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\ 00 co rn UTI LITI ES <br /> 7-L O0 1 - 6"22. BEN INSTALL 11YRANT 101q 363 6" DIP <br /> \ CL T RMAI NIS A 9P�93 52 CL TERMAIN 1 . PROJECT SPECIFICATIONS PER CITY OF <br /> / - 14 LF " DIP 52 CL ATERMAIN iuuuuuuuuuui 2 - 6" GATE VALVE /BOX <br /> HUGO, MINNESOTA ENGINEERING SERVICES <br /> 1 22. B ND 1 - 6' ATE VALVE /BOX DIVISION STANDARD DETAIL SPECIFICATIONS <br /> WO <br /> 43 LF 6" DI s / MH 23 2021 , THE 2020 EDITION OF THE <br /> LFE = 93� CL ATE DIN �, M I MINNESOTA DEPARTMENT OF <br /> 7 �� N MIS38 LF > SA MH 2 FOR TRANCONSTRUIpCTION"TA2DpA$D MINNESOTA <br /> TIONS <br /> 1 1 - 6" 2 5° B D \ 52 CL A RMAI o 0 0 <br /> 1 43 L 6 DIP MH 3 134TH STREtTN CEAMPLUMB STANDARD ING � SPECIFICATIONS TEN STATE STANDARDS, <br /> p <br /> 52 CL WA ERMAIN _ - - - - EDITION, AND THE MINNESOTA DEPARTMENT <br /> 94 E M \ CBMH 25 INV-E = 929.47 CBMH 2 C MH 21 OF HEALTH SHALL APPLY, UNLESS <br /> 1 - 22�5° BEND CBM INV-W = 929.57 SA LF 8 PVC SDR 5 <br /> SANITARY SEWER 00 t5 OTHERWISE NOTED. <br /> 3! �,� 2. THE CONTRACTOR SHALL VERIFY LOCATIONS <br /> \ / 77 S NITARY SEWER I � - 06 `r? AND ELEVATIONS OF ALL UNDERGROUND <br /> M H 6 % TF-- oo F �o <br /> °O UTILITIES AND CONNECTION POINTS WITH <br /> RIM _1939.58 \ 4 � 1M 4 9 8 99 n n ,ri n n n RESPECTIVE UTILITY COMPANIES CITY <br /> INV NE 930.24 F � I STATE, AND COUNTIES, PRIOR TO <br /> INV-S = 930.34 \ 2� INV-E = 29.73 I I I __ I I CONSTRUCTION. <br /> �7 LF 6 DIP \ \ NV�W'- 3 I GFE - I GFE - 3. THE CONTRACTOR SHALL KEEP ACCURATE <br /> 52 CJ WATERMAIN N 6 /\�Q 9 2.9 I 9 2E7 I 9 0 7 GFE - = - AND COMPLETE RECORDS OF <br /> GFE = 940.7 940.7 940.7 UNDERGROUND WORK INSTALLED AS WELL <br /> GFE _ <br /> 942.1 943.9 AS NOTES ON EXISTING UTILITIES <br /> 1 - 6" 22�5° BEND LIFE = 934.2 I 33 0 MH 3 8" PVC SDF 35 ENCOUNTERED. THE CONTRACTOR SHALL <br /> RIM 3 9 I LFE = 935.0 LFE = 932.8 LFE = 932.8 LFE = 932.8 FE = 932.8 LFE = 932. SUBMIT RECORD DRAWINGS CLEARLY <br /> INV- = 929.98 NITARY SEWER <br /> INDICATING INFORMATION FOR ALL UTILITIES. <br /> .70 S N IN�-S = 930.08 I I I I I LOCATION TIES SHALL BE PERMANENT <br /> WO 6 LFE = 936.0 I 12 I I I LANDMARKS OR STRUCTURES. <br /> 13 WO WO 11 1 0 Wp Wp 9 WO 4. THE CONTRACTOR SHALL COORDINATE WITH <br /> � J WO yyp THE CITY OF HUGO UTILITY DEPARTMENT <br /> MH 7 I I FOR UTILITY DISRUPTION AND ANY <br /> RIM = 9319.98 3� LF 8" VISS35 TEMPORARY WATER REQUIREMENTS AND <br /> INV-N = 930.50 - - - SANITARY S WEIR I I I 5. TEST <br /> INV-S = 930.60 ALL WATER SERVICES INCLUDE 1 " <br /> - <br /> - - - - - - 3 LF 8" PVC-SDR-35 CORPORATE SADDLE, CURB STOP, AND BOX. <br /> SMITAR�SEWEF� J I I I I INSTALL CURB STOP AT RIGHT-OF-WAY. <br /> _ - _J 6 SANITARYALL ITARY WYE.