|
/�Y �Y .1/4' PLYWOOD
<br />/ / /,
<br />EACH AREq /
<br />S /2 OF \ \ OVER FACE
<br />TABULATED \jOF BOLTS
<br />TOTAL AREA .,cry /
<br />PLUG OR CAP
<br />PLUGGED CROSS WYE
<br />\ j\\ Ai
<br />A2
<br />BEND PLUGGED TEE
<br />PLUGGED CROSS
<br />NOMINAL
<br />FITTING
<br />SIZE,
<br />INCHES
<br />TEE, WYE,
<br />PLUG OR
<br />CAP
<br />90A BEND,
<br />PLUGGED
<br />CROSS
<br />TEE
<br />PLUGGED
<br />ON RUN
<br />45A
<br />BEND
<br />22-1/2A
<br />BEND
<br />11-1/4A
<br />BEND
<br />Al
<br />A2
<br />4
<br />1.0
<br />1.4
<br />1.9
<br />1.4
<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 />-
<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 />1 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
<br />AND 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
<br />LES. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING
<br />STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X
<br />(TABLE VALUE).
<br />DUCTILE IRON PIPE MAV, 2013
<br />c T o F REACTION BACKING
<br />IN KE (FOR BENDS) WAT 4
<br />PRECAST BASE
<br />MH SLAB
<br />RINGS (1.0' MAX.
<br />OF RINGS & MORTAR).
<br />"INFI-SHIELD" SEAL
<br />1/2" MORTAR ON OUTSIDE, OR EQUAL.
<br />BETWEEN RINGS, CASTING &
<br />MANHOLE. FINISH SMOOTH
<br />ON THE INSIDE.
<br />NO MORTAR ON INSIDE.
<br />USE URETHANE SEAL
<br />ON BOTTOM JOINT.
<br />27"
<br />PRECAST COVER SLAB
<br />(TYPE 2) VAR.
<br />X
<br />a
<br />p U
<br />� O
<br />2 STRIPS BITUMASTIC ?
<br />SEAL ON SLAB
<br />JOINTS, NO CEMENT.
<br />.O 1/2 /FT.
<br />DIA. THICKNESS
<br />48" 6"
<br />54"-102" 8"
<br />08" 0"
<br />120" 12"
<br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO
<br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB.
<br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY.
<br />ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC.
<br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC
<br />PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478.
<br />FURNISH PRECAST MANHOLE SECTIONS WITH O-RING GASKETS & LUBRICANT EXCEPT
<br />AS OTHERWISE SPECIFIED.
<br />A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE
<br />WHENEVER POSSIBLE.
<br />FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE FINISHED SMOOTH.
<br />MAY, 2013
<br />STORM SEWER MANHOLE
<br />C I T O F
<br />IN KE TYPE 4020 STR-5
<br />a
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<br />MAY, 2013
<br />GRANULAR SUBCUT &
<br />CIT OF
<br />IN KE PERFORATED PIPE DRAIN STR-10
<br />MAX.
<br />6' STEEL
<br />FENCE POST I R
<br />PROPOSED OR EXISTING PAINTED BLUE �'lII
<br />ROADWAY
<br />CURB BOX 8'
<br />7'-6" MIN
<br />LONG AT FULL
<br />COVER
<br />EXTENSION
<br />COVER AS SPECIFIED
<br />CURB INSTALL PLUG
<br />SIZE, LENGTH, AND TYPE
<br />STOP FOR TESTING
<br />OF MATERIAL FOR SERVICE
<br />LINE AS SPECIFIED
<br />HORIZONTAL LOOP NO HIGHER THAN
<br />-'
<br />WATERMAIN
<br />CURB
<br />BOX WITH CONC.
<br />CORPORATION STOP
<br />BLOCK
<br />NOTES:
<br />1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT
<br />AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB
<br />BOX EXTENTION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE
<br />BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS,
<br />CONNECTIONS, ETC..
<br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL
<br />UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY
<br />APPROVED EQUIVALENT.
<br />3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS
<br />SHALL BE FORD BALL VALVE B22-444M OR CITY APPROVED EQUIVALENT.
<br />4. WATER SERVICES SHALL BE TYPE K COPPER - 1" DIA. MIN.
<br />5. MAINTAIN 18" VERTICAL & 36" HORIZONTAL
<br />SEPARATION BETWEEN SEWER & WATER SERVICES
<br />6. CURB STOPS SHALL HAVE INTERNAL OPERATING
<br />RODS TO FINISHED GRADE
<br />7. CURB STOPS LOCATED IN PAVED AREAS SHALL
<br />BE COVERED WITH METER BOX COVER (FORD A-1)
<br />OR APPROVED EQUAL
<br />MAY, 2013
<br />WATER SERVICE
<br />CIT O F
<br />RNORKES DETAIL WAT-5
<br />f 31 1
<br />f 24 l
<br />PLAN
<br />CENTER STRUCTURE
<br />TO BACK OF CURB
<br />CURB INLET FRAME AND CURB
<br />BOX NEENAH NO. R-3067V WITH
<br />VANE GRATE
<br />CONCRETE COLLAR POURED 1
<br />DURING CURB AND GUTTER
<br />CONSTRUCTION
<br />"INFI-SHIELD" SEAL OR EQUAL
<br />ADJUSTING RINGS
<br />2 - 2" RINGS MINIMUM
<br />5 - 2" RINGS MAXIMUM
<br />FLOW LINE SHALL BE MIN. 0.7'
<br />BELOW TOP OF CURB.
<br />MAINTAIN SPACE FOR FULL w
<br />PAVEMENT SELECTION
<br />0
<br />CONCRETE COLLAR SHALL ENCASE a
<br />RINGS AND BE A MINIMUM OF 1" a
<br />�` ABOVE WCASTING
<br />T� APPROVEDUEQUAL)ECUMIXUOR (UTILITY
<br />VOIDS & DOGHOUSES FILLED WITH
<br />CONCRETE BRICK OR. BLOCK ONLY
<br />SECTION A -A
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF #4 BARS Q 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF
<br />CASTING
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE,
<br />STRIKE CLEAN INSIDE
<br />5. INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY
<br />THE ENGINEER
<br />c 1 T o f 2x3 CATCH BASIN
<br />IN KE$
<br />WRAPPING OF STORