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CL <br />r` <br />7t <br />N <br />0 <br />N <br />0 <br />10 <br />0 <br />0 <br />Resolution No. 7207 <br />SEE CITY PLATE NO. STO-7 FOR RIPRAP PLACEMENT. <br />ANCHOR CLIP <br />Z <br />TIE LAST 3 PIPE JOINTS. <br />USE 2 TIE BOLT FASTENERS <br />PER JOINT. INSTALL AT <br />60' FROM TOP OR BOTTOM <br />OF PIPE. <br />PROVIDE 3 ANCHOR CLIPS TO FASTEN <br />TRASH GUARD TO FLARED END SECTION. <br />HOT DIP GALVANIZE AFTER FABRICATION. <br />TRASH GUARD SIZING <br />T PIPE SIZE <br />BARS <br />•H' BOLTS <br />12" <br />3/4"0 <br />2 1/2" 5/8" <br />15" <br />3/4"0 <br />3" 5/8" <br />ISOMETRIC 18„ <br />3/4"0 <br />4" 5/8" <br />21 "-24" <br />1110 <br />4" 3/4" <br />27"-36" <br />1110 <br />5" 3/4" <br />42" <br />1110 <br />6" 3/4" <br />48"-54" <br />1 1/4"0 6" <br />1.1 <br />60"-72" <br />1 1/4"0 7" <br />1.1 <br />78"-90" <br />1 1/4"0 8" <br />1.1 <br />O FLARED END DETAIL LOG <br />Q SECTION AND REVISIONS: DATE: <br />BOLTON <br />TRASH GUARD Created August 2018 & MEN K <br />ORONO PLATE NO: <br />ESHo�```G STO-600 Real People. Real Solutions. <br />WATERMAIN MATERIAL <br />AS SPECIFIED <br />BEDDING AND ENCASEMENT <br />MATERIAL SHALL BE SELECTED <br />MATERIAL FROM THE <br />EXCAVATION AS SPECIFIED <br />PROVIDE BELL HOLE <br />AT EACH JOINT <br />�COMPACTED BACKFILL <br />AS SPECIFIED <br />DIP WATERMAIN <br />TRENCH <br />NOT TO SCALE <br />DIP WATERMAIN DETAIL LOG BOLLON <br />TRENCH REVISIONS: DATE: <br />ORONO PLATE N0: Created August 2018 & MEN K <br />yelEWAT-201 <br />SHO 11 Real People. Real Solutions. <br />NOTE: <br />WYES, BENDS AND PIPE <br />SIZES AS REQUIRED BY <br />PLANS AND SPECS <br />TRACER WIRE <br />BEND AS REQUIRED <br />(45° MAX PER BEND) <br />FINISHED <br />SURFACE <br />W <br />z_ <br />J <br />10' TYP <br />z <br />} CWC <br />J N W <br />Z) LU <br />2"X4" WOOD <br />MARKER 4' <br />F_ <br />MIN ABOVE <br />GRADE <br />BRING TRACER J <br />WIRE TO SURFACE <br />z_ } AND TERMINATE <br />} IN ACCESS BOX <br />o AS SPECIFIED 2"X2" WOOD <br />0° WATERTIGHT MARKER <br />CAP (INCIDENTAL) <br />(INCIDENTAL) <br />ATTACH TRACER WIRE <br />TO SEWER MAIN WITH <br />STAINLESS STEEL CLAMP, <br />COAT CONNECTION \`�� SEWER SERVICE SLOPE ATTACH TRACER WIRE <br />WITH 3M SCOTCH KOTE REQUIREMENTS MIN 1.0% TO SEWER MAIN WITH <br />OR APPROVED EQUAL / OPTIMUM 2.0% -MAX 12.5% STAINLESS STEEL CLAMP, <br />/ RISER ON UNDISTURBED COAT CONNECTION <br />�� 0\ TRENCH WALL WITH 3M SCOTCH KOTE <br />OR APPROVED EQUAL <br />45' BEND SEWER SERVICE SLOPE <br />REQUIREMENTS MIN 1.0% <br />\� WYE BRANCH UNLESS OPTIMUM 2.0% -MAX 12.5% <br />SPECIFIED OTHERWISE <br />GRAVITY SEWER AS SPECIFIED <br />REFER TO TRENCH DETAIL FOR <br />INSTALLATION REQUIREMENTS <br />SANITARY SEWER SERVICE