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OUTLET NOZZLES & THRE )S: TWO 2-112" €-10SE <br />CONNECTION AND ONE 4-112" PUMPER CONNECTION, <br />(NATIONAL STANDARD THREADS) <br />3,q ga. <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX J <br />AS SPECIFIED `1 <br />I <br />MIN <br />STREET <br />VARIES <br />I <br />WATERMAIN <br />2'-' <br />BONNET <br />ADAPTOR <br />"HYDRAFINDER" (CANDYCANE) <br />FIRE HYDRANT LOCATOR <br />WATEROUS WB -67 AS SPECIFIED <br />BURY 8.0' <br />18"-24" <br />1" MIN. <br />2' MAX. <br />GEOTEXTILE FABRIC <br />MnDOT 3733 TYPE 3 <br />V WASHED COARSE <br />GRAVEL OR CRUSHED <br />ROCK TO B' ABOVE WASTE <br />OPENING MIN. 113 CY <br />I( BRACING AS <br />REQUIRED <br />PRECAST CONCRETE <br />BLOCK <br />r- <br />8,x8'x16' y <br />PRECAST CONCRETE <br />BASE AS SPECIFIED Z DIAMETER BY T DEEP <br />PIT UNDER HYDRANT <br />FILLED WITH GRAVEL FOR <br />ALL INSTALLATIONS. <br />NOTES: <br />1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF <br />BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. <br />2. ALL HYDRANT LEADS SHALL BE TIED WITH 314" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE <br />TO 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 BOUT 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 />CITY of Special Details <br />TYPICAL HYDRANT °M°' <br />04-01-15 <br />1UG0 INSTALLATION HU -W-1 <br />EST. 1906 01-20-17 <br />CC <br />611 <br />NOTE: <br />PIPE BEDDING SHALL CONFORM TO ASTM D-2321 "RECOMMENDED <br />PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC <br />SEWER PIPE" EXCEPT PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR <br />CLASS 11 WITH 100% PASSING A 3/4 INCH SIEVE AND NOT MORE THAN <br />10% PASSING A No. 200 SIEVE. <br />PLASTIC PIPE BEDDING <br />STEEL POST <br />PAINTED BLUE <br />WI W <br />z � <br />CL <br />w STREET a <br />AS REQUIRED AS REQUIRED <br />tL a <br />1' 1' <br />T-6" MIN COVER <br />CURB BOX WITH 1'-114" STANDPIPE <br />ANDSTATIONARY ROD <br />(8'-6" AT FULL EXTENSION) 1"CORP STOP <br />1' TYPE K COPPER f 1' TYPE K COPPER <br />8" x1 3"x5" MANHOLE BLOCK WATERMAIN J HORIZONTAL GOOSENECK <br />LOOP SHALL BE NO HIGHER <br />THAN WATERMAIN <br />NOTES: <br />1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT <br />DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT <br />PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. <br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB <br />BOXES A-1 OR CITY APPROVED EQUIVALENT. <br />3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22 -444M OR <br />CITY APPROVED EQUIVALENT. <br />4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' <br />BEYOND THE RIGHT OF WAY. <br />CITY OF Special Details <br />TYPICAL WATER SERVICES °�°° 04—a1-15 <br />1UG0 <br />FOR WATERMAIN HU -W-2 <br />EST. 1906 01-20-17 <br />STREET <br />3' <br />WATER MAIN <br />TEE <br />NOTE: <br />5' HEAVY METAL FENCE POST <br />WIRED TO MARKER. <br />(VACANT LOTS ONLY) -r <br />VALVE BOX <br />SERVICE <br />VALVE <br />EXISTING' <br />GROUND <br />LINE Q0 <br />z <br />WIRE <br />TOGETHER <br />I <br />2"X4" <br />MARKER <br />II <br />L_I <br />PLUG <br />VALVES SHALL BE TIED TO TEE AT MAIN WITH 2 3/4" ROUND <br />TIE RODS. ALL TIE RODS TO BE COAL TAR COATED AFTER <br />INSTALLATION. RESTRAINED JOINTS BY USE OF MEGA—LUGS <br />OR APPROVED EQUAL MAY BE USED WHERE APPROVED BY ENGINEER. <br />TYPICAL LARGE WATER SERVICE (VALVE & BOX) <br />YHLYC 6UA SC I I <br />114'-I8' BELOW