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0 <br />EACH AREA <br />IS 1/2 OF <br />TABULATED <br />TOTALAREA <br />\ <br />i <br />BEND <br />PLUGGED CROSS <br />PLUGGED CROSS <br />1/4" PLYWOOD <br />\/\\ OVER FACE <br />OF BOLTS <br />PLUG OR CAP <br />WYE <br />\\ \ i <br />\ Al <br />A2 /< <br />PLUGGED TEE <br />NOMINAL <br />FITTING SIZE, <br />INCHES <br />TEE, WYE, PLUG <br />OR CAP <br />90° BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />45° BEND <br />22-1/2° <br />BEND <br />11-1/4° <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1.4 <br />1.9 <br />1.4 <br />1.0 <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />GEOTEXTILE FABRIC <br />6 <br />2.1 <br />3.0 <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />1" WASHED COARSE <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 />8.4 <br />11.8 <br />8.4 <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 />11.6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27.0 <br />38.0 <br />27.0 <br />14.6 <br />7.6 <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 />48.0 <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. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. <br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE <br />THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). <br />CITY OF Special Details <br />- r <br />POURED CONCRETE THRUST Date <br />BLOCKING FOR WATERMAIN 04-01-15 <br />iRum HU -W-4 <br />Revised: <br />EST. 1906 01-20-17 <br />VALVE BOX SETT-- <br />1/4"-3/8" <br />ETT'"-1/4"-3/8" 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 />1-1/2" WASHED ROCK ALL AROUND <br />MIN 1/3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIN <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH <br />PROTECTIVE COATING <br />3/4" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR <br />SIDE VIEW . r� <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 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 />NO SCALE <br />CITY OF Special Details <br />VALVE BOX Date: <br />04-01-15 <br />INSTALLATION HU -W-3 <br />Revised: <br />lum <br />01-20-17 <br />OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE "HYDRAFINDER" (CANDYCANE) <br />CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. FIRE HYDRANT LOCATOR <br />(NATIONAL STANDARD THREADS) <br />STREET <br />5' <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX <br />AS SPECIFIED <br />WATEROUS WB -67 AS SPECIFIED <br />BURY 8.0' <br />8"x8"x16" y <br />PRECAST CONCRETE <br />BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP <br />PIT UNDER HYDRANT <br />FILLED WITH GRAVEL FOR <br />ALL INSTALLATIONS. <br />MOTES: <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 3/4" 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 "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 />CITY OF <br />TYPICAL HYDRANT <br />INSTALLATION <br />EST. 1906 <br />NOTE: INSULATE AS DIRECTED BY ENGINEER <br />8'x8' INSULATION FOR PIPE <br />!d" CAIN THI('KNFSCI <br />WAA 7 <br />Special Details <br />Date: <br />04-01-15 