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EXISTING MH 20 UTILITIES RIM = 934.57 1 . PROJECT SPECIFICATIONS PER CITY OF INV-W = 927.92 LATERAL ELEVATION AT RIGHT OF HUGO, MINNESOTA ENGINEERING SERVICES INV-S = 928.02 < < EXISTING 8" DIP WATERMAIN - - - - - - DIVISION STANDARD DETAIL SPECIFICATIONS WAY/EASEMENT BLOCK 4 2021 , THE 2020 EDITION OF THE 175 LF 10" PVC SDR 35 MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS SANITARY SEWER / LOT MIN MAX FOR CONSTRUCTION", 2018 MINNESOTA / \ I 1 930.46 932.82 PLUMBING CODE, TEN STATE STANDARDS, \ CEAM STANDARD SPECIFICATIONS 2018 rn - I EDITION, AND THE MINNESOTA DEPARTMENT 2 931.44 932.13 OF HEALTH SHALL APPLY, UNLESS Z OTHERWISE NOTED. 3 931.74 932.23 2. THE CONTRACTOR SHALL VERIFY LOCATIONS rn \ AND ELEVATIONS OF ALL UNDERGROUND C _ I I \ 4 932.06 932.43 UTILITIES AND CONNECTION POINTS WITH RESPECTIVE UTILITY COMPANIES, CITY, a I I I 5 932.38 932.53 STATE, AND COUNTIES, PRIOR TO CONSTRUCTION. - REMOVE CAP 6 932.68 932.83 3. THE CONTRACTOR SHALL KEEP ACCURATE CONNECT TO EXISTING WATERM IN AND COMPLETE RECORDS OF I INVERT 928.3 \C UNDERGROUND WORK INSTALLED AS WELL( VERIFY IN FIELD \ 7 933.14 933.33 AS NOTES ON EXISTING UTILITIES M I I ENCOUNTERED. THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS CLEARLY I Z ( I I I INDICATING INFORMATION FOR ALL UTILITIES. C LOCATION TIES SHALL BE PERMANENT 10 LF DIP \ LANDMARKS OR STRUCTURES. M - 52 CL ATERMAIN \ 4. THE CONTRACTOR SHALL COORDINATE WITH LATERAL ELEVATION AT RIGHT OF THE CITY OF HUGO UTILITY DEPARTMENT Z 1 - 8" 11.25°I BEND I WAY/EASEMENT BLOCK 3 FOR UTILITY DISRUPTION AND ANY TEMPORARY WATER REQUIREMENTS AND I I TESTING. MH 21 68 DIP 52 CL WATERMAIN LOT MIN MAX 5. ALL WATER SERVICES INCLUDE 1 " RIM = 935.59 \ CORPORATE SADDLE, CURB STOP, AND BOX. INV-N = 928.51 \ INSTALL CURB STOP AT RIGHT-OF-WAY. 1 - 8 INV-S = 928.61 „ 22.5° BEND 1 929.86 930.75 6. ALL SANITARY LATERALS INCLUDE 8"X4" - - - - - - - - - - - - 2 930.18 930.74 SANITARY WYE. INSTALL MARKER BOARD - - - - - - - - - - - - - AT END OF LATERAL. 7. A CITY APPROVED DEWATERING/PUMPING 67 LF 8" PVC SDR 35 I C F PLAN IS REQUIRED PRIOR TO ANY PUMPING _SANITARY SEWER 58 LF 8" DIP 52 CL WATERMAIN ACTIVITY. NOTIFY CITY OF HUGO MH 56 v ' 6 1 - 8" 22.5° BEND -1 F -1 F -1 F ( F -1 F ENGINEERING DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. � > _ L I I I FES 68I I 1 - 8x8x8 TEE 1 - 8 GATE V ny WO 1 n 60 LF 8" DIP 5 CL WATERMAIN LFE = 934.90 LFE = 932.8 GFE _ \ LFE =934.2 LFE = 934.3 LFE = 934.5 LFE = 934.6 LFE = 934.9 LFE = 935.4 940.7 a g% \ \ WO I I WO I WO I WO I WO CB 55 1 I We I I We I \ 1 - 8" 2 END 2 3 4 " 5 6 I 7 I 0 15 30 60 GFE _ FEET 942.9 GFE = 942.1 GFE = 942.2 GFE = 942.4 GFE = 942.5 GFE = 942.8 GFE = 943.3 GFE MH 22 66 LF DIP 52 CL WA rERMAIN RIM = 936 48 - IV � V IINV-S = 928 9�/ "� \ r CB 5 \� 1 ND WO 2 � I I I I I I 02 LF 8" DIP 52 ,pL WATERMAIN t n ^ 0) Lrn Lv, L L. LATERAL ELEVATION AT RIGHT OF LFE = 932.8 Ln V �- AL YDR NT 37 8 DI � H 2 00 - -1 L cn WAY/EASEMENT BLOCK 6 1% FI I H GROUN ELE ION 9 .50 52 L WATER AIN ° ° GFE = C 54 _ x8x8-7E RIM = 40.5 )OIL 940.7 r 1 - 8" GATE VALV W/BOX CBMH 67 INVJ(EE 1 CBM uuuuu LOT MIN MAX 1 F 8" DIP 52 C WATERMAIN INV-S = 31. T j- 62 LF 8" PVC SDR 35 c 5 932.43 932.63 SANITARY SEWER \ CBMH 5 < 6 932.08 932.53 - - - - - - - - - 134TH STRE N - 7 931.74 932.33 MH 23 -_- RIM = 937.37 CBMH 60 8 931.45 932.33 INV-N = 929.22 MH 52 CBMH 51 399 LF V SDR 35 CBMH 63 INV-E = 929.32 ° SANITA S W R 2 - 6 GATE VALVES W/° X 9 931.14 932.33 b� N �, 2 - 6 U=b� N _ ON EAT & SOU H RUN �� CB H 61 BE ORE ATE VA VES 65 LF 8" PVC SDR 35 H 24 CBMH 62 1 SANITARY SEWER RIM = 938.1 I - - _ V 4 INV-NW = 929.5 I I I 00 LF 8" PVC DR 35 INV-E = 929.E I I GFE = 942.3 I GFE = 942.3 GFE = 942.5 SANITARYI SE ER I I GFE = 942.3 LFE = 934.4 I GFE = 942.6 GFE = 943.2 I GFE SANITA Y SE E LFE = 934.4 LFE = 935.3 LFE = 934.4 LFE = 934.6 LFE = 934.6 415 LF 6" DIP I I I MATCH LI I I 52 CL WATERMAIN I LATERAL ELEVATION AT RIGHT OF WAY/EASEMENT BLOCK 5 RII� = 93 I 9 I 8 I 7 I � I INV-W = 6 v LO LOT MIN MAX 92��9 WO WO WO I - I 4 INV-E - 930.0 WO LO Z 4 933.00 933.23 O GFE _ / 943.9 GFE _ / -936.0 943.8 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 UTILITY3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC 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 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g �� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C42 OF 67 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 - 142 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC