|
NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGN1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OFEXISTING SUBSURFACE UTILITY DATA.”2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATESTATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATINGSERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION.3.SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIESRELATED TO THE SURVEY INFORMATION.4.COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING.5.OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFYUTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC UTILITY WORK AT LEAST 48 HOURS INADVANCE.6.FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TOCONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES FROM THEPLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS.7.ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADESWHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET IN PAVED AREAS TOMEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING.8.SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS, TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALLUTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL LOCATIONS. CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMSWITH SERVICE PROVIDERS.9.WATERMAIN AND WATER SERVICE CONNECTIONS TO BE CLASS 52 DUCTILE IRON PIPE (DIP), UNLESS NOTED OTHERWISE.MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST RESTRAINTS AT CHANGE OF DIRECTION, ANDPROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THEENGINEER. IF INSULATION IS REQUIRED, PROVIDE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS.10.WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM)STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS OCCUR, THE MORE RESTRICTIVEREQUIREMENT SHALL GOVERN.11.SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40, SDR35 OR 26, AS IDENTIFIEDON THE PLANS. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET.12.STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18" ORSMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED. POLYVINYL CHLORIDE PIPE (PVC) TO BESCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648.PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASHGUARDS AND ROCK RIP-RAP.13.OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENTRUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.14.ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER.15.PIPE LENGTHS THAT MAY BE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. APRONSSHOWN ARE INCLUDED IN THE LENGTH.16.SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE.17.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS ANDTRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.18.DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS.19.AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.UTILITY NOTESOVERALL AND PHASE 1 -UTILITY PLANC4.0SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO
<br />NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N,
<br />HUGO, MN 55038
<br />P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONUTILITY LEGENDPROPERTY LINESTORM SEWERDRAIN TILESANITARY SEWERWATER MAINELECTRIC (BURIED)ELECTRIC (OVERHEAD)TELEPHONE (BURIED)TELEPHONE (OVERHEAD)TELEVISION (BURIED)TELEVISION (OVERHEAD)FIBER OPTIC (BURIED)FIBER OPTIC (OVERHEAD)COMMUNICATION (UNDEFINED)NATURAL GAS LINELIMITS OF DISTURBANCEDRAINAGE & UTILITY EASEMENTSSTORM MANHOLE/CATCH BASINSTORM FLARED END SECTIONCLEAN OUT (CO)SANITARY MANHOLEHYDRANTGATE VALVEEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASUREDON 12-05-19ICE ELEVATION = OHWL 926.651(ALSO PROPERTY LINE)FLOOD PLAIN928.651125' SHORELINESETBACK LINE53 LF - 15" PVCSDR 35 SAN @ 0.27%111 LF - 15" PVC SDR 35 SAN @ 0.27%179 LF - 15" PVC SDR 35 SAN @ 0.27%194 LF - 15" PVC SDR 35 SAN @ 0.27%180 LF - 15" PVC SDR 35 SAN @ 0.27%80 LF - 15" PVC SDR 35 SAN @ 0.27%SAN MH 248" DIA.R-1642SOLID COVERRIM: 933.07INV. = 916.39CONNECT TOEXISTING MH 1RIM: 935.42SE INV 916.25EX. W INV 916.20SAN MH 348" DIA.NEENAH R-1642SOLID COVERRIM: 933.00W/N INV. = 916.69SE INV. = 918.50SAN MH 548" DIA.R-1642SOLID COVERRIM: 934.11INV. = 917.17SAN MH 648" DIA.R-1642SOLID COVERRIM: 934.11INV. = 917.69SAN MH 748" DIA.R-1642SOLID COVERRIM: 931.53INV. = 918.18CONNECT EXISTING15" SAN TO NEWSAN MH 8R-1642SOLID COVERRIM: 930.71SW INV. = 918.40NE INV. = 918.50±EX. 15" PVC SAN @ 0.24%45° BENDS11.25° BEND11.25° BEND45° BEND45° BEND10' (T
<br />Y
<br />P
<br />.
<br />)
<br />20'10'
<br />40'
<br />15'20'10'125 LF - 8" PVC SDR 35 SAN @1.00%CONNECT EXISTING8" SAN TO NEWSAN MH 448" DIA.NEENAH R-1642SOLID COVERRIM: 931.69NW INV = 919.75EX. S INV = 919.758" DIP CL 52 WM8" DIP CL 52 WM8" DIP CL 52 WM
<br />WITH TREESSTM FES 10212" DIA.W/ RIP RAPINV. 927.97STM SUMP CB/MH 10048" DIA.NEENAH R-1642GRATE COVER RIM 931.20INV. 928.21SUMP INV.925.21STM SUMP CB/MH 20048" DIA.NEENAH R-1642GRATE COVERRIM 930.35INV. 927.35SUMP INV. 924.35STM FES 20112" DIA.W/ RIP RAPINV. 927.1834 LF 12" RCPSTM @ 0.50%27LF 12" RCPSTM @ 0.50%20 LF 12" RCPSTM @ 0.50%STM SUMP MH 10148" DIA.NEENAH R-1642SOLID COVER RIM 931.78SW/E INV. 928.07SUMP INV. 925.078" DIP CL 52 WMNE BUILDING #2NE BUILDING #1NW BUILDINGSW BUILDINGSE BUILDINGOHWL = 926.651FFE = 934.80FFE = 934.80FFE = 933.75FFE = 932.70FFE = 935.35FFE = 935.50SAN STUB5' FROM BUILDING24 LF - 6" PVC SCH 40STUB INV. = 925.70WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE34 LF - 8" DIP CL 52TEE AND VALVE AT MAIN8" DIP CL 52 WM8" DIP CL 52 WMSAN STUB5' FROM BUILDING26 LF - 6" PVC SCH 40STUB INV. = 927.80WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE36 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING28 LF - 6" PVC SCH 40STUB INV. = 927.80WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE38 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING23 LF - 6" PVC SCH 40STUB INV. = 928.50WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE13 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING25 LF - 6" PVC SCH 40STUB INV. = 928.50WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE15 LF - 8" DIP CL 52TEE AND VALVE AT MAINHYDRANT12 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINHYDRANT10 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINHYDRANT9 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINEX. HYDRANTEX. HYDRANTHYDRANT6 LF - 6" DIP CL 52TEE AND VALVE AT MAINCONNECT TO EX.8" WATERMAIN8"X8"X6" TEE6" VALVECONNECT TO EX. 6" WATERMAIN.REMOVE HYDRANT AND VALVE,SALVAGE AND REUSE AS APPROVED BYTHE CITY.6" x 8" REDUCER AND VALVE.BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSCAP EXISTING SANITARYLINE AT PROPERTY LINEAT THE REMOVAL OFON-SITE EXISTINGSANITARYEX. 6" WMEX. 8" SANSTM CB MH 30148" DIA.NEENAH R-3067-VRIM 933.85S INV. 929.54/ W INV. 929.44STM CB MH 30048" DIA.NEENAH R-3067-VRIM 933.65INV. 929.8460 LF 12" RCPSTM @ 0.50%27 LF 12" RCPSTM @ 0.50%CONNECT TO EX. CB MH(INV. 929.30 +/-)30'40'
|