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1 2 3 4 5 6 7 8 L <br />NEW ELEMENTARY <br />NOTES: SCHOOL <br />1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. <br />SMOOTH BAR @ <br />2" O.C. EACH WAY 2.) ALL HYDRANT LEADS SHALL BE VALVED. 15198 Forest Boulevard <br />3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG Hugo, Minnesota 55038 <br />N <br />PER HYDRANT IS REQUIRED. ■ <br />X TOP OF WEIR 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON <br />ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. <br />A 926.50 <br />5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TIE LAST 3 JOINTS ON INLET AND OUTLET. INDEPENDENT SCHOOL <br />INLET 12" HDPE TAGS WHEN INSTALLED. IF NO APRON IS USED TIE THE LAST 3 SECTIONS <br />6 MAX � � INV: 924.80 OF PIPE. DISTRICT #624 <br />6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A QNEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. USE 2 TIE BOLT FASTENERS PER JOINT 4855 Bloom Ave <br />-N INSTALLED AT 60 FROM TOP OR BOTTOM <br />7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE YDRANT FLAG TO OF PIPE. White Bear Lake, Minnesota 55110 <br />COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES BE INSTALLED ON <br />924.80 GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" THE NOZZLE SECTION USE 5/8" TIE FOR PIPE SIZES 12" TO 27". <br />6" ORIFICE 6 OF BREAKOFF SECTION. I USE 3/4" TIE FOR PIPE SIZES 30" TO 66". <br />MN I ACKFILL TO USE 1" TIE FOR PIPE SIZES OVER 72". <br />c j� BE TAMPED <br />NUTS AND WASHERS ARE NOT REQUIRED ON <br />PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. � — PIPE SIZE LESS THAN 21 ". <br />HOT DIP GALVANIZE AFTER FABRICATION.TRASH <br />FLARED END 3'-5' FROM TEE SCREW TYPE GROUND LIN I 0 a_ LARGER PIPEDS WILL BE REQUIRED ON 18" OR <br />OUTLET 12" HDPE OT IN WHEEL TRAC GROOVE I— a <br />1 SECTION DETAIL INV: 924.80 VARIABLE > z • • <br />C601 NOT TO SCALE z I 0 U SIZE OF PIPE BARS BOLTS "0" <br />1 CUBIC YARD 01- w <br />WASHED DRAIN (D z 12" TO 18" 3/4" 5/8" 4 <br />ROCK COVER <br />w z 21 " TO 42" 1 " 3/4" 6" <br />MITERED DRAIN GRATE J 48 TO 72 1 1/4" 1" 12" <br />m <br />FOR INFORMATION SEE WEB SITE WITH 4 MIL .:.. - <br />AT WWW.MITEREDDRAIN.COM <br />POLYETHYLENE..:.,.:.;.;:::.::... .. ;' z u0 <br />SCOPE (707) 620-060600 <br />>>7 OUTLET STRUCTURE - 17 <br />— Om <br />FLOW <br />PIP <br />24"MAX <br />5 WEIR DETAILS <br />_ <br />NOT TO SCALE MAIN � � \\ \\ \\�\ p WOLD ARCHITECTS <br />PIP° a , AND ENGINEERS <br />rrrr <br />FLOW <br />EGA LUG" "MEGA LUG"\\'�\\' '�\\'�\\' 332 Minnesota Street, Suite W2000 <br />8" CONCRETE BLOCK Saint Paul, MN 55101 <br />UNDISTURBED SOIL PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. <br />COUPLING HOT DIP GALVANIZE AFTER FABRICATION. <br />A woldae.com 1 651 227 7773 <br />MITERED END GRATE DETAIL HYDRANT & GATE VALVE <br />2 NOTES: 8 INSTALLATION