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L <br />12" <br />Bc/4 but not <br />less than 6" <br />L <br />Bc/4 but not <br />less than 6" <br />IIi1III Compacted Backfill <br />Bc III <br />0 513 - 2000# Concrete <br />++�'- - - LOAD FACTOR 2.3 <br />"Bc" Denotes outside CLASS A <br />Bc+12" Min. diameter of pipe <br />Concrete Backfill to 0.5 <br />of outside diameter with <br />shaped bedding. <br />III I' Compacted Backfill <br />B c I11 - <br />+ + + + + + + + II- <br />+ + + 0+ + INI <br />+ II Course Filter Aggregate <br />-I ++++++++++ ++-IIIII- MnDOT Spec. 3149H Mod, <br />11-1I-1I-1I-1I-1I I- I- 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 />Ilillll <br />Bc - Compacted Backfill <br />1111- <br />LOAD FACTOR 1.5 <br />0.513cl "Be" Denotes outside CLASS C-1 <br />Bc+12" Min. diameter of pipe <br />Hand shaped from firm <br />undisturbed soil <br />Bc'zF1 I III Compacted Backfill <br />c + + + Il ill Course Filter Aggregate <br />MnDOT Spec. 3149H Mod, <br />1I1=1I1=1I1=1I1=1I1= I- LOAD FACTOR 1.5 <br />"Bc" 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 />12" <br />+ <br />-1= + + + + + + + + + + + + + +=1- <br />+ + + + + + + + + + + <br />+ + <br />V <br />Compacted - <br />Backfill <br />Min. Bc+12 "Be" Denotes outside <br />111- diameter of pipe <br />Compacted Backfill <br />Granular Borrow <br />(MnDOT Spec. <br />3149A modified) <br />PIPE FOUNDATION & BEDDING IN GOOD SOILS <br />=1 + + + + + + + + + + + + + + + + + + <br />+ + + + + + + + + + + + + + + + + 12" <br />=1 + + + + + + + + + + + + I- <br />Bedding =1 + + + + + + Bc + + + + + + I- <br />+ + + + + + + + + + + <br />+ + + + + + + + + + e <br />=1 .d <br />Foundation ��a�le/ <br />11-1 I CI I I-1 I I-1 I C 1- <br />Course Filter <br />"Bc" Denotes outside Minimum Agg. (MnDot Spec. <br />diameter of pipe 3149H Modified) <br />2d+Bc+12" <br />PIPE FOUNDATION & BEDDING IN POOR SOILS <br />PIPE BEDDING - PVC <br />NTS <br />OUTLET NOZZLES & THREADS: TWO 2-1/2'HOSE <br />CONNECTION AND ONE 4-112" PUMPER CONNECTION. <br />(NATIONAL STANDARD THREADS) <br />V <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX AS <br />SPECIFIED <br />STREET <br />VARIES <br />I <br />►h�rrr�s:�i+�►a:ai <br />"HYARAFINDER" (CANDYCANE) FIRE <br />HYDRANTI-OCATOR <br />WATEROUS WE-250 AS SPECIFIED <br />BURY 8.0' <br />GEOTEXTILE FABRIC <br />MnDOT 3733 TYPE 3 <br />1" WAS HED COARSE <br />GRAVEL OR CRUSHER <br />ROCK 70 6" ABOVE WASTE <br />OPENING MIN. 113 CY <br />BRACINGAS <br />f REQUIRED <br />PRECAST CONCRETE <br />BLOCK <br />8" X 8" X 16' y <br />PRECAST CONCRETE <br />BAST_ AS SPECIFIED T 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 34' 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 TRAP FIC FLANGE <br />T 4, ALL RODS AND RETAINERS 70 BE COATED WITH BITUMAS IC- <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 CDR -SLUE OR APPROVED EQUAL <br />i&RST. <br />F Special Details <br />TYPICAL HYrRANT 04-01-15 <br />INSTALLATION HU-W-1 <br />Rameu: 1 006 03-12.20 <br />EACH AREA �.. 114" PLYWOOD <br />OVER FACE <br />IS V2 OF , + <br />TABULATED . OF BOLTS <br />- <br />TOTALAREA <br />PLUG OR CAP <br />PLUGGED CROSS WYE <br />BEND <br />PLUGGED CROSS <br />PLUGGED TEE <br />NOMINAL <br />F1TCSIZE, <br />IN <br />INCHES <br />TEE, WYE, PLUG OR <br />CAP <br />90' BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />45° BEND <br />22-112' <br />BENT) <br />11-114' <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1A <br />1.9 <br />1A <br />1.0 <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 />7-6 <br />5.4 <br />2-9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8A <br />11A <br />8A <br />4.6 <br />2.6 <br />1-2 <br />12 <br />8.5 <br />12.0 <br />17.0 <br />12.0 <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 <br />16.3 <br />8.9 <br />4.6 <br />2.3 <br />16 <br />15.0 <br />21.3 <br />30.0 <br />21.3 <br />11.8 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27.0 <br />38.0 <br />27.0 <br />14.6 <br />7.8 <br />3.8 <br />20 <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />24 <br />34-0 <br />48.0 <br />68.0 <br />46_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 ANG 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, ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS 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 PRESSURE1150) X (20001SOIL BEARING STRESS) X (TABLE VALUE). <br />�. CITY CJF Special Details <br />POURED CONCRETE THRUST 04.01-15 <br />GO BLOCKING FOR WATERMAIN HU-W-4 <br />Rem <br />EST, 1909 03 12-20 <br />VALVE BOX SETTING TO BE <br />IW-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 MnDOT 3733 TYPE - <br />3 GEOTEXFILE 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 />114" STEEL WITH PROTECTIVE <br />COATING <br />314" RU$BER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR TOP VIEW <br />r SIDE VIE'V,' 4 ■ <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 <br />GATE VALVE <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 8" 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 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 NO SCALE <br />ALLOWED. <br />Special Details <br />I�CITTY C]F VALVE BOX "e`�- <br />i 04-fli-15 <br />INSTALLATION ReHU-W-3 <br />.ssea <br />EST. 1906 03-12-20 <br />STEEL POST <br />PAINTED BLUE <br />VARIES- DRAINAGE EASEMENT VARIES- DRAINAGE EASEMENT <br />ue w <br />z <br />CL <br />STREET <br />L <br />AS REQUIRED AS REQUIRED o <br />Iz <br />myzm <br />2' SLACK INTRUDER <br />WIRE AT GROUND LEVEL <br />7'-B' MIN COVER <br />CURB BOX WITH V-114" STANDPIPE <br />AND STATIONARY ROD <br />(8'-6" AT FULL EXTENSION) 1" CORP STOP <br />FORD F8600 <br />TRACER WIRE <br />1"TYPE K COPPER I' TYPE K COPPER <br />OR POLYETHYLENE SDR 7 OR POLYETHYLENE SDR 7 <br />WATERMAIN HORIZONTAL GOOSENECK <br />CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER <br />THAN WATERMAIN <br />8" xI3'x5" MANHOLE BLOCK <br />6" xIWx5" MANHOLE BLOCK <br />NOTES: <br />1- CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH <br />REQUIRED, CURB SOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND <br />SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. <br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES <br />A-1 OR CITY APPROVED EQUIVALENT. <br />3. CORP. STOPS SHALL BE FORD BALLCORP F8600-4 AND CURB STOPS SHALL BE FORD BALL VALVE 1322- 44M OR CITY <br />APPROVED EQUIVALENT_ <br />4. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' BEYON❑ <br />THE RIGHT OF WAY, <br />5. WHEN THERMOPLASTIC SERVICE IS INSTALLED, CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER <br />WIRE CONNECTION. <br />6. SADDLES REQUIRED ON 6" DIP OR SMALLER MAINS. MUELLER H-10528 OR APPROVED EQUAL . <br />STANDARD NEENAH 7" R-1642 <br />FRAME WITH TYPE B SELF <br />SEALING LID WITH TWO <br />INSTALL EXTERNAL MANHOLE <br />CONCEALED PICK HOLES. <br />CHIMNEY SEAL MANUFACTURED BY <br />SHALL BE LABELED "SANITARY <br />INFI-SHIELD GATOR WRAP OR <br />SEWER" <br />APPROVED EQUAL <br />SANITARY SEWER PIPE <br />POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS, <br />ADJUSTING RINGS MIN 4"-MAX 12' <br />DEPTH (FT) TYPE <br />USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO <br />MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING <br />0-14 SOR 35 <br />RINGS WILL NOT BE ALLOWED. <br />27 " DIA : <br />>14 SDR 20 <br />ALL MANHOLES WITH <br />INSIDE DROP SECTION <br />L <br />SHALL BE 5' DIA (I.D.) <br />MANHOLEASTM C-4 8 CLASS 1 <br />t <br />48" ❑IA <br />J <br />USE R-2 TYPE CONFINED <br />LU <br />¢ <br />O-RING GASTING JOINT FOR <br />q <br />ALL MANHOLE JOINTS <br />¢ a <br />z <br />CORE DRILL INTO <br />it <br />EXISTING MANHOLE <br />a <br />8' <br />0 <br />8' <br />"CRE-SEAL". "RESEAL`, OR <br />INFISHIELD GATOR WRAP <br />APPROVED EQUAL PRECAST <br />STEPS AT <br />i <br />OR APPROVED EQUIVALENT <br />GASKET CONNECTION SHALL BE <br />16" O_C. <br />! <br />FOR ALL MANHOLE JOINTS <br />USED FOR CONNECTING PIPE TO <br />MANHOLE <br />i• <br />PRECAST BOTTOM SECTION <br />" <br />' <br />6" MIN. <br />WITH INVERT <br />, .�..^,.,;•r <br />f <br />VARIABLE <br />#5 AT 12" O.C. EACH WAY <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL <br />OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE- <br />2- STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS 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 />5. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />6. INVERT AND DOGHOUSE COATING SHALL 8E STRONG -SEAL ®Q5R 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 UNLESSAPPROVED BY THE CITY ENGINEER- <br />Special retails <br />6MEST <br />01906 <br />STANDARD MANHOLE ��04.01-15 <br />(48" DIAMATER) SANITARY SEWER HU-SS-1 <br />03-12-2020 <br />(CRO7H0 <br />SRO�e <br />a M O M p <br />Civil Engineering - Surveying - Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />O <br />N <br />N <br />T <br />L0 <br />LO <br />C <br />E <br />a� <br />'0 <br />V <br />� <br />Z <br />J <br />0 <br />LD <br />0 <br />c� <br />O <br />W <br />� <br />Q <br />0 <br />0 <br />0 <br />C- <br />V <br />O <br />0 <br />s <br />FM <br />H <br />U <br />w <br />0 <br />0-I <br />IL <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I <br />AM A DULY <br />LICENSED PROFESSIONAL <br />ENGINEER <br />UNDER THE LAWS OF THE STATE <br />OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 12.13.20 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I <br />PROJECT NUMBER: 18301 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS <br />C501 <br />COPYRIGHT2020CIVIL SITE GROUP INC. <br />