Laserfiche WebLink
PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C900 - DETL.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:19 AM <br />23030307-28-2023BJLC-904CIVIL DETAILSBJLCOPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:BJLBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN <br />LITTLE CANADA DEVELOPMENTNOTES:1. PLACE HYDRANT 5'-0" MIN. BEHIND BACK OF CURB, UNLESSOTHERWISE NOTED.2. FIRE HYDRANT MAIN VALVE IS TO FACE DIRECTION OF FIREDEPARTMENT ACCESS.3. PROVIDE HYDRANT FLAG PER CITY FIRE DEPARTMENT.UNDISTURBED SOILTEEFINISHEDGRADEVALVE BOX TYLER 6860-G SERIES OR APPROVEDEQUAL. SCREW TYPEWITH ADJUSTMENTFROM 75" TO 94"6" GATE VALVE6" DIP HYDRANT LEAD8" CONCRETE BLOCKUNDISTURBED SOIL8" CONCRETEBLOCKCONCRETETHRUST BLOCKINGCOMPACTEDBACKFILLTRAFFIC FLANGE2" ABOVE GROUNDMUELLER CENTURIAN ORWATEROUS PACER MODEL WB-150OR APPROVED EQUAL.HEIGHT VARIES.1 CU. YARD GRAVELOR CRUSHED ROCK.COVER WITHPOLYETHYLENETIE WITH MIN.OF TWO 3/4"TIE RODS1'-10"2"6'-0" MIN.8'-0" MIN. COVERMARKER PER CITYSTANDARDS2' (MIN.)1' (MIN.)WAT 02: 4/221C-904HYDRANT ASSEMBLYNOT TO SCALE7'-6" MIN.COVER9' TYP.12" X 12" X 4"CONCRETE BLOCKCOPPER SERVICE PIPE TYPEAND SIZE AS SPECIFIEDWATERMAINCORPORATION STOP AND TAPPINGSADDLE AS REQUIRED (PLACE ELBOWTO MAINTAIN COVER AS NEEDED)PROVIDE 8" VERTICAL LOOPIN WATER SERVICECURB BOXAND STOP6" CRIMPTAIL ORCONNECT TOEXISTINGEXTENSION ROD IF SPECIFIEDIF CURB STOP IS IN DRIVEWAY ORSIDEWALK, SEE WAT-096'-2"X2" WOOD POST WIRED TO CURBBOX. PAINT TOP 6" BLUE (VACANTLOT-USE 6' STEEL FENCE POST)PROPOSED FINISHED GRADEEASEMENT LINER/W1'WAT 03: 4/222C-904TYPICAL WATER SERVICENOT TO SCALESEWERPIPENOTES:1. SEWER PIPE SHALL HAVE WATER TIGHT JOINTS FOR 10'EACH WAY FROM CENTERLINE OF WATER PIPE.2. PROVIDE MEGALUG RESTRAINT AT JOINT ON BENDS.3. COAT ALL ANCHORAGE AS PER SPECIFICATIONS.COMPACTED GRANULARSOIL BETWEEN INSULATIONAND PIPEEXISTING STORM SEWER PIPEPLACE 2" THICK POLYSTYRENEINSULATION PER MNDOT3760, CENTERED ONSTORM PIPE, 4' LONGLOWERED WATER PIPEWATERMAIN(SEE PLAN)INSTALL 45°BENDS WITHMEGALUGS ATEVERY JOINTFINISHED GRADE12"6"18" MIN.WAT 04: 4/223C-904WATER PIPE/SEWER CROSSINGNOT TO SCALE8" CONC. BLOCKBASEWATERGRADEVALVE BOXCENTERING BRACKET8' MIN. COVERWAT 05: 4/224C-904GATE VALVE AND BOXNOT TO SCALEDROP LIDTYLER NO. 6860MUELLER NO. H-10361BIBBY-STE-CROIX NO. B-5160TOPTYLER NO. 6860 26"MUELLER NO. H-10361 26"BIBBY-STE-CROIX NO. VB502 27"EXTENSIONTYLERNO. 58 14"NO. 59 18"NO. 60 24"MUELLER NO. 58 14"NO. 59 20"BIBBY-STE-CROIXVB520 NO. 57 9"VB521 NO. 58 14"VB522 NO. 59 20"VB523 NO. 60 26"BOTTOMTYLER NO. 6860 65"MUELLER NO. H-10361 65"BIBBY-STE-CROIX NO. VB516 60"ADJUST TOP TO 1/2"BELOW GRADE. BOX TOBE SET TO PROVIDE 12"OF ADJUSTMENTTYLER NO. 6860 MUELLER NO.H-10357 BIBBY-STE-CROIXB-5001 TYPE OR APPROVEDEQUIVALENTRESILIANT WEDGEVALVE CONFORMINGTO AWWA C-509STANDARDSNOTE:7.5' MINIMUM COVER REQUIREDOVER TOP OF WATER MAIN.THRUST BLOCKCADWELD TO EXISTINGWATER MAINCOPPER CONDUCTIVITY STRAPTAPPING SLEEVECOMPACTED GRANULARBACKFILL8" CONC. BLOCKUNDISTURBED EARTHTHRUST BLOCKWAT 06: 4/225C-904WET TAPNOT TO SCALEAPLAN VIEWATAPPING SLEEVESECTION A-ARESILIANT WEDGE VALVECONFORMING TO AWWAC-509 STANDARDSNOTES:1. INSULATION SHALL BE CENTERED UNDER PIPE.2. SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4"THICKNESS SHALL HAVE STAGGERED JOINTS TO ENSURECONTINUITY OF INSULATION COVER3. DEPTH FOR SANITARY AND STORM SHALL BE TO INVERT.DEPTH FOR WATERMAIN SHALL BE TO TOP OF PIPE.4. TAPE JOINTSFINAL GRADE1-2 LAYERS OF 2" THICKPOLYSTRENE INSULATIONPER MNDOT 3760.THICKNESS PERSCHEDULE ABOVE.UTILITY PIPEMINIMUM 4" SAND FILL6" SAND FILLB (VARIES)A(VARIES)℄WAT 07: 4/226C-904INSULATION DETAILNOT TO SCALEINSULATION SCHEDULEDEPTH (A)SEWER WATERMAINWIDTH OFINSULATINGBOARD (B)<5'4"4"5'5' - 7'02"3'>7'00012" (MIN.)OD OFPIPEDIPPIPEBACKFILL WITH SELECTEDMATERIAL FROM EXCAVATION,COMPACTED TO 100%STANDARD PROCTOR DENSITYPROVIDE BELL HOLEAT EACH JOINTUNDISTURBED SOILOR COMPACTED TO100% STANDARDPROCTOR DENSITY12" OR TOUNDISTURBEDSOILNOTE:1. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITYIN LANDSCAPED AREAS, 100% IN PAVED AREAS OR WITHIN 5 FT OF STRUCTURE.WAT 13: 4/227C-904DUCTILE IRON PIPE WATER MAIN TRENCHNOT TO SCALECOMPACTED BACKFILLAS SPECIFIEDNOTES:1. PROVIDE TAMPER SWITCH.2. COORDINATE WITH ELECTRICAL.INDICATOR POST PERCITY STANDARDSFINISHED GRADECOMPACTED BACKFILLGATE VALVE W/BOX8" CONCRETE BLOCKUNIDISTURBED SOILPER BEDDING DETAILRISER5'-9"MIN.3'-3/4"2'-6"BURY LINEWAT 16: 4/228C-904POST INDICATOR VALVE WITH BOXNOT TO SCALE