BY <br />PROJECT NO. <br />24-30671 <br />FILE NAME <br />30671 C3-UTILITY <br />DRAWN BY <br />DWG/TW <br />DESIGNED BY <br />DWG/TW <br />REVIEWED BY <br />JDF/TW <br />ORIGINAL ISSUE DATE <br />03/10/25 <br />CLIENT PROJECT NO <br />TITLE <br />'�t UTILITY PLAN <br />0 <br />0 40 80 SHEET <br />SCALE IN FEET C3=22 <br />z <br />O <br />Fm <br />U <br />Fm <br />N <br />z <br />0 <br />U <br />0� <br />LL <br />Fm <br />0 <br />} <br />a <br />z <br />J <br />W <br />w <br />am <br />z <br />H <br />U <br />Fm <br />cl) <br />z <br />O <br />U <br />O <br />LL <br />Fm <br />0 <br />Q <br />Z <br />J <br />W <br />Q.' <br />am <br />