RISER, <br />NEW CONSTRUCTION, <br />WITH TRACER WIRE ACCESS BOX <br />NOT TO SCALE <br />SANITARY SEWER SERVICE DETAIL LOG <br />RISER NEW CONSTRUCTION <br />WITH TRACER WIRE ACCESS REVISIONS: DATE: BOLTON <br />ORONO PLATE N0: Created August 2018 & MEN K <br />ti SAN -101 <br />�l�KESHO��G` Real People. Real Solutions. <br />DROP LID <br />warER TYLER NO. 6860 <br />MUELLER NO. H-10361 <br />BIPPY-STE-CROIX NO. B-5160 <br />GRADE <br />TOP <br />TYLER NO. 6860 26" <br />MUELLER NO. H-10361 26" <br />BIPPY-STE-CROIX NO. VB502 27" <br />EXTENSION <br />TYLER NO. 58 14" <br />NO. 59 18" <br />NO. 60 24" <br />MUELLER NO. 58 14" <br />NO. 59 20" <br />BIPPY-STE-CROIX <br />VB520 NO. 57 9" <br />VB521 NO. 58 14" <br />VB522 NO. 59 20" <br />VB523 NO. 60 26" <br />NOTES: ALL DIP WATERMAIN SHALL BE <br />WRAPPED WITH 8 MIL POLY <br />INCLUDING ALL MECHANICAL JOINTS <br />7.5' MINIMUM COVER REQUIRED <br />OVER TOP OF WATER MAIN. <br />MEGALUGS OR 2 - 3/4" TIE RODS <br />REQUIRED FROM VALVE TO TEE. <br />ADJUST TOP TO 1/2" BELOW <br />GRADE. BOX TO BE SET TO <br />PROVIDE 12" OF ADJUSTMENT <br />TYLER NO. 6860 <br />MUELLER NO. H-10357 <br />BIPPY-STE-CROIX B-5001 <br />GATE VALVE BOX, SCREW TYPE, <br />3 PIECE, 5 1/4" SHAFT, SIZE G <br />BOX, T-6" EXTENDED, #6 <br />ROUND BASE <br />NUT EXTENSION INSTALLED <br />ONLY WHEN REQUIRED <br />BOTTOM STAINLESS STEEL BOLTS <br />TYLER NO. 6860 65" <br />MUELLER NO. H-10361 65" <br />BIPPY-STE-CROIX NO. VB516 60" GATE VALVES SHALL BE AMERICAN FLOW <br />j CONTROL 2500 SERIES OR AWWA APPROVED <br />EQUAL, RESILIENT SEAT WEDGE TYPE <br />3' GATE VALVE ADAPTER <br />r MEGALUG� MEGALUG <br />BASE i t <br />PIPE MATERIAL <br />AS SPECIFIED <br />GRANULAR BEDDING <br />AND ENCASEMENT <br />MATERIAL AS <br />SPECIFIED <br />TRACER WIRE AS SPECIFIED, <br />TAPE TO PIPE AT 5' <br />INTERVAL, PLACE WIRE <br />BELOW SPRING LINE <br />COMPACTED BACKFILL <br />AS SPECIFIED <br />OD + 24" <br />RN <br />12"(MIN) <br />ME <br />NON -RIGID SANITARY SEWER TRENCH <br />NOT TO SCALE <br />�Q�VD NON -RIGID SANITARY DETAIL LOG BOLTON <br />SEWER TRENCH REVISIONS: DATE: <br />ORONO PLATE N0: Created August 2018 & MEN K <br />SAN -200 <br />lgkESHOReal People. Real Solutions. <br />GATE VALVE ADAPTOR <br />NOT TO SCALE <br />GATE VALVE & <br />BOX INSTALLATION <br />ORONO PLATE NO: <br />WAT-400 <br />8" CONIC. BLOCK <br />1) GATE VALVE ADAPTOR: <br />ADAPTORS, INC. GATE VALVE <br />ADAPTOR OR EQUAL <br />1/4" STEEL WITH <br />UNDERGROUND COATING <br />2) NEOPRENE GASKET INSTALLED <br />BETWEEN THE GATE VALVE AND <br />GATE VALVE ADAPTOR TO <br />TYPICAL ABSORB ANY PRESSURE OR <br />GATE VALVE MOVEMENT CAUSED BY ROAD <br />TRAFFIC <br />DETAIL LOG <br />BOLTON <br />REVISIONS: DATE: & MEN K <br />Created August 2018 <br />Real People. Real