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' 1=914.71 `� 6" WATER SERVICE PLUG <br />\ 8" WATER SERVICE STUB SP-6A 70'x 6" @ 2.00% / / 12"x8" TEE <br />ST-301 <br />MH-15 ` 1�! j11 /' 1-12" GV <br />R=925.33 R=924.89 `� 1111111 t t )' �o?tio Mil t 11 j` // <br />1=921.00 11 11 t I o`'OQ'ti°' 11111 r' a 1 - 8" GV <br />MH 10 p / 1=910.91 00 111) pQ Q- !11 j 1 r ST-106 / <br />R=926.49 o / R-925.24 <br />Pa��>>,1j11 /: R 1-918.83 �� / / / z �t <br />1=911.97 ti° o� `� 5"x 7' 6" HYDRANT , <br />S) g /63 N 8 x8 PVC TEE �`�f `� BREAK= ,' ; �;: Y S-6 <br />X 8 cP, < < R=924.80 <br />@ a J �� �� I1j11 <<1 1 ,'� 1=909.99 <br />ST-209 ST-111 <br />---R1==922.0-- -R=925.04 ------- ----- - - ---------- _ _ _ �\ A, 12"x" TE LIE _,.. <br />-Z913.17 ---------------------------I-914.19o // <br />/ O <br />FES-301 1-12" GV -7 <br />MH-8 109 <br />/ <br />/ <br />1 6" GV ' L oo r l l <br />R=924.42 ` 1 1 !1�o g �\ ��o �\ /,' LL % / JQ <br />---------� r----------------------- ----, _----------------------------� s ST-402 11 � �a <br />I 1=909.31 �y 111 0`'o`�ti° ` . / @� @� r / l / / <br />I I � R=923.69 � 1 oQ <br />ST-110 1^ I 1=919.16 �1 Q ' <br />I Q I 1 1 P-106B 34x 18 @ <br />R=924.25 <br />1=913.79 I I ST-401 <br />R=923.32 o ST-106B \ / o T/c_9 .68 <br />P-40132'x 18" @ 0.25% 1=918.58 <br />00 <br />1-919.33 (12" P) S <br />.iE TOWNHOUSE TOWNHOUSE 1=916.85 P-105A 45'x 18"@1.00%�925,4 i i 4 P 402 33'x 18" <br />MH-7 / <br />/ <br />11 R=923.05 0T-105A \ / S-5 <br />I o I 1 1=919.00 111, 11 11 t, <br />N i 11 1PR G � 1=907.73 /� R=923.03 R=923.01 8" WATER SERVICE STUB <br />1 41 1/ 1=916.48 - 1=90770 <br />I N I 11 1,10o R"N`-9�p2211j1 „ '„ 8" WATER SERVICE PLUG <br />x I I j,, ,�j1ll�t -1-1 v 12 x8 TEE �59 / <br />I o 1 .1�1j1 11 1-12"GV �' / <br />I M I ST-102B 1 �' �6 / / ° <br />5"x T-6" HYDRANT o i R=920.00 1- 8" GV <br />BREAK=923.39 i a i 1=914.09 - <br />L---- - - - - - - - - - - - - - - - - - - --� I I ------- 2A \ <br />----- 1" WATER SERVICE TYP - - - 4" SANITARY TYP ST-10N,� <br />P 102B 35 x 24 @ 1.00 /o R=921.61 a 6 �0 / / i # <br />< .. ,.. ;'s S L� 1=915.84 908.92 1913.54� � Q�� o / v <br />12 PVC WATER o / / // <br />< < 12'I TEE S 393 x 8" @ 1. % < <br />- - - - 1 -12" GV - ST 104 -- I I ----- ------ - I 1-- 6" GV P-11 03S5T5-'x10224"@1.2 <br />S R=921.56 i/ <br />1=913.92 <br />/ <br />E7 T/x CB <br />P-102A 32x 24" @ 1.00% -4 o 921.43 <br />R=921.37 =921.70 STUB-104A 1909.79�30RCF) <br />---------- - - - - - - - - - - - - 1-913.03 I-905.78 1=914.1718 = " <br />I I I I <br />I I I I i o f •`` O <br />I I I I I v v <br />�] <br />Q`_ <br />ch <br />°r I I o / / EX <br />a <br />I I l / EX \ ZJ � T. <br />R=919.88 /1=914.75 (12" RIC S <br />3/9oTOWNHOUSE TOWNHOUSE / / <br />/ <br />EX CB <br />\ / T/C=919.33 <br />1-908.50 (30" RCP)SIN <br />=908.49 (30' RCP) E \ <br />STUB-101A / // / / / / \ \ / \ ` , I=9 (18" RCP) S <br />I I I <br />EXISTING 8 I LINE <br />CONNECT TO WATERLINE i ST-109 ( / /\ / PRO OSED STGRMWI <br />�XISTING WATER STUB i i WI SAFL BAFFLE / // / �RE SE IRRIGATVI ELL/ \ <br />a <br />1 - 8" GV _ I SEE DETAIL SHEET CO-26 \/ <br />ATERMAIN ST-101 <br />I I <br />-----_-__� I R=920.60 <br />�;pIA �O --- 1=902.45 W/ SAFL BAFFLE EXISTING 8 \ // / / / / / 1 / \ o <br />X 8"@ / 25� L -°' 1 _ Ex sA _ SUMP=898.45 SEE DETAIL SHEET CO 26 WATERLINE <br />/ -�-R-9a2a4l _ o---- R=917.1500 <br />_ _ N SUMP=901.41 <br />CONNECT TO EXISTING STUB / _ - ' - - _ _ _ _ <br />1=897.40 - o I _ <br />/ xjt <br />�A- / / / j111tjjjljll / // ®A 0 <br />FES-201 EXISTING 8 SANITARY _/j \ \ 1 Excs <br />-- _ > - _ - - _ t / / / t 1�111�11111 j11111t111111 / o 0853a'RCP)S <br />1=905.66 SEWER LINE _ I - - I / / / I j 11 11 <br />11=907.03 (30" RCP) NE <br />/ FES 109 11 0 / <br />/,� 1111 - -- _ - > -1�1 / / 1 j j jj111t11111�11111 t 1111t j11 / t� <br />FES 4 i j jl j 1 / 1=902.00 - - - 4.s5� . / / 1 � 111 1111 � 1 11 11111 1 / o \ \ C 1=904.66 / 11 _ / 111 1111 11 j <br />I11 <br />/ tljj j111t 1 •`�111 11 1111 11 I1 1 1j 11 I11 <br />P,�66X / 11 11�1 1111 1�11 1111 1111 11 11 �111 I11 11 I111 11 �11 / / <br />� 111 11 �1 11 I1 11 11 I11 1 � / 1 jt111 t1111 1 1 111t11 11j1 j1111 � / / � i <br />i �> �25°° 1111 I111 11111 I1111 � 1111 11111 j� 111 11111 1 / �11 I1 I t 11 1 1 j <br />/ 11 FES 4A 11j1 1111 111i �111 IIt1 1�11 11t1 tj1 j 1�11 jt11j 11 �11 1�111 �111 111j t1 / <br />' ' 11 j1t1j 11111 11111 11111 11111 11111 11111 11111 11111 I11 1 11111 111t1 1 1 11111 I1jIt 11j1 1111 I11 / 0 / \ \ <br />/ / j 11111 11=904.5011j Ij1j Ij11 11�1 1111 1�11 111j Ij�1 Ijlt 1111 1 1j1111 11 11 Illljt �11j 1 1�11 11�1 11111 1 1jlt I11j / / <br />i / / 111111 Ijtlll " 111111 111111 111�11 11111j 11111 11 11111 11�11j j11111 111�11 �111 1 11�11j 1t 11�1 11111 111 1j1 11111 �11�1 11111 !j�1 111 / �` \ \ / i 1111jj 1 1111t 11111 11111 11�11 jlllj 11111 Ij 11 111 FES-101 111 111�1 11�111 11 111111�1111j11111 11 11j1�11111�11111j11111111111111 