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GENERAL NOTES: <br />BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" <br />IN ROCK t=Do/12, BUT NOT LESS THAN 6" <br />IF UNSTABLE TRENCH BOTTOM SUBGRADE CONDITIONS ARE ENCOUNTERED, ADDITIONAL CRUSHED ROCK <br />FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. <br />TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND <br />PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL <br />REGULATIONS. <br />CONSTRUCTION SEQUENCE: <br />1. PLACE BEDDING MATERIAL. SHAPE TO MATCH PIPE, REMOVE <br />MATERIAL FOR BELLS <br />-� 2. COMPACT OUTER BEDDING <br />- 3. INSTALL PIPE TO LINE AND GRADE <br />4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE <br />5. COMPLETE BACKFILL TO SPECIFICATIONS. <br />z_ TRENCH BACKFILL <br />ENGINEERED FILL: SEE <br />SPECIFICATIONS FOR MATERIAL AND <br />COMPACTION REQUIREMENTS <br />OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE <br />CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. <br />(NATIONAL STANDARD THREADS) <br />5 <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX AS <br />SPECIFIED <br />"HYDRAFINDER" (CANDYCANE) FIRE <br />HYDRANTLOCATOR <br />WATEROUS WB-250 AS SPECIFIED <br />BURY 8.0' <br />18"-24" <br />1 <br />Li I I I RN I <br />1" MIN. <br />2" MAX. <br />HAUNCHING AND INITIAL <br />Do BACKFILL: ENGINEERED FILL 1" <br />2'-6" <br />MAX. PARTICLE DIA. <br />_ <br />GEOTEXTILE FABRIC <br />MnDOT 3733 TYPE 3 <br />BEDDING MATERIAL <br />Do/6 <br />MIDDLE BEDDING <br />12"MIN <br />7'-6" <br />1" WASHED COARSE <br />PLACED LOOSELY <br />P:l <br />N <br />BONNET <br />GRAVEL OR CRUSHED <br />STREET, <br />ADAPTOR <br />ROCK TO 6" ABOVE WASTE <br />OPENING MIN.1/3 CY <br />CONCRETE/DUCTILE IRON PIPE BEDDING <br />VARIES' <br />NO SCALE <br />r <br />/ <br />I <br />-"_: <br />._:�S�i"' <br />BRACING AS <br />REQUIRED <br />' '"'E ^� TRENCH <br />PVC/HDPE PIPE BEDDING <br />ENGINEERED FILL: SEE <br />SPECIFICATIONS FOR BACKFILL AND <br />COMPACTION REQUIREMENTS <br />ENGINEERED FILL: 1" MAX PARTICLE <br />SIZE. SEE SPECIFICATIONS FOR <br />BACKFILL AND COMPACTION <br />REQUIREMENTS <br />BEDDING MATERIAL (SEE SPECS) <br />SHAPE TRENCH TO MATCH BELL <br />SECTIONS <br />BEDDING MATERIAL (SEE SPECS) <br />LINE OF BEDDING IN ROCK (8" SAND <br />BASE IN ROCK FOUNDATION) <br />NO SCALE <br />INN I /ALL Mt <br />APPRC <br />NOTES: P.V.0 <br />1. PAID AS CLEANOUT (EACH) AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE <br />SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO <br />ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. <br />2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER <br />3. BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. <br />/ Special Details <br />CITY OF <br />SANITARY SEWER Date: <br />04-01-15 <br />JGO <br />SERVICE CLEANOUT <br />Revised: HU-SS-3 <br />03-12-2020 <br />6" D.I.P. <br />WATERMAIN <br />PRECAST CONCRETE <br />BLOCK <br />8"x8"x16" s <br />PRECAST CONCRETE <br />BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PIT <br />UNDER HYDRANT FILLED <br />WITH GRAVEL FOR ALL <br />INSTALLATIONS. <br />NOTES: <br />1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS <br />IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. <br />2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO <br />HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. <br />3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE <br />4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. <br />5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL <br />6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. <br />/ CITY OF Special Details <br />TYPICAL HYDRANT Date: <br />04 01-15 <br />1WG0 INSTALLATION H U-W-1 <br />Revised: <br />EST. 1906 03-12-20 <br />3 HYDRANT <br />NO SCALE <br />PREDL LOGO <br />RAISED IMAGE <br />48" DIA. <br />�► A <br />L►A <br />SDR 26 PVC PIPE DIMENSION SPECIFICATIONS <br />SIZE <br />INCH mm <br />O.D. <br />INCH mm <br />I.D. <br />INCH mm <br />WALL THICKNESS <br />INCH mm <br />6" 152.40 <br />6.275 159.38 <br />5.793 147.142 <br />0.241 6.121 <br />81t203.20 <br />8.400 213:36 <br />7.754 196.952 <br />0.323 8.204 <br />10"ff4.00 <br />10.500 266.70 <br />9.692 246.177 <br />0.404 10.262 <br />12" <br />12.500 317.50 <br />11.538 293.065 <br />0.481 12.217 <br />15" <br />15.300 388.62 <br />14.124 358.750 <br />0.588 14.935 <br />SDR 35 PVC PIPE DIMENSION SPECIFICATIONS <br />SIZE <br />INCH mm <br />O.D. <br />INCH mm <br />I.D. <br />INCH mm <br />WALL THICKNESS <br />INCH mm <br />4" 101.60 <br />4.215 107.06 <br />3.975 100.965 <br />0.120 3.048 <br />6" 152.40 <br />6.275 159.38 <br />5.915 150.241 <br />0.180 4.572 <br />81, 203.20 <br />8.400 213.36 <br />7.920 201.128 <br />0.240 6.096 <br />10" 254.00 <br />10.500 266.70 <br />9.900 251.460 <br />0.300 7.620 <br />12" 304.80 <br />12.500 4 317.50 <br />11.7804 299.212 <br />0.360 4 9.144 <br />15" 381.00 <br />15.300 388.62 <br />14.426 366.420 <br />0.437 11.100 <br />SECTION A -A N.T.S. <br />DETAIL B GASKET <br />N.T.S. <br />PREDL TYPE 300 - <br />INSIDE DROP <br />CAP <br />SPIGOT END <br />6" INSIDE DROP PIPE <br />(LENGTH TO SLID) <br />SPIGOT END <br />6" 451 ELBOW - <br />INSIDE DROP ASSEMBLY DETAIL <br />N.T.S. <br />PREDL INSIDE DROP TYPE 300 - FOR 1350mm FULLY LINED PRECAST MANHOLE <br />systems <br />7520 Conrad Street <br />Burnaby, B.C. V5A 2H7 <br />Phone : 604 415-9944 <br />Fax : 604 415-9954 <br />DRAWN BY: DATE DRAWN: <br />R.H. JAN.17/12 <br />APPROVED: <br />REVISION: <br />NO: DATE: <br />LOAD RATING <br />SEE DWG. NO. 19 <br />SPECIFIED FOR: <br />DESCRIPTION: <br />PREDL INSIDE DROP TYPE <br />300 - FOR 1350mm FULLY <br />LINED PRECAST MANHOLE <br />DWG. NO. REV. NO. <br />8 <br />CATALOG NUMBER: <br />VALVE BOX SETTING TO BE <br />1/4"-3/8" BELOW PAVEMENT AND <br />AT GRADE IN TURF AREAS <br />VALVE BOX SHALL BE SET TO <br />HAVE 6" ADJUSTMENT UP AND <br />DOWN FROM FINISH GRADE <br />VALVE BOX <br />TYLER 6860 SERIES <br />AGGREGATE AND MnDOT 3733 TYPE <br />3 GEOTEXTILE FABRIC LINING DRAIN <br />PIT AND ATTACHED TO TOP OF <br />VALVE BOX FOOT PIECE <br />D.I.P. WATERMAIN <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH PROTECTIVE <br />COATING <br />3/4" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR <br />11 _ SIDE VIEW . 11 <br />LID SHALL BE LABELED IN RAISED <br />LETTERS "WATER" <br />T-6" COVER <br />MIN. <br />BASE ADAPTOR <br />ADAPTOR, INC <br />TIE RODS J f� <br />GATE VALVE t�`� i • ` '1 K®r <br />` r' <br />8"x13"x5" MANHOLE BLOCK <br />1" WASHED COARSE GRAVEL OR <br />CRUSHED ROCK TO 6" ABOVE <br />NOTES: WASTE OPENING MIN. 3 CY <br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN <br />LIEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT N <br />ALLOWED. O SCALE <br />CITY OF Special Details <br />VALVE BOX Date: <br />04 01-15 <br />INSTALLATION H U-W-3 <br />Revised: <br />\ EST. 1906 03-12-20 / <br />VALVE BOX <br />NO SCALE <br />ARCHITECTURAL <br />CONSORTIUM L.L.C. <br />901 NORTH THIRD STREET, <br />SUITE 220 <br />MINNEAPOLIS, MN 55401 <br />612-436-4030 <br />PROJECT <br />CATTLE HOUSE <br />RESTAURANT & <br />EVENT CENTER <br />HUGO, MINNESOTA <br />S H E E T I N D E X <br />PLANNED UNIT <br />DEVELOPMENT <br />(PUD)l <br />PRELIMINARY PLAT, <br />SITE PLAN REVIEW <br />oz/v/zoZo <br />ISSUE DATE <br />AMENDED CITY APPLICATION 02/20/2020 <br />CITY COMMENTS 03/02/2020 <br />CITY COMMENTS 1 04/10/2020 <br />D E S I G N <br />Civil Engineering Landscape Architecture I Construction Services <br />901 N 3rd STREET, SUITE 120 <br />MINNEAPOLIS, MN 55401 <br />p 612.260.7980 www.elanlab.com <br />f 612.260.7990 <br />C E R T I FICAT10N <br />I hereby certify that this plan was prepared by me, <br />or under my direct supervision and that I am a <br />duly Licensed Professiop eer under the <br />laws of the statey�l A. `OA` <br />N �\3 <br />co <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-504 <br />SANITARY CLEANOUT <br />NO SCALE <br />INSIDE DROP SANITARY MANHOLE <br />NO SCALE <br />PROJECT NO, <br />ARC19010 <br />