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GATE VALVE ADAPTOR: 1/4"STEEL WITH PROTECTIVE OUTLET NOZZLES&THREADS:TWO 2-1/2"HOSE "HYDRAFINDER"(CANDYCANE)FIRE COATING 3701 WAYZATA BOULEVARD ��y \ \ \ ♦ \ 1/4"PLYWOOD CONNECTION AND ONE 4-1/2"PUMPER CONNECTION. HYDRANT LOCATOR 3/4"RUBBER GASKET ,•:.� EACH AREA u'E \/ ':?��.= �� OVER FACE SUITE 100 (NATIONAL STANDARD THREADS) '.•.:�_.. IS 1/2 OF ,:,; •:'•;�:=:. INSTALLED BETWEEN GATE •••'':• OF BOLTS MINNEAPOLIS MN 55416-3791 VALVE AND ADAPTOR TOP VIEW TABULATED TOTAL AREA PH: 763-475-0010 WATER OUS WB-250 AS SPECIFIED rr< \ / www.srfconsulting.com <17 5' BURY 8.0' VALVE BOX SETTING TO BE CAPS TO BE CHAINED 1/4"-3/8"BELOW PAVEMENT AND 11 . SIDE VIEW _ 1 / E' PLUG OR CAP PREPARED FOR (PENTAGON NUT ON CAPS) AT GRADE IN TURF AREAS PLUGGED CROSS WYE LID SHALL BE LABELED IN RAISED VALVE BOX AS LETTERS"WATER" / properties SPECIFIED 18"-24" '. VALVE BOX SHALL BE SET TO I :• Al DENNIS PROPERTIES HAVE 6"ADJUSTMENT UP AND ••`•"� �t:�?�•: DOWN FROM FINISH GRADE A2 2214 FIFTH STREET, UNIT 3, �� IIIV��M , •% 1"MIN. VALVE WHITE EAR LAKE MN 5110 2 MAX. TYLER 6860 SERIIEES BEND PLUGGED CROSS PLUGGED TEE 651-247-7007 2'-6" GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 AGGREGATE AND MnDOT 3733 TYPE TEE PLUGGED ON 3 GEOTEXTILE FABRIC LINING DRAIN NOMINAL PROJECT 7'-6"COVER TEE,WYE, PLUG OR 90°BEND, RUN 22-1/2° 11-1/4° PIT AND ATTACHED TO TOP OF FITTING SIZE, CAP PLUGGED CROSS 45°BEND BEND BEND VALVE BOX FOOT PIECE MIN. INCHES 7'-6" 1"WASHED COARSE Al A2 MIN BONNET GRAVEL OR CRUSHED STREET ADAPTOR ROCK TO 6"ABOVE WASTE OPENING MIN. 1/3 CY 4 1.0 1.4 1.9 1.4 1.0 - VARIES ;:� BASE ADAPTOR 6 2.1 3.0 4.3 3.0 1.6 1.0 - w ADAPTOR, INC V•J BRACING AS _�?'` ;.: 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 REQUIRED ``' •::a;. 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 d°•� �:a PRECAST CONCRETE D.I.P. WATERMAIN ;:: :' y, 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 •,,,5s:;•`` ' ��:�,•.t 6"D.I.P. BLOCK 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 �•••. ie• y� ` iw .�w WATERMAIN 1►rr•=:;�1 ,� . � a ��ys ;..,; 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 TIE RODS ', :: 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 8"x 8"x 16" GATE VALVE PRECAST CONCRETE ``• •>; ';s:'•'s ::';;:: +' 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 2'DIAMETER BY 3'DEEP PIT l-1 BASE AS SPECIFIED UNDER HYDRANT FILLED 8"x13"x5"MANHOLE BLOCK 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 LQ WITH GRAVEL FOR ALL 1"WASHED COARSE GRAVEL OR INSTALLATIONS. CRUSHED ROCK TO 6"ABOVE NOTES: Q NOTES: NOTES: WASTE OPENING MIN.3 CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS 1. GATE VALVES SHOULD BE USED ON 6"THROUGH 16"WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE 4. ALL VALVES SHALL BE TIED WITH 3/4"THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS.PER 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. LIEU OF TIE RODS. SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. FOLLOWING EQUATION: BEARING AREA=(TEST PRESSURE/150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE). 6. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT NO SCALE L.L 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED. O Special Details Special Details Special Details Of i, CITY OF TYPICAL HYDRANT i� CITY OF VALVE BOX i� CITY OF POURED CONCRETE THRUST W Date: Date: Date: 04-01-15 04-01-15 04-01-15 z 00 INSTALLATION Revised: Revised: Revised:HU-W-1 INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN HU-W-4 DC m-- EST.1906 03-12-20 -� EST.1906 03-12-20 -� EST.1906 03-12-20 O Q Ln z u Lr)z w � 0 � o = BITUMINOUS SURFACE en O z = PIPE (DIAMETER VARIES) CERTIFICATION 4" INSULATION (MINIMUM) 8'WIDE x 4"THICK I hereby certify that this plan, specification, or 5'-7'DEPTH report was prepared by me or under my direct supervision and that I am a duly Licensed RESTRAIN AS DIRECTED BY MECHANICALLY COMPACTED 6„ ENGINEE GRANULAR FILL Professional Engineer under the laws of the State of Minnesota. 6" MIN O GRASSY AREA UNDERGROUND UTILITY PIPE Signature Name: MICHAEL C. AARON MEGALUG 4 X PIPE DIAMETER 18" MIN Print Name: 22 1/2° OR 45° BEND 4'T 4' 5'-6'DEPTH Date: XXXXX Lic. No.: 25721 10' MIN. I ISSUE RECORD 6 STYROFOAM HIGHLAND 40 BRAND PLASTIC FOAM OR APPROVED NO. DATE DESCRIPTION TIE ROD 8'WIDE x 4"THICK EQUAL POURED CONCRETE OR 0 10-22-2021 CITY SUBMITTAL PRE-CAST REACTION BLOCK AS UNDERGROUND UTILITY 1 03-18-2022 CITY RESUBMITTAL APPROVED BY THE ENGINEER VARIES PIPE NOTES: 1. ALL TIE RODS TO BE SPRAYED WITH A BITUMINOUS COAL TAR PROTECTIVE COATING (I.E. LOCTITE HEAVY DUTY RUBBERIZED UNDERCOATING OR APPROVED EQUAL) 2. TIE RODS TO BE 5/8 " DIAMETER THREADED STEEL. 3. ALL WATERMAIN BOLTS ARE CORE-BLUE OR APPROVED EQUAL. 4' PROJECT INFO 4. PVC MEGALUGS WILL BE USED ON ALL CAST IRON PIPE. DRAWN: N. SCHAUFENBUEL 4" DESIGNED: N. SCHAUFENBUEL CHECKED: P. SCHROEDER NOTE: PROJECT NO: 14356.00 01. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4"THICK WATERMAIN LOWERING CENTERED OVER PIPE. NOT To SCALE 2. SEPARATE LAYERS TO MAKEUP 4"THICKNESS SHALL SH EET TITLE HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. CIVIL DETAILS � CITY OF INSULATION DETAIL Date: Special Details 04-01-15 � Revised: HU-W-5 EST.1906 03-17-2020 SHEET C567