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L <br />i <br />12" <br />7c_711-1_� <br />Compacted BackfillBcII- <br />0 2000# Concrete <br />SBA' LOAD FACTOR 2.3 <br />0.Bc+12" Min. Be" Denotes outside CLASS A <br />diameter of pipe <br />Concrete Backfill to 0.5 <br />of outside diameter with <br />shaped bedding. <br />lII Compacted Backfill <br />B e ill <br />+ + ++ ++ + + ++ Ill <br />0:5BC IIIII Course Filter Aggregate <br />Bc/4 but not' -I _I ++++++++++ ++ _II I- MnDOT Spec. 3149H Mod. <br />less than 6" <br />L <br />L <br />Bc/4 but not <br />less than 6" <br />LOAD FACTOR 1.9 <br />Bc+12" Min, Bc" Denotes outside CLASS B <br />diameter of pipe <br />Hand shaped from angular <br />bedding material <br />�I <br />Bc�ll�l Compacted Backfill <br />LOAD FACTOR 1.5 <br />0.SBc "Bc" Denotes outside CLASS C-1 <br />Bc+12" Min. diameter of pipe <br />Hand shaped from firm <br />undisturbed soil <br />Bc IIL Compacted Backfill <br />-I-I I- <br />+ P. Pe + + + iI II lI- Course Filter Aggregate <br />+ + + + + + II MnDOT Spec. 3149H Mod. <br />CI CI-11 CI CI I- I- LOAD FACTOR 1.5 <br />"Be" Denotes outside CLASS C-2 <br />Bc+12" Min. diameter of pipe <br />Hand shaped from angular <br />bedding material <br />PIPE BEDDING - RCP & DIP <br />NTS <br />Compacted Backfill <br />I- % . . . . . . . . . . . . . . <br />12" + + + + + + + + + + + + + + + <br />+ + + + + + + + + + + + + + I. <br />+ + + + + + + /17 <br />_I; Granular Borrow <br />+ + + + Be + (MnDOT Spec. <br />=1=1 ++++++ +++ 3149A modified) <br />+ + <br />6>> - + + + + + + <br />I-III=III=III=III= <br />Min. =Be+12 "Be" Denotes outside <br />diameter of pipe <br />PIPE FOUNDATION & BEDDING IN GOOD SOILS <br />Compacted <br />Backfill <br />-1 + + + + + + + + + + + + + + + + + +-' 12" <br />=1 + + + + + + + + + + + + + + + + + 1= <br />= + + + + + + + + + + + + <br />Bedding + + + + + + Bc + + + + + + = <br />+ + + + + + + + + + I-' <br />=1 + + + + + + + + + + + - <br />1=1 ,d////1=1- <br />Foundation =1 a�a0111e/ <br />- ��Course Filter <br />"Be" Denotes outside Minimum Agg. (MnDot Spec. <br />diameter of pipe 3149H Modified) <br />2d+Bc+12" <br />PIPE FOUNDATION & BEDDING IN POOR SOILS <br />OUTLET NOZZLES & THREADS: TWO 2-112" HOSE <br />CONNECTION AND ONE 4-112" PUMPER CONNECTION. <br />(NATIONAL STANDARD THREADS) <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE. BOX AS <br />SPECIFIED <br />STREET <br />URFtIFS <br />1 <br />WATERMAIN I <br />8".x S" K 16" <br />PRECAST CONCRETE <br />'HYDRAFINOFR' (CANDYCANF) FORE= <br />HY13RANTLOCATOR <br />WATFROUS WB-250 AS SPECIFIED <br />BURY 8,0' <br />GEOTEXTILE FABRIC <br />MnDOT 3733 TYPE 3 <br />V WASHED COARSE <br />GRAVEL OR CRUSHED <br />RN]C1t TO 6" AE30VE WA5TE <br />OPENING MIN. 113 CY <br />I[ BRACING AS <br />REQUIRED <br />PRECAST CONCRETE <br />BLOCK <br />BASE AS SPECIFIED 2' DIAMETER BY T 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 AAA NUFACTURER'S STANDARDS. <br />2. ALL HYDRANT LEADS SHALL BE TIED WITH 314' 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 />R 7 FI 3. HYDRANTS SHALL HAVE A 6 BREAK OFF TRA F C FLANGE <br />4, ALL RODS AND RETAINERS TO BE COATED WITH SITUMASTIC- <br />5. RED OR YELLOW `007 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-SLUE OR APPROVED EQUAL. <br />CITY QF Special Details <br />TYPICAL HYDRANT °"`" <br />{}4-01-15 <br />INSTALLATION HU-W-1 <br />Rerew <br />EST 1fl4fi 03.1E-20 <br />114" PLYWOOD <br />i„ EACH AREA i 4' w'.. OVER FACE <br />fS 112 OF 6F BOLTS <br />TABULATED <br />TOTALAREA <br />'LUG OR GAP <br />PLUGGED CROSS WyF <br />V <br />Al <br />BEND PLUGGED CROSS PLUGGED TEE <br />NOMINAL <br />SIZE. <br />INCHES <br />TEEWYE. PLUG OR <br />,FITTING <br />CAP <br />90` BEND. <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />45` BEND <br />22-112' <br />BEND <br />11-114" <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1A <br />1.9 <br />t4 <br />1.0 <br />- <br />- <br />6 <br />2.1 <br />3.0 <br />4.3 <br />3,0 <br />1.6 <br />1.0 <br />8 <br />3.8 <br />5.3 <br />7.8 <br />5.4 <br />2-9 <br />T.S <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.9 <br />BA <br />4.8 <br />2.6 <br />1.2 <br />12 <br />5.5 <br />120 <br />1TO <br />12.0 <br />0.8 <br />3.4 <br />1.7 <br />T4 <br />11-6 <br />16.3 <br />230 <br />18-3 <br />6.9 <br />4.6 <br />2.3 <br />16 <br />1,5.0 <br />21.3 <br />30.0 <br />21.3 <br />11,6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27 G <br />38.0 <br />270 <br />14.5 <br />7.6 <br />20 <br />23-5 <br />33.3 <br />47.0 <br />33.3 <br />78.1 <br />0A <br />4.7 <br />24 <br />54.0 <br />48.0 <br />68.0 <br />4$.0 <br />26.2 <br />13.6 <br />6.8 <br />NOTES: <br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. <br />4 BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE <br />5, A13OVE BEARING AREAS BASER ON TE57 PRESSURES OF 15.a PSI AND AN ALLOWABLE SOIL BEARING 5TRES5 OF 2000 LBS- PER <br />SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE <br />FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (20001SO1L BEARING STRESS) X (TABLE VALUE). <br />�► CITY OF Special Details <br />POURED CONCRETE THRUST <br />BLOCKING FOR WATERMAIN Hu,W-4 <br />EST. 1906 13.12- 20 <br />VALVE BOX SETTING TO BE <br />VV-318" 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 SOX <br />TYLER 6860 SERIES <br />AGGREGATE AND MnOOT 3733 TYPE - <br />3 GEOTEXTILE FABRIC LINING DRAIN <br />PIT AND ATTACHED TO TOP OF <br />VALVE BOX FOOT PIECE <br />D-IP_ WATERMAIN <br />BATE VALVE: ADAPTOR: <br />114" STEEL WITH PROTECTIVE <br />COATING <br />914" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR TOP VIEW <br />SIDE VIEW <br />LID SHALL BE LABELED IN RAISED <br />LETTERS "WATER' <br />I <br />T-6" COVER <br />MIN. <br />BASE ADAPTOR <br />ADAPTOR. INC <br />TIE RODS n <br />GATE VALVE <br />8`03"AY MANHOLE BLOCK <br />1" WASHED COARSE GRAVEL OR <br />CRUSHED ROCK TO W ABOVE <br />NOTES- WASTE OPENING MIN. a Cy <br />1, GATE VALVES SHOULD BE USED ON 6"THROUGH W WATERMAIN. <br />VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 2 A R N ER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. RIPE 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 MAY BE USED IN <br />L1EU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL70 THE PROJECT, <br />6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT NO SCALE <br />ALLOWED. <br />CITY of Special Details <br />:- . <br />VALVEBOX °ate. <br />U4-01-15 <br />INSTALLATION <br />N Remo HU-W-3 <br />EST. 1906 03.1E-20 <br />z <br />Q <br />J <br />IL <br />Lu <br />a a <br />zo <br />o} <br />�L_ <br />J ED <br />�w <br />z0 <br />ww <br />o LL <br />0 <br />a <br />DIA+3' 1-A�E <br />MATERIAL V-6" (MIN) <br />NOTES: <br />1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING <br />ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1 %MAX. WATER <br />ABSORPTION (ASTM C272). <br />2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, <br />ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. <br />3. OVERLAP ALL INSULATION BOARD JOINTS. <br />UTILITY PIPE INSULATION DETAIL <br />NTS <br />V THICK <br />sRD <br />C ALL <br />\TION <br />EPTH. <br />0 <br />C�OVHO <br />Civil Engineering - Surveying - Landscape Architecture <br />STANDARD NEENAH 7" R-1642 <br />FRAME WITH TYPE 6 SELF <br />4931 W. 35th Street, Suite 200 <br />INSTALL EXTERNAL MANHOLE <br />SEALING LID WITH TWO <br />CONCEALED PICK HOLES LID <br />St. Louis Park, MN 55416 <br />CHIMNEY SEAL MANUFACTURED BY <br />INFI-SHIELD GATOR WRAP OR <br />SHALL BE LABELED "SANITARY <br />civilsite com 612 615 0060 <br />rou <br />g p <br />APPROVED EQUAL <br />SEWER" <br />POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. <br />SANITARY SEWER PIPE <br />ADJUSTING RINGS MINA" -MAY, 12" <br />DEPTH (FTj t TYPE <br />USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO <br />MINIMIZE NUMBER OF RINGS_ SHIMMING ADJUSTING <br />_ 0_14 SDR 35 <br />RINGS WI ILL NOT BE ALLOWED. <br />" <br />27 DIAL <br />_- ;�14 SDR 25 <br />ALL MANHOLES WITH <br />INSIDE DROP SECTION <br />SHALL BE S DIA (1.D.j <br />r: <br />MANHOLEASTM C 79 CLASS11 <br />c <br />48" DIA <br />�u <br />J <br />USE R-2 TYPE CONFINED c <br />•ui <br />0-RING CASTING JOINT FOR <br />¢ rt <br />ALL MANHOLE JOINTS <br />CORE DRILL INTO <br />EXISTING MANHOLE �_ '� 8" <br />8` <br />0 <br />"CRE-SEAL'. "RESEAL', OR r <br />APPROVED EQUAL PRECAST y STEPS AT r <br />GASKET CONNECTION SHALL BE :' 1fi" O.C. <br />USED FOR CONNECTING PIPE TO f <br />MANHOLE <br />PRECAST IIOTTOM SECTION <br />WITH INVERT <br />*5 AT 12" 0.0- EACH WAY VARIABLE <br />INR!-SHIELD GATOR WRAP <br />OR APPROVED EQUIVALENT <br />FOR ALL MANHOLE JOINTS <br />6' MIN <br />NOTES_ <br />1 FAAN14OLE STEPS SHALL BE CAST IRON OR MA MODEL PS•8-PF (BY MA INDUSTRIAL INC_I CONFORMING TO ALL <br />OSHA REGULATIONS AND SPACED 16" 0-C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2- STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE I FACING DOWN STREAM. <br />3 WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN <br />THE SPECIFICATION (INCIDENTAL) <br />4• THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />T NOT <br />5. BLOCK STRUCTURES WILL N BE ALLOWED. <br />0. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEALV QSR, OR APPROVED? EQUAL- <br />7 MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED <br />OUTSIDE OF THE STREET SECTION. <br />8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER <br />i <br />CITY O019<,1; <br />Special Details <br />STANDARD MANHOLE "a�` <br />{I4-01-T5 <br />(4.8" DIAMATER) SANITARY SEWER HU-SS-1 <br />Re�reeu <br />EST03.1E-2020 <br />U <br />J <br />J <br />N <br />Z Lo <br />W L0 <br />z <br />F_ Q <br />Ii z <br />a.Q LU <br />Q j <br />Z Q <br />W <br />Q <br />C) ♦Q � <br />V <br />O <br />O <br />O O <br />0 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />Ma hew R. Pavek <br />DATE 02.21.2020 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY: KT, ND, JD REVIEWED BY: PS <br />PROJECT NUMBER: 19296 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS <br />PIPE BEDDING - PVC <br />NTS <br />■ <br />4/17/2020 14:10:00 1 <br />C51 <br />© COPYRIGHT CIVIL SITE GROflINC. <br />