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UTILITIES <br /> EXISTING 8" DIP WATERMAIN <br /> 1. PROJECT SPECIFICATIONS PER CITY OF <br /> HUGO, MINNESOTA ENGINEERING SERVICES <br /> DIVISION STANDARD DETAIL SPECIFICATIONS <br /> MH 1 2021, THE 2020 EDITION OF THE <br /> MINNESOTA DEPARTMENT OF <br /> RIM = 933.50 TRANSPORTATION "STANDARD SPECIFICATIONS <br /> INV-W = 926.77 FOR CONSTRUCTION", 2018 MINNESOTA <br /> INV-S = 926.87 PLUMBING CODE, TEN STATE STANDARDS, <br /> CEAM STANDARD SPECIFICATIONS 2018 <br /> EDITION, AND THE MINNESOTA DEPARTMENT <br /> OF HEALTH SHALL APPLY, UNLESS <br /> OTHERWISE NOTED. <br /> 2. THE CONTRACTOR SHALL VERIFY LOCATIONS <br /> I AND ELEVATIONS OF ALL UNDERGROUND <br /> UTILITIES AND CONNECTION POINTS WITH <br /> RESPECTIVE UTILITY COMPANIES, CITY, <br /> l5 I STATE, AND COUNTIES, PRIOR TO <br /> CONSTRUCTION. <br /> r l I I I I I 3. THE CONTRACTOR SHALL KEEP ACCURATE <br /> AND COMPLETE RECORDS OF <br /> I I I I I UNDERGROUND WORK INSTALLED AS WELL <br /> Z AS NOTES ON EXISTING UTILITIES <br /> I v ENCOUNTERED. THE CONTRACTOR SHALL <br /> SUBMIT RECORD DRAWINGS CLEARLY <br /> I INDICATING INFORMATION FOR ALL UTILITIES. <br /> LOCATION TIES SHALL BE PERMANENT <br /> C I I I I I LANDMARKS OR STRUCTURES. <br /> 4. THE CONTRACTOR SHALL COORDINATE WITH <br /> THE CITY OF HUGO UTILITY DEPARTMENT <br /> I I I REMOVE CAP FOR UTILITY DISRUPTION AND ANY <br /> TEMPORARY WATER REQUIREMENTS AND <br /> C CONNECT TO EXISTING 8" DIP WA ERMAIN TESTING. <br /> I I - INVERT 927.4 5. ALL WATER SERVICES INCLUDE 1 " <br /> VERIFY IN FIELD I I I I I CORPORATE SADDLE, CURB STOP, AND BOX. <br /> INSTALL CURB STOP AT RIGHT-OF-WAY. <br /> 345 LF 10" PVC SDR 35 I I I I 6. ALL SANITARY LATERALS INCLUDE 8"X4" <br /> SANITARY SEWER 00 Z5 <br /> SANITARY WYE. INSTALL MARKER BOARD <br /> - - I - - - AT END OF LATERAL. <br /> - - - - - - - - - - - - - 7. A CITY APPROVED DEWATERING/PU M PING <br /> PLAN IS REQUIRED PRIOR TO ANY PUMPING <br /> CBMH 34 ACTIVITY. NOTIFY CITY OF HUGO <br /> I / \ ENGINEERING PUMPINGDACTIVITY PRIOR TO BEGINNING <br /> CB 35 ANY <br /> -FES-3 I I 7 / <br /> FT <br /> -7 F171 LF 8 DIP 7 � <br /> 52 CL WATERMAIN I L LIFE = 934.0 / \ <br /> LIFE = 934.0 I I WO <br /> E = 934.0 LFE = 934.0 LFE = 934.0 LFE = 934.0 WC <br /> WO I WO I WO WO I I I I 3 <br /> I 2 GFE <br /> 11 12 I 13 I I I 1 I 941.9 / / LFE = WO \ \ <br /> - I G <br /> GFE = I I 41E9 933.0 \ <br /> GFE = GFE = <br /> 941.9 941.9 00 �5 <br /> 941.9 I I / / /\ \ \ 0 15 30 60 <br /> - I I <br /> � \ FEET <br /> GFE _ <br /> 363 LF 6" IP I _ 940.9 \ <br /> 52 CL WAT MAIN <br /> CB H 24 CBMH 32Lv o q <br /> - oo - CL WATE <br /> STALL11 <br /> TEE <br /> AllIuuuuuuuuuul L PINSTALL 8" TO 6" REDUCER / <br /> Mr ; . 11 <br /> ON EAST & EST RUN v i <br /> INSTALL HY RANT I LATERAL ELEVATION AT RIGHT OF <br /> I I FE _ H GRO�IND ELEVATI N 939. WAY/EASEMENT BLOCK 1 <br /> �V SA MH 2 0 941.2 LF DIP 52 CLI WAT RMAIN <br /> I I <br /> 1 4TH It N41, I LOT MIN MAX <br /> 2 - 6" 45° ND <br /> V � N MH 1 � 4' 4. % � I 1 929.32 931.91 <br /> CBMH 22 BM 21 234 F 8" F VC SDR 35 n \ LFE = I <br /> 0 SANI A Y SEWER � 4" 933.3 I 2 929.68 931.69 <br /> bRz WOco <br /> I I <br /> �o - 1 6" ATE N VE /130 C 3 930.43 931.86 <br /> 386 LF ' PVC SDR 35 -� MH 0 - \ I 4 930.66 930.89 <br /> SANITARY SEWER M - 39. I <br /> QIN V-W 928.86 \ \ I <br /> 5 930.78 931.12 <br /> GFE = I GFI = GFE _ GFE = I GFE = I \ /\ \ \ I <br /> 940.7 940.7 940.7 940.7 940.7 \ \ 6 930.62 930.87 <br /> \ \ \ \\ I 7 930.34 930.67 <br /> LFE 932.8 940 9 <br /> - . = . - . = .LIFE \ <br /> GFE = I I I \ \ \ I 8 929.57 930.73 <br /> I I J I 9 H 2 <br /> I 8 I I I940.7 �I I <br /> 9 929.14 930.73* 36.77 LIFE = 933.012 WO INV N - 97.83 1O WO 9WO97.93 10 929.08 930.73INV+� <br /> wo <br /> INV 017.93 <br /> 2 - 6" GATE VALVE W BO I I I I I 6 WO / / <br /> WO I I <br /> LIFE = 932.8 LATERAL ELEVATION AT RIGHT OF <br /> � I I I I / / WAY/EASEMENT BLOCK 2 <br /> - - - - - - - - - - - - - - - - - - - - � III / <br /> / LOT MIN MAX <br /> 13 929.28 931.93 <br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 UTILITY2 <br /> PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI Mr <br /> E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 <br /> my <br /> ND <br /> COMCAST (952) 607 4078 DULY ERSSIONALRFC ENGINEERING , IN ■ HUGO, MN <br /> GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 <br /> ENGINEEr T! LAWS OF THE P <br /> XCEL ENERGY (612) 526-4508 FaX 763-862-8042 <br /> ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C 41 OF 67 <br /> HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s UTI LITY PLAN800-252-1166 651-454-0002 I , DATE REG. N0. FILE: 37-1 - 141 <br /> DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC <br />