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STM2 <br />RIM=931.49 <br />EXISTING WATER SURFACE=924.40 INV=927.07 (12") <br />CONNECT TO 15" STM INV=927.07 (15") <br />10" X 15" INSERTA TEE DETAIL HU -STM -1 <br />OR SADDLE (SOLID CASTING) <br />',A' EX STM MH <br />-- --• <br />RIM=929.00 CONNECT TO EXSAN <br />INV=925.49 (15"- NEW) NEW) . 27 LF 12" <br />INV=925.49 (12" EX) 4" X 8" INSERTA TEE STM O 0.5X <br />OR SADDLE <br />181 LF 15" <br />STM O 0.87X <br />NO'S N,VS NVS NH1 NVS NVS NVS NVS <br />• EX. 12" <br />STM ® 3.77% IKLS W1S PLLS KLS <br />I <br />I � .• •• •• .• •• .• INV = 925.0± --- <br />;� I I 21 LF 4" SAN SERVICE <br />I O 2.0% INV=923.00 i <br />�• I 9 LF 10" STM O 2.0% <br />>- •` i INV=928.00 BWLD <br />o I =9 <br />m I <br />r 1I I PROPOSED <br />I EXISTING POND I BUILDING <br />I $ <br />TOP =928.00 FF=932.0 <br />Z I <br />WTR =925.00 - <br />C3 a BTM 00 70 LF 2" COPPER <br />I I EOF=927.50 (WTR SERVICE) <br />I I <br />I -- - - <br />I I <br />I <br />------------- <br />= I DRAINAGE &UTILITY EASEMENT I /-2" CURB STOP <br />! IPROPERTY BOUNDARY <br />HO 0� El ElAGHO ��H❑ � <br />G G G G G G <br />WTR WTR WTR WTR WTR WTR <br />7G <br />WTR - <br />2" TAP (CONNECT TO <br />EX. 12" WTR) <br />HIGHWAY 61 <br />UTILITY NOTES: <br />1) STORM PIPE LENGTHS ARE TO CENTER OF MANHOLE. CONTRACTOR TO VERIFY ACTUAL <br />LENGTH REQUIRED. 3 <br />2) STORM SEWER MAY BE HDPE, PVC, OR RCP. <br />3) CHECK BALES AROUND INLETS AND MANHOLES REQUIRED DURING CONSTRUCTION PER <br />DETAIL HU -EC -2. <br />4) WATER SERVICE SHALL BE COPPER, TYPE K. ~ <br />STM1 <br />PROJ. NO. <br />1gp37 <br />MH OVER EX. PIPE <br />UTILITY PLAN <br />RIM=930.92 <br />DWG NAME <br />18037 PGS <br />UTILITY <br />-INV=926.93 (12") <br />INV=926.93 (12") <br />\ <br />DETAIL HU -STM -1 <br />(OPEN GRATE) <br />PROPERTY BOUNDARY <br />DRAINAGE & UTILITY EASEMENT <br />— NVS <br />NVS <br />NVS <br />EX. STM INLET <br />RIM=930.48 <br />INV=927.48 I,•„_,�•-�•”' <br />STM <br />- - - - - - - - - - <br />�,�• <br />- -'--'--' --- -'--'—'• <br />- - I� <br />EX. 12" <br />STM O 0.5% <br />1 0 15 30 60 <br />r <br />3 <br />1 <br />K <br />SiM 3 <br />1 <br />C, <br />3 <br />J13 <br />III 3 <br />III Z <br />III H <br />u=9 =9 32. Z 3 <br />rc IN <br />a <br />o� <br />z r <br />0 <br />rcl 3 <br />&LI <br />III <br />I <br />39' R/W EASEMENT 4 <br />III <br />- HO --i HO PROPEIM BOUNDARY HIS - <br />- <br />T <br />WTR WTR WTR WTR WTR WTR <br />3 <br />OH 3 <br />-WTR�WTR <br />4 <br />PROJ. NO. <br />1gp37 <br />ADVANCED ENGINEERING CONCEPTS <br />^ AEC 1360 INTERNATIONAL DRIVE, SUITE #1 <br />EAWI <br />U CLAIRE, 54701 <br />PH:715-552-0330 <br />info®rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />UTILITY PLAN <br />HUGO MINI STORAGE <br />REVISED PHASE II <br />HUGO, MN <br />DWG NAME <br />18037 PGS <br />UTILITY <br />5 <br />DATE <br />04/2019 <br />- - - - - - <br />