II <br />Revised: H U - W - <br />01-20-17 <br />WITH RETAINER GLANDS <br />20' <br />CITY OF Special Details <br />WATERMAIN LOWERING Date <br />04-01-15 <br />WITH INSULATION DETAIL HU -W-5 <br />Revised: <br />01-20-17 / <br />INSTALL EXTERNAL MANHOLE <br />CHIMNEY SEAL MANUFACTURED BY <br />INFISHIELD OR APPROVED EQUAL <br />POLYETHYLENE(PE) <br />MANHOLE ADJUSTING RINGS <br />ALL MANHOLES WITH <br />INSIDE DROP SECTION 27 "DIA <br />SHALL BE 5' DIA (I.D.) <br />MANHOLE SECTION TO BE <br />ASTM C-478 CLASS II <br />48" DIA w <br />w m <br />USE R-2 JOINT FOR m Q <br />ALL MANHOLE JOINTS Q <br />_ > <br />0 8" <br />0 <br />"CRE -SEAL", "RESEAL", OR <br />APPROVED EQUAL PRECAST STEPS AT <br />GASKET CONNECTION SHALL 16" O.C. <br />BE USED FOR CONNECTION <br />PIPE TO MANHOLE <br />PRECAST BOTTOM <br />SECTION WITH INVERT <br />#5 AT 12" O.C. EACH WAY VARIABLE <br />STANDARD NEENAH R -1642-B <br />MANHOLE FRAME AND COVER <br />WITH TWO CONCEALED PICK <br />SLOTS AND COVER LABELED <br />"SANITARY SEWER" <br />ADJUSTING RINGS <br />MIN4" -MAX 12" <br />6" MIN. <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO <br />ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED <br />IN THE SPECIFICATION (INCIDENTAL). <br />tf=mer- <br />CITYOF Special Details <br />STANDARD MANHOLE (48 DateW� 04-01-15 <br />DIAMETER) SANITARY SEWER HU -SS -1 <br />Revised:EST. 1906 01-20-17 / <br />INSTALL MET <br />APPROVED EQL <br />ALSO INSTALL <br />CAST IRON CLI <br />NOTES: <br />1. PAID AS SERVICE PIPE <br />2. INSTALL EVERY 100 FEET ORAS DIRECTED BY ENGINEER <br />CITY OF <br />EST. 1906 <br />SANITARY SEWER <br />SERVICE CLEANOUT <br />Special Details <br />Date: <br />04-01-15 <br />Revised HU -SS -3 <br />01-20-17 <br />w <br />z <br />J <br />>- <br />w w <br />0- <br />0 O <br />d <br />1' <br />AS REQUIRED <br />CURB BOX WITH V-1/4" STANDPIPE <br />AND STATIONARY ROD <br />(8'-6" AT FULL EXTENSION) <br />1" TYPE K COPPER <br />8" x13"x5" MANHOLE BLOCK <br />CL <br />STREET <br />STEEL POST <br />PAINTED BLUE <br />AS REQUIRED <br />T-6" MIN COVER <br />1" CORP STOP <br />Lu <br />z <br />J <br />H <br />Lu <br />a <br />O <br />d <br />A <br />1" TYPE K COPPER <br />WATERMAIN 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 />E30XES 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. INHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' <br />BEYOND THE RIGHT OF WAY. <br />Special Details <br />�I CITY OF <br />TYPICALWATER SERVICES Datefww <br />04-01-15 <br />FOR WATERMAIN HU -W-2 <br />Revised: <br />r J� EST. 1906 01-20-17 <br />Imme <br />18"-24" <br />t ELEV TO BE SET <br />\\41 I\\ \\\\I I���\���� <br />RIGHT OF WAY <br />W <br />LU <br />1" MIN. <br />DRAINAGE & <br />MIN <br />' Q O <br />2" MAX. <br />UTILITY EASEMENT <br />I MINIMUM OF 10' COVER <br />2'-6" <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />GEOTEXTILE FABRIC <br />OVER TOP OF PIPE AT <br />r <br />AND SHALL HAVE CLASS "B" BEDDING <br />MnDOT 3733 TYPE 3 <br />T-6" <br />U 1° <br />WHERE DIRECTED BY THE ENGINEER <br />1" WASHED COARSE <br />MIN <br />BONNET <br />Q w rq <br />0 J w <br />u p <br />GRAVEL OR CRUSHED <br />I <br />ADAPTOR <br />= <br />ROCK TO 6" ABOVE WASTE <br />4" OR 6" PVC SCH. 40 <br />TYPICAL SERVICE WHERE COVER <br />OPENING MIN. 1/3 CY <br />f <br />OVER TOP OF SEWER IS 14' OR MORE <br />BRACING AS <br />4" OR 6" <br />CONCRETE ENCASEMENT <br />REQUIRED <br />(TYPICAL) <br />ALL SERVICE CONNECTIONS INCLUDING <br />**45° BEND <br />' } ° <br />• °°° <br />FERNCO ADAPTOR OR <br />? � 6" <br />° <br />\ <br />\\ <br />PRECAST CONCRETE <br />6" D.I.P. <br />PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL <br />BLOCK <br />(TYPICAL) <br />COMPENSATION SHALL BE ALLOWED FOR <br />PROPERTY LINE/ <br />PIPE <br />SHALL BE COMPLETELY ENTRENCHED <br />RIGHT OF WAY <br />2. <br />ALL SERVICE CONNECTIONS SHALL TERMINATE AT <br />AND SHALL HAVE CLASS "B" BEDDING <br />THE PROPERTY LINE OR AS SPECIFIED. <br />WHERE DIRECTED BY THE ENGINEER <br />I <br />1 <br />SERVICE STUB SHALL BE PLUGGED AND MARKED <br />8"x8"x16" y <br />PRECAST CONCRETE <br />BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP <br />PIT UNDER HYDRANT <br />FILLED WITH GRAVEL FOR <br />ALL INSTALLATIONS. <br />MOTES: <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 3/4" 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 "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 />CITY OF <br />TYPICAL HYDRANT <br />INSTALLATION <br />EST. 1906 <br />NOTE: INSULATE AS DIRECTED BY ENGINEER <br />8'x8' INSULATION FOR PIPE <br />!d" CAIN THI('KNFSCI <br />WAA 7 <br />Special Details <br />Date: <br />04-01-15 II <br />Revised: H U - W - <br />01-20-17 <br />WITH RETAINER GLANDS <br />20' <br />CITY OF Special Details <br />WATERMAIN LOWERING Date <br />04-01-15 <br />WITH INSULATION DETAIL HU -W-5 <br />Revised: <br />01-20-17 / <br />INSTALL EXTERNAL MANHOLE <br />CHIMNEY SEAL MANUFACTURED BY <br />INFISHIELD OR APPROVED EQUAL <br />POLYETHYLENE(PE) <br />MANHOLE ADJUSTING RINGS <br />ALL MANHOLES WITH <br />INSIDE DROP SECTION 27 "DIA <br />SHALL BE 5' DIA (I.D.) <br />MANHOLE SECTION TO BE <br />ASTM C-478 CLASS II <br />48" DIA w <br />w m <br />USE R-2 JOINT FOR m Q <br />ALL MANHOLE JOINTS Q <br />_ > <br />0 8" <br />0 <br />"CRE -SEAL", "RESEAL", OR <br />APPROVED EQUAL PRECAST STEPS AT <br />GASKET CONNECTION SHALL 16" O.C. <br />BE USED FOR CONNECTION <br />PIPE TO MANHOLE <br />PRECAST BOTTOM <br />SECTION WITH INVERT <br />#5 AT 12" O.C. EACH WAY VARIABLE <br />STANDARD NEENAH R -1642-B <br />MANHOLE FRAME AND COVER <br />WITH TWO CONCEALED PICK <br />SLOTS AND COVER LABELED <br />"SANITARY SEWER" <br />ADJUSTING RINGS <br />MIN4" -MAX 12" <br />6" MIN. <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO <br />ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED <br />IN THE SPECIFICATION (INCIDENTAL). <br />tf=mer- <br />CITYOF Special Details <br />STANDARD MANHOLE (48 DateW� 04-01-15 <br />DIAMETER) SANITARY SEWER HU -SS -1 <br />Revised:EST. 1906 01-20-17 / <br />INSTALL MET <br />APPROVED EQL <br />ALSO INSTALL <br />CAST IRON CLI <br />NOTES: <br />1. PAID AS SERVICE PIPE <br />2. INSTALL EVERY 100 FEET ORAS DIRECTED BY ENGINEER <br />CITY OF <br />EST. 1906 <br />SANITARY SEWER <br />SERVICE CLEANOUT <br />Special Details <br />Date: <br />04-01-15 <br />Revised HU -SS -3 <br />01-20-17 <br />w <br />z <br />J <br />>- <br />w w <br />0- <br />0 O <br />d <br />1' <br />AS REQUIRED <br />CURB BOX WITH V-1/4" STANDPIPE <br />AND STATIONARY ROD <br />(8'-6" AT FULL EXTENSION) <br />1" TYPE K COPPER <br />8" x13"x5" MANHOLE BLOCK <br />CL <br />STREET <br />STEEL POST <br />PAINTED BLUE <br />AS REQUIRED <br />T-6" MIN COVER <br />1" CORP STOP <br />Lu <br />z <br />J <br />H <br />Lu <br />a <br />O <br />d <br />A <br />1" TYPE K COPPER <br />WATERMAIN 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 />E30XES 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. INHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' <br />BEYOND THE RIGHT OF WAY. <br />Special Details <br />�I CITY OF <br />TYPICALWATER SERVICES Datefww <br />04-01-15 <br />FOR WATERMAIN HU -W-2 <br />Revised: <br />r J� EST. 1906 01-20-17 <br />4" OR 6" PVC SCH. 40 <br />/ 5' <br />RISER <br />i <br />** 45° BEND <br />PROPERTY LINE/ <br />t ELEV TO BE SET <br />Q = E <br />RIGHT OF WAY <br />W <br />LU <br />BY THE ENGINEER <br />DRAINAGE & <br />MIN <br />' Q O <br />C:> E <br />UTILITY EASEMENT <br />I MINIMUM OF 10' COVER <br />w <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />(TYPICAL) <br />OVER TOP OF PIPE AT <br />r <br />AND SHALL HAVE CLASS "B" BEDDING <br />1' <br />I PROPERTY LINE <br />4" <br />U 1° <br />WHERE DIRECTED BY THE ENGINEER <br />MIN <br />Q w rq <br />0 J w <br />u p <br />� <br />I <br />= <br />5 <br />4" OR 6" PVC SCH. 40 <br />TYPICAL SERVICE WHERE COVER <br />RISER <br />f <br />OVER TOP OF SEWER IS 14' OR MORE <br />4" OR 6" <br />CONCRETE ENCASEMENT <br />(TYPICAL) <br />ALL SERVICE CONNECTIONS INCLUDING <br />**45° BEND <br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL <br />FERNCO ADAPTOR OR <br />? � 6" <br />BE PAID FOR AT THE CONTRACT UNIT PRICE BID <br />ELEV TO BE SET <br />. <br />SEE JOINT DETAIL BELOW `'1i" MIN <br />PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL <br />BY THE ENGINEER <br />(TYPICAL) <br />COMPENSATION SHALL BE ALLOWED FOR <br />PROPERTY LINE/ <br />PIPE <br />SHALL BE COMPLETELY ENTRENCHED <br />RIGHT OF WAY <br />2. <br />ALL SERVICE CONNECTIONS SHALL TERMINATE AT <br />AND SHALL HAVE CLASS "B" BEDDING <br />THE PROPERTY LINE OR AS SPECIFIED. <br />WHERE DIRECTED BY THE ENGINEER <br />I <br />1 <br />SERVICE STUB SHALL BE PLUGGED AND MARKED <br />TYPICAL SERVICE WHERE COVER <br />I <br />WITH A 4"x4" TIMBER PROTRUDING TOUT OF THE <br />OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER <br />BLOCKING FOR <br />GROUND AND PAINTED GREEN OR STEEL FENCE <br />OVER TOP OF PIPE AT <br />EQUIPMENT <br />POST. <br />PROPERTY LINE <br />4. <br />4" OR 6" PVC SCH. 40 <br />/ 5' <br />RISER <br />i <br />** 45° BEND <br />Special Details <br />CITY ODate: <br />F TYPICAL