�INSTALL TERALS IMARKDER BOARDF <br /> I LFE - 934.2 I rn <br /> LFE = 934.7 � AT END OF LATERAL. <br /> P - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7. A CITY APPROVED DEWATERING/PUMPING <br /> „V >I- - v PLAN IS REQUIRED PRIOR TO ANY PUMPING <br /> 1 INSTALL 8x8x8 TEE ACTIVITY. NOTIFY CITY OF HUGO <br /> WO 5 32 < 4 r INSTALL 2 - 8" TO 6" REDUCER ENGINEERING DEPT. PRIOR TO BEGINNING <br /> GFE = n 15 WO ON EAST & WEST RUN ANY PUMPING ACTIVITY. <br /> 942.1 �,JVVJ <br /> I - v GFE = I <br /> 942.E <br /> 4.3% I FED 20 <br /> MH 2 <br /> - <br /> RIM 938.83 Ali <br /> - <br /> - - - - INV N 927.83 <br /> C INV-W = 927.93 <br /> INV-E = 927.93 <br /> 1 LFE = 934.5 - <br /> LFE = 934.9 <br /> - I 0 15 30 60 <br /> WO 4 <br /> GFE = 214 LF 8" PVC SDR 35 FEET <br /> 1 942.4 16 WO <br /> GFE _ <br /> 1 - 942.8 <br /> 270 LF 6" DIP 4.4% 31 00 <br /> 5 CL WATER <br /> - - -L----j 0 <br /> LATERAL ELEVATION AT RIGHT OF LATERAL ELEVATION AT RIGHT OF <br /> OH g - I - WAY/EASEMENT BLOCK 1 WAY/EASEMENT BLOCK 2 <br /> RIM = 94P.28 - - - - - <br /> INV-N = 931.45 45 LFE = 935.0 LOT MIN MAX LOT MIN MAX <br /> INV-SE = 9 .55 «� > MH 8 1 „� <br /> C 4" 1 LFE = 936.1 Z <br /> I 11 929.58 930.73 1 933.68 933.89 <br /> 1 I rn <br /> WO 942E9 1'' � \ \ 12 929.89 930.73 2 933.47 933.70 <br /> 1 17 WO 13 930.20 932.93 3 932.74 932.93 <br /> 7.4% 1 68 LF 8' VC R 5 GFE = <br /> 1 - 11.25° BEN / SANITARY EWE 1944.0 14 931.00 933.72 4 932.26 932.43 <br /> SAN MH 9 0.8� I 15 931.99 932.21 5 931.95 932.13 <br /> 170 LF 6 of DI <br /> 52 $L WATERMAI - - - - -� 16 932.24 932.41 6 931.73 931.93 <br /> 1\' - _ _ 17 933.47 933.72 7 931.21 931.38 <br /> _ 8 930.97 931.24 <br /> LFE = 935.9 \ n ) FES 1 <br /> 9 930.51 931.93 <br /> GFE = \ 10 930.20 931.93 <br /> 2 943.8 MH 9 <br /> RIM = 939.67 11 929.92 931.92 <br /> INV-NW = 931 <br /> WO / \ J` 12 929.58 931.93 <br /> FINISH GROUND INSTALL RAN ELEVATION D940 0 <br /> 1 - 6" GATE VALVE W/BOX <br /> / GFE = <br /> 944.2 <br /> LFE = 936.3 / <br /> WO <br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 UTILITYI <br /> CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 <br /> COMCAST (952) 607 4078 DIRECT <br /> DULYSUPER I NDONAM A RFC <br /> ENGINEERING , IN Ham Lake, MN 55304 / /SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 <br /> ENGINEE E LAWS OF THE P <br /> XCEL ENERGY (612) 526-4508 Fax 763-862-8042 <br /> Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C40 OF 67 <br /> HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SUTILITY PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 140 <br /> DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC <br />