Solutions. <br />ADJUSTING RINGS <br />CASTING OPENING <br />V) VARIES <br />Q <br />00 V <br />SECTIONAL VIEW <br />DRAINAGE STRUCTURE WITH SUMP <br />WITH TRACER WIRE <br />NOT TO SCALE <br />SERVICE SADDL- <br />WATERMAIN <br />TRACER WIRE <br />WATER SERVICE <br />TAPE @ 5INCREMENTS <br />D <br />TRACER WIRE <br />"GEL -FILLED WIRE NUT <br />AS SPECIFIED <br />NOTE: <br />TRACER WIRE, CONNECTORS, <br />AND TAPE ARE INCIDENTAL TO <br />WATER SERVICE INSTALLATION <br />WATER SERVICE TRACER WIRE CONNECTION <br />NOT TO SCALE <br />WATER SERVICE DETAIL LOG <br />�� p TRACER WIRE REVISIONS: DATE:QD BOLTON <br />CONNECTION rea a August1 & MEN K <br />I ORONO PLATE NO: <br />WAT-102 <br />71kESf{0 Real People. Real Solutions. <br />NOTES: <br />1. ECCENTRIC CONE SECTION MAY BE <br />USED IN DEEP STRUCTURES TO AVOID <br />MORE THAN 4 ADJUSTING RINGS <br />2. PIPE CUTOUTS TO BE LOCATED AS <br />SPECIFIED <br />3. STEEL REINFORCED PLASTIC STEPS <br />SHALL BE A POLYPROPYLENE PLASTIC <br />REINFORCED WITH A NO 2 DEFORMED <br />STEEL ROD GRADE 60 <br />4. BRING TRACER WIRE INTO MANHOLE <br />BELOW FIRST ADJUSTING RING, PROVIDE <br />T MIN COIL OF TRACER WIRE <br />WITHIN THE MANHOLE <br />5. CASTING TO BE TYPE R -3067-V UNLESS <br />OTHERWISE SPECIFIED ON PLANS <br />6. TRACER WIRE TO BE USED WHEN <br />NON-CONDUCTIVE PIPE IS INSTALLED <br />7. TRACER WIRE ONLY REQUIRED WHEN <br />DIRECTED BY THE CITY ENGINEER <br />DRAINAGE STRUCTURE DETAIL LOG <br />0 WITH SUMP,BOLTON <br />WITH TRACER WIRE REVISIONS: DATE: <br />Created August 2018 & MEN K <br />ORONO PLATE NO: <br />STO-105 <br />`:yam <br />`1kESHo�c Real People. Real Solutions. <br />.. LOUCKS <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />CADD files prepared by the Consultant for this project are <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of this project by others without written approval by the <br />Consultant. With the Consultant's approval, others may be <br />permitted to obtain copies of the CADD drawing files for <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />05-19-21 CITY SUBMITTAL <br />06-14-21 CITY COMMENTS <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Jeffrey A. Shopek - PE <br />License No. <br />19624 <br />Date <br />06-14-21 <br />C3-1 <br />GRADING & DRAINAGE PLAN <br />Loucks Project No. <br />19767 <br />Project Lead <br />JAS <br />Drawn By <br />TRG <br />Checked By <br />VMA <br />Review Date <br />06-14-21 <br />C1-1 EXISTING CONDITIONS PLAN <br />C1-2 <br />DEMOLITION PLAN <br />C2-1 <br />SITE PLAN <br />C3-1 <br />GRADING & DRAINAGE PLAN <br />C3-2 <br />SWPP PLAN <br />C3-3 <br />SWPP NOTES & DETAILS <br />C4-1 <br />UTILITY PLAN <br />C8-1 <br />DETAIL SHEETS <br />1-1-1 <br />LANDSCAPE PLAN <br />L2-1 <br />LANDSCAPE DETAILS <br />