11111111 / 0c <br />\ / ' ` 111111�1111jI111t1j111 IIIIIII11111111111111j111111111111�1ljlllllllll111IP 1 1=902.00 :1111Mill 1,1111111111tI�11111t(111111 t 1111t 11�11j I11j11 I11t11111jIt 1 <br />111111 <br />\ �' / / i \ Ij1 111 Ij1 �11 Ij�1 Ijlt 1111 1111j 11111 1 ROPOSEp 111j 1111�111111111111111I11 111j11111j11111ttj�111tj 1�11jt 1111 11�1t 11 / / ��\ \ <br />� / / � \ 111111 I11111 111111111111 lljlll 11 jlj lIj�11 Ijjtll jjlll 1j' - 90BASIN 11 1 11 1 1�11 tlll 11111 I11j �1111 1111 11111111 / / <br />r / 11 11 11 11 11 11 I j I j NWT _ �1 11 11 11 11 1 1 1 1 \ <br />' 11 �1 I1 Ij 11 1 11 50 11111t 111111 1�11 111t 111111111�Itj11111�1�111�1j11111j11111t1111 tj111�11 �` / <br />i // �� \ \ 11�11111111111�11�111111111111j111j111111�1111 1 jj 100 YR HW 1111�1I11�111111t �111t 11�11 j1111jjj111tIj11�11�1111111t�1111111 <br />7 909 �11 I11 111 ljjj Ij11 1 1j �1 Ij 1 1 t 11 11 <br />i / 1111 1111111 j111111 j111111111111 j11111111 `1111 < <<I11 j . O8 j1111 1�111 j1111 1�111 �1111 11111 1 j111 1�111 jt111 11111 1�111 1 / / & <br />`` 11 11 11 11 11 I1 11 11 11 11 1 / o <br />i/N/ � IIj11111111j11111111111111111111111j1 1111 111111111111j11111jllllljll�1111jj1j11jjjlllj1j11111jjjjll tlljjjj11j111 <br />j111�1�111111�11 j 111��jl j���lll jljl j11111�111 <br />1jtltjtll�1111jI1111jj1111jtljjjljj11jj1j�1�1jjj1jlj�Iltl���jIt Itjjjjl //Q <br />�� � / i � � �-- 1111�111jj1111�1111 j111111j11 IIt1111j11111 1 / / / oz�, <br />I1111j <br />-6A 11 t 1 I j 1 11I1 It 1 / <br />1=902.50 lilt j 1 t 11111 t 111111 �1 BENCHMARK HYDRANT _ <br />r � \ �d 1 1 / / / <br />0 ���� � \ \ \ °& & TNFH = 919.06 1� 900 <br />\ / / <br />OCS-2 \ M\ ✓ / / / / <br />0 R_908.00 <br />i / W E� <br />FES-6 <br />1=900.70 <br />fl <br />if <br />I <br />4 <br />tl <br />W <br />9 <br />wFT / / / / O� <br />/ \ 0& <br />/ d" <br />° <br />/ 0& \ <br />/ O� ~ <br />&/ / f <br />o / <br />O�y I // <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 />UE <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 />0 <br />0 40 80 <br />SCALE IN FEET <br />i r I� I , <br />1A <br />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 />LINO LAKES <br />MINNESOTA <br />I REVISION SCHEDULE I <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 />UTILITY PLAN <br />SHEET <br />C3=24 <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 />z <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 />z <br />>m <br />z <br />J <br />W <br />Q.' <br />am <br />