DETAIL CONCRETE FLARED END <br />C601 NOT TO SCALE 1.) GROUT BOTTOM OF MANHOLE TO 1/2 C601 SECTION DETAI L <br />_ OR 2/3 DIAMETER OF PIPE AND SLOPE NOT TO SCALE 11 <br />a � ° GROUT 2" PER FOOT. C601 <br />PRECAST INVERT SHOULD BE 1/2 d I d NOT TO SCALE KRAUS-AN DERSON <br />DIAMETER OF PIPE AND BENCHES 2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESS <br />SLOPED 2" TOWARD INVERT. dd ° WITH USED FOR CASTING ADJUSTMENT. NOTES: <br />I � <br />501 South Eighth Street <br />d ° d` 3.) COPOLYMER POLYPROPYLENE PLASTIC, 1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS. Minneapolis, MN 55404 <br />d ~ WITH 1/2" GRADE 60 STEEL REINFORCEMENT krausanderson.com 1 612 332 7281 <br />OR APPROVED EQUAL, STEPS 16" O.C. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON <br />a � a DOWNSTREAM SIDE. <br />ALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN. <br />d ° <br />_ d ° 4.) KOR-N-SEAL MANHOLE OR EQUAL 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" <br />°d - a I a CONSIDERED ACCEPTABLE ALTERNATE. TAGS WHEN INSTALLED. Larson <br />d <br />° 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE <br />°. MANHOLE STEPS SHALL BE PLACED B I B COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES Engineering, Inc. <br />SO THAT OFFSET HOLE IN TOP SLAB GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" 3524 Labore Road <br />.4 d °- IS FACING DOWNSTREAM. MANHOLE FRAME & COVER: NEENAH R-1642, OF BREAKOFF SECTION. White Bear Lake, MN 55110 <br />a a A TYPE B LID, WITH MACHINED BEARING SURFACES & 651.481.9120 (f) 651.481.9201 <br />NO BLOCK STRUCTURES ARE ALLOWED LETTERED "SANITARY SEWER" WITH TWO CONCEALED 5.) CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE www.larsonengr.com <br />PICK HOLES, OR APPROVED EQUAL. <br />MANHOLE FRAME & COVER: <br />NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE) ADJUST CASTING TO 1/2" BELOW FINISH ©2020 Larson Engineering, Inc. All rights reserved. <br />NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE) BLACKTOP GRADE. <br />NEENAH R-3067, TYPE L GRATE (CB, BARRIER) <br />PLAN NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE) d 00 Q FULL MORTAR BED BETWEEN CASTING, RINGS, AND <br />*UNLESS OTHERWISE NOTED a . MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THE <br />RINGS WITH NON -SHRINK GROUT. NO SHIMS OF ANY SCREW TYPE <br />. Q MATERIAL ARE ALLOWEDINSTALL EXTERNAL CHIMNEY SEAL. 3'-5' FROM TEE <br />_ MINIMUM OF 2, MAXIMUM OF 5 OT IN WHEEL TRACK <br />CONCRETE ADJUSTMENT RINGS WITH FULL o 27" no <br />BED OF MORTAR BETWEEN EACH AND - a - 2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT, <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS MAX. 12" HEIGHT) INCLUDES MORTAR. z <br />OF ANY MATERIAL ALLOWED. INSTALL EXTERNAL d d <br />a CHIMNEY SEAL d I ~ <br />6" PRECAST REINFORCED CONCRETE SLAB. ro ° d CL. II REINFORCED <br />s. CONCRETE PIPE. <br />SEAL WITH 2 BEADS OF RAM-NEK. <br />° I <br />ALL JOINTS IN MANHOLE TO HAVE ALL BUTTED JOINTS BETWEEN SECTIONS <br />d 'O' RING RUBBER GASKETS. a d SHALL HAVE'O' RING RUBBER GASKETS. <br />MANHOLE STEPS, COPOLYMER POLYPROPYLENE <br />5" MIN. PLASTIC, WITH 1/2" GRADE 60 STEEL MAIN <br />REINFORCEMENT OR EQUAL, 16" O.C. ° <br />D °. d 5" MIN. <br />m <br />VARIABLE PRECAST CONCRETE SECTION m zVA IABLE o EGA LUG" <br />00 ° 00 PIPE SHALL BE CUT OUT PRECAST CONCRETE SLAB �- W_ <br />d (D FLUSH WITH INSIDE FACE „ <br />d 8" PRECAST SEGMENTAL CONCRETE BLOCK < z WITH 4 REBAR @ 8 E.W. Q <br />Q d — OF WALL. # LL <br />> _ <br />TO TOP OF THE PIPE SHALL BE USED > <br />No U) 2 WATERTIGHT CONNECTION 0 0 <br />;, � WITH SIZE AND DEPTH PROHIBIT THE <br />FABRICATION OF PRECAST UNITS. a 8 N <br />(BOOT, TYPICAL) SLOPE: 2"/FT <br />GATE VALVE <br />9 INSTALLATION DETAIL <br />d <br />d d 8" MINIMUM SLAB THICKNESS, a <br />6' MINIMUM DIAMETER PRECAST _ _ FLOW tr <br />Q d a °d C601 <br />CONCRETE SLAB, REINFORCED NOT TO SCALE <br />° <br />° ° ° WITH #4 REBAR @ 8" E.W. d a _ d <br />° °. °d °. ° d d ° <br />GROUT BOTTOM ° . d ° ° COMPACT TO TOP`o ° d ` d <br />OF PIPE, TO FIRST <br />SECTION WATERTIGHT CONNECTION JOINT. <br />(BOOT, TYPICAL) SECTION A -A SECTION B-B DUCTILE IRON GRATE <br />12" STANDARD H-20 <br />SANITARY I hereby certify that this plan, specifications or report <br />CATCH BASIN MANHOLE DETAIL <br />3 SEWER MANHOLE DETAIL d was prepared me or under my direct supervision <br />C601 and that I am a duly licensed Professional Engineer <br />NOT TO SCALE C601 underthelaws of they state of Minnesota. <br />NOT TO SCALE <br />a <br />0 <br />Matt Woodruff, P.E. <br />Date: 11.20.2020 Lic. No.: 41885 <br />INLET 12" HDPE <br />Revisions <br />E INV: 924.30 <br />3 TOP OF WEIR z NYLOPLAST 12" x 8" Description Date Num <br />Q Addendum #2 December 10, 2020 1 <br />4" THICK INSULATION LAYER WITH JOINTS J INLINE DRAIN <br />Pond Revisions January 15, 2021 2 <br />926.50 STAGGERED AND EXTENDING A MINIMUM OF 4' <br />City Submittal February 5, 2021 <br />EACH WAY FROM WATERMAIN C/L w <br />El d <br />8" PVC PIPE <br />w <br />3 <br />z <br />m <br />MECH. COMPACTED <br />MEGA LUG a BACKFILL <br />924.30 RESTRAINT SEWER a_ <br />(TYP.) a , <br />6" ORIFICE <br />Comm: 12196195 <br />Date: 11.20.2020 <br />���\\rr/ WYE Drawn: KBK <br />d <br />i <br />Check: MJW North <br />BEND(TYP.) 18" MIN. 10 INLINE DRAIN DETAIL <br />C601 NOT TO SCALE DETAILS <br />OUTLET 12" HDPE <br />INV: 924.30 <br />NOTES: <br />1. ALL JOINTS TO BE MEGA LUGGED. D <br />F OUTLET STRUCTURE - 5 <br />4 WEIR DETAILS D (MIN) = 10' GREATER THAN OUTSIDE <br />C601 NOT TO SCALE DIAMETER OF SEWER - CONTINUOUS <br />PIECE OF WATERMAIN (NO JOINTS) <br />WATERMAIN/SEWER Scale: Per Plan <br />7 CROSSING DETAIL <br />C601 NOT TO SCALE 6 <br />1 1 1 1 1 1 r <br />