SERVICE CONNECTION <br />04-01-15 <br />FOR SANITARY SEWER HU -SS -4 <br />Revised: <br />\ EST. 1906 01 -20-17 / <br />N <br />t ELEV TO BE SET <br />Q = E <br />4" <br />W <br />LU <br />BY THE ENGINEER <br />Z '- = <br />MIN <br />' Q O <br />C:> E <br />CONCRETE ENCASEMENT <br />"4 <br />w <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />(TYPICAL) <br />a--+ Q dl w <br />r <br />AND SHALL HAVE CLASS "B" BEDDING <br />0 O Ln <br />U 1° <br />WHERE DIRECTED BY THE ENGINEER <br />z� W <br />O = <br />Q w rq <br />0 J w <br />u p <br />v <br />6," a>,` <br />= <br />MIN <br />TYPICAL SERVICE WHERE COVER <br />f <br />OVER TOP OF SEWER IS 14' OR MORE <br />4" OR 6" <br />NOTES: <br />1. <br />ALL SERVICE CONNECTIONS INCLUDING <br />U <br />O o J W Q <br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL <br />FERNCO ADAPTOR OR <br />CONCRETE <br />BE PAID FOR AT THE CONTRACT UNIT PRICE BID <br />APPROVED EQUAL FOR <br />ENCASEMENT <br />PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL <br />DISSIMILAR PIPES <br />(TYPICAL) <br />COMPENSATION SHALL BE ALLOWED FOR <br />CONCRETE ENCASEMENT OR PIPE BEDDING. <br />2. <br />ALL SERVICE CONNECTIONS SHALL TERMINATE AT <br />VC WYE <br />THE PROPERTY LINE OR AS SPECIFIED. <br />z <br />3. <br />SERVICE STUB SHALL BE PLUGGED AND MARKED <br />WITH A 4"x4" TIMBER PROTRUDING TOUT OF THE <br />CONCRETE ENCASEMENT THRUST <br />BLOCKING FOR <br />GROUND AND PAINTED GREEN OR STEEL FENCE <br />(TYPICAL) CLEANING <br />EQUIPMENT <br />POST. <br />4. <br />CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL <br />U <br />AND 6" PVC SERVICES FOR COMMERCIAL LOTS. <br />5. <br />WHERE SIDEWALK OR TRAILS ARE PLACED T FROM <br />V) <br />Lu <br />RIGHT OF WAY, SANITARY SEWER SERVICES <br />SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. <br />Special Details <br />CITY ODate: <br />F TYPICAL SERVICE CONNECTION <br />04-01-15 <br />FOR SANITARY SEWER HU -SS -4 <br />Revised: <br />\ EST. 1906 01 -20-17 / <br />N <br />Q = E <br />• C7 o <br />U <br />W <br />LU <br />L N N <br />:E <br />Z '- = <br />Z <br />' Q O <br />C:> E <br />W Cr- cB t <br />U ' <br />w Ln <br />w <br />0 <br />C: 0 c'V or <br />a--+ Q dl w <br />r <br />'=3< <br />(n N <br />Q rin <br />0 O Ln <br />U 1° <br />M <br />z� W <br />O = <br />Q w rq <br />0 J w <br />u p <br />v <br />=oz <br />= <br />W <br />\\\ <br />V <br />NO<W <br />w Q <br />N <br />Q W <br />J m <br />Nom Z <br />Lu <br />�< a O <br />Q z <br />Q_w O <br />r _LL <br />� W <br />WIL � <br />O�0 <br />Lu U1-11 <br />Lu w <br />U <br />O o J W Q <br />N <br />r <br />w <br />z <br />O <br />0- <br />U <br />V) <br />Lu <br />D <br />Lu <br />w <br />Q <br />0 <br />z � <br />0 vi <br /><n W_ r <br />Z ~ J <br />Q <br />Lu <br />Xn Z <br />Z <br />QJ <br />Lu 0 <br />J <br />no o <br />c/7 Z <br />Lu <br />a <br />L J <br />w <br />J <br />0 <br />LU LQ <br />LJ <br />j w w <br />p <br />= m <br />U Q <br />c/) <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: CJO <br />DESIGNED BY: ECR <br />SHEET: <br />• <br />