PAVE <br />AT GRADE IN TL <br />VALVE BOX SHALL BE SET T <br />HAVE 6' ADJUSTMENT UP AN <br />DOWN FROM FINISH GRAC <br />AGGREGATE AND MnDOT 3733 <br />TYPE 3 GEOTEXTILE FABRIC LINING <br />DRAIN PIT AND ATTACHED TO TOP <br />OF VALVE BOX FOOT PIECE <br />1-112' WASHED ROCKALL AROUND <br />MIN 113 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIA <br />TIE R <br />L <br />GATE VALVE ADAPTOR: <br />114" STEEL WITH <br />PROTECTIVE COATING <br />314" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR <br />SIDE VIEW <br />BONNET ADAPTOR <br />NOTES: <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 314' THREADED TIE RODS TO THE MAIN. MEGA LUGS MAYBE USED IN <br />LIEU OF TIE RODS. <br />S. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />CITY C:)F <br />FWGO <br />� EST. 1906 <br />VALVE BOX <br />INSTALLATION <br />NO SCALE <br />Special Details <br />04-01-15 <br />HU -W-3 <br />01-20-17 <br />DIA. STORM DIA. STORM <br />SEWER + 5' SEWER + 5 <br />STORM SEWER PIPE <br />18" MIN. <br />311 <br />SERVICE <br />INSULATION SHALL BE GROOVED <br />3" STYROFOAM, TYPE SM. <br />TYPICAL SERVICE INSULATION <br />o0wJ0-) <br />(COIJ <br />� <br />w - - �QD O N <br />o � <br />> <br />O <br />Lij <br />0 <br />O <br />00 Q :2 <br />Q <br />U <br />0 <br />0 0 0 <br />0 <br />m=Q <br />00 <br />N <br />X_ <br />? <br />J <br />F0 <br />� <br />� <br />N <br />L <br />0 <br />Z <br />0 <br />0 <br />D <br />Cj�- <br />ww <br />Cn_ <br />F7->-zo0 <br />r� <br />Q <br />0 <br />> <br />a- <br />Q <br />Q <br />J <br />Z <br />w <br />w <br />J_jm <br />Ln <br />N <br />ry <br />U <br />cn <br />1 <br />o <br />Z <br />— <br />vi <br />w <br />C/-)w-�� <br />m m <br />00 <br />_ <br />Ldw��w <br />w <br />O <br />z z <br />m <br />c� <br />> <br />w U 3: <br />U <br />C� <br />0z� <br />� vi Q <br />Q w no� <br />w <br />_ <br />X <br />w <br />Lnoo <br />C� C� C� <br />U <br />C� <br />I— <br />Lj_ <br />I <br />4-� o_a' <br />0- <br />x <br />V <br />M <br />N <br />X <br />cn 0 W <br />o0wJ0-) <br />(COIJ <br />� <br />w - - �QD O N <br />o � <br />> <br />O <br />Lij <br />0 <br />00 Q :2 <br />Q <br />U <br />0 <br />0 0 0 <br />0 <br />:I <br />00 <br />N <br />X_ <br />? <br />J <br />F0 <br />J <br />0 <br />N <br />W <br />0 <br />W <br />D <br />— <br />Z) <br />w <br />r� <br />Q <br />0 <br />00 <br />I <br />N <br />N <br />w <br />Ln <br />N <br />1 <br />Q <br />ro <br />m m <br />o <br />00 <br />w <br />O <br />z z <br />z <br />w U 3: <br />U <br />C� <br />~ <br />� vi Q <br />Q w no� <br />w <br />_ <br />X <br />w <br />w <br />J <br />C� C� C� <br />U <br />C� <br />I— <br />Lj_ <br />I <br />4-� o_a' <br />x <br />V <br />Q T� <br />V) <br />X <br />cn 0 W <br />x <br />w <br />c o� <br />x <br />w <br />03�°� <br />o <br />— U <br />Q� <br />X <br />Z <br />U <br />X <br />cn (D <br />x v <br />V) V) <br />x J <br />x <br />X <br />C U <br />N T <br />0 <br />O <br />�� 5 <br />N <br />0- <br />x <br />X <br />� Q) <br />0 <br />X4-1 <br />X X <br />U �0 <br />T UQU <br />N <br />X <br />Q) � + •— <br />� <br />c <br />in <br />-U0w0 <br />0 <br />M <br />M <br />h <br />h <br />O <br />N <br />b <br />0 <br />in <br />? <br />�y <br />E <br />O <br />Q1 <br />O <br />q <br />O <br />00 <br />h <br />Z <br />O <br />0 <br />Q <br />X_ <br />? <br />J <br />F0 <br />0 <br />Q <br />W <br />0 <br />W <br />D <br />_ <br />Z) <br />0 <br />w <br />Q <br />SHEET N0. / <br />7 OF <br />/ 9 <br />