Laserfiche WebLink
z z / BUILDING B <br />0 0 / / FFE = 934 <br />/ / LFE = 923 R=926.49 <br />1=911.97 <br />ST-207 ST-208 ST-209 ST 111 <br />0 0 / '- R=911.35 --- - R=919.55 R=925.04 <br />-------------------------- ----- -RETAINING WALL ----------- R=922.04 <br />/ 1=912.26 --------------------------------1=913.17 -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - <br />1=914.19------- o -- <br />/ ' ° � ° ' ° <br />ST-206 641 <br />P-207153 x 18 @ 2.00 /o P-208142 x 18 @ 0.50 /o P-209142 x 18 @ 0.50 /o N <br />-------------------------------------- r---------- �---------------------------------------- ---- <br />R=912.00 <br />1=908.10 / i i i i ST 110 <br />/ / R=924.25 Q <br />7= <br />/////IiiIIIIIIII1Ii <br />��IiiIIIIlIIII1IiI <br />/ <br />- <br />1�1_11 <br />1�=11�_1191111111_1t13.1171��1 <br />11_9 <br />TOWNHOUSE TOWNHOUSE TOWNHOUSE TOWNHOUSE <br />6F .5.4 <br />FES-18-1 <br />1=909.22 11_111 <br />1111_1I11�,11�-111IIiIIIIII <br />.;� <br />1111 <br />11111111111_�'�11 <br />1 <br />-1 <br />1 <br />j-1- <br />10 <br />ryC-j <br />12UG N <br />ST-205 o <br />R=911.68 co1=907.58 5"x 76" HYDRANT 5"x 7-6" HYDRANT YDRANT <br />BREAK=913.52 BREAK=919.17 BREAK=923.39 aSTUB-3B R=914.98 J L-5x 76HL <br />=904.09 12"x8" CROSS 1=909.12- - - - S2 1WATER SERVICE (TYP) 4"SANITARYSERVICE(TYP)1-12"GVQ S-3 R=917.95 R 9 <br />SANITARY SEWER CAP 1- 8" GV R=915.35 1=907.26 <br />1- 6" GV 1=902.75 <br />SP-36 22'x 8@0.65% -3 'x 8"@ 65% A. vP�CWATER ST-204 P-2313'x 8" 0.6 % 12x6TEE 12< R=911.68 X @ .15% 1-12" GV 12"6"TEE <br />- 1-12"GV <br />o <br />FES ST-202 1 6" GV/ 1=903.85 S-3A1=907.31 -3N 1-6"GV> <br />LL <br />. <br />1=908.98 1=903.43 --_____ R=915.00 R=917.95 v <br />O I 1=906.75 I NI <br />o f I <br />p a I oo <br />M M <br />O cL <br />N TOWTOWNHOUSE TOWNHOUSE NHOUSE TOWNHOUSE <br />22.5° BEND0/0,EXISTING 8" <br />ST-201 WATERLINE <br />°/ <br />CONNECTTO <br />q8"45o BEND W/ SAFL BAFFLE 8" 22.50 BEND EXISTING WATER TUBSEE DETAIL SHEET CO-26 <br />--------------------------------- --------- 8'GV- ---- <br />N R=915.91 <br />1=903.24 <br />o S=899.24 7018„@1.25% 1 1=898.38 EX SA <br />-�5 <br />/ 0 CONNECT To EXISTING STUB CV <br />1=897.40 o <br />°/°0 FES-201 EXISTING 8" SANITARY <br />1=905.66 SEWER LINE <br />°-1-111 <br />1� <br />IiIIIIII1F1 <br />- <br />111= <br />111E_1�191_�fI1 <br />1S110-_1211..1_0_0WEr FES-4 <br />=904.66/ 1 <br />WE 0?5°llll 11 1_19 1�11_r1 <br />11 <br />�111._l1 1_1 <br />1 <br />°/j \ /�1 1/4-sol.so 1�11111 1=904.5011�11111111,1 <br />°=s 1.82 0 <br />XDO <br />018 <br />Cp 0 <br />�/z 0 <br />0 <br />00, <br />\ 0 <br />o%i f w4- <br />° <br />UTILITY LEGEND <br />EXISTING 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 />q IN lkiTlyi <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 MINNESOTA <br />REVISION SCHEDULE <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 />- <br />TITLE <br />'�t UTILITY PLAN <br />0 <br />0 40 80 SHEET <br />SCALE IN FEET C3=23 <br />