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FENWAY BLVD NORTHFENWAY BLVD NORTHSEE DETAIL CBMH 107 RIM= 930.30 INV=926.30 (12") NW CBMH 106 RIM= 930.00 INV= 925.81 (12") SE INV= 925.81 (12") NE INV=925.81 (15") NW 8CBMH 105 RIM= 930.00 INV= 925.57 (15") SE INV=925.57 (15") NW 8CBMH 104 RIM= 930.00 INV= 925.41 (15") SE INV=925.41 (15") NW CBMH 103 RIM= 929.00 INV= 925.17 (15") SE INV=925.17 (15") NW 8CBMH 102 RIM= 929.00 INV= 925.00 (15") SE INV=925.00 (18") NW 8FES 100 INV= 924.00 (18") SE CBMH 203 RIM= 929.50 INV= 925.50 (12") SE INV=925.50 (12") W CBMH 202 RIM= 929.00 INV= 924.90 (12") E INV=924.90 (15") W 88CBMH 201 RIM= 929.50 INV= 924.30 (15") E INV=924.30 (15") W 8FES 200 INV= 924.00 (15") E 76 LF 12" STM @ 0.64% 60 LF 15" STM @ 0.40% 41 LF 15" STM @ 0.40% 60 LF 15" STM @ 0.40% 43 LF 15" STM @ 0.40% 78 LF 18" STM @ 1.27% 128 LF 12" STM @ 0.47% 83 LF 15" STM @ 0.72% 25 LF 15" STM @ 1.21% FES 302 INV=916.00 (12") S OCS 301 RIM=920.0 INV= 916.00 (12") N INV=919.00 (12") SW 888 LF 12" PVC SAN @ 0.00% FES 300 INV= 918.50 (12") NE 19 LF 12" PVC SAN @ 2.61% POND 1 NWL=924.0 HWL=926.9 BTM=918.0 POND 2 NWL=919.0 HWL=920.6 BTM=914.0 8888249 LF 12" STM @ 0.22%8888210 LF 12" STM @ 0.21% FES 303 INV= 919.00 (12") E STMH 304 INV= 919.45 (12") E INV=919.45 (12") W OCS 305 INV= 919.00 (12") E INV=920.00 (12") W 33 LF 12" STM @ 0.00% FES 306 INV=919.00 (12") W FFE=933.0 44448888888179 LF 12" STM @ 0.50% CB 204 RIM= 931.02 INV=926.39 (12") NW 238 LF 12" STM @ 0.50% CB 108 RIM= 930.30 INV=927.00 (12") SW CONSTRUCT MANHOLE OVER EX. PVC STUB INV=925.36±8" DIP WM212 LF 8" SAN SEWER @ 1.0%8" DIP WMHYD 6" G.V. HYD 6" G.V. MH 1 RIM=931.50 INV=925.36±44448" COMBINED SERVICE CONFIRM SIZE AND LOCATION WITH MECHANICAL ENGINEER 8" SANIATARY SERVICE INVERT=927.41 8"GV 8" TEE CONFIRM SIZE AND LOCATION WITH MECHANICAL ENGINEER (INSULATE) 6" DRAINTILE 6" DRAINTILE C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /04 / 2022 5:41 PMW:\2022\22012\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 - UTILITY PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS XCEL HUGO - TRAINING FACILITY 13620 Fenway Blvd N, Hugo, MN 55038 XCEL ENERGY 414 NICOLLET MALL, MINNEAPOLIS, MN 55401 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22012 JJD HW TWM 08/05/22 08/05/22 PRELIM CITY SUBMITTAL C3-1 C8-1 to C8-3 C1-1 EXISTING CONDITIONS C4-1 C2-1 L2-1 L3-1 GRADING PLAN CIVIL DETAILS UTILITY PLAN SITE PLAN LANDSCAPE DETAILS LANDSCAPE PLANS C1-2 DEMOLITION PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES L1-1 TREE INVENTORY N SCALE IN FEET 0 50 100 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG!WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY PLAN C4-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS BASED ON A SURVEY PREPARED BY CORNERSTONE LAND SURVEYING INC., DATED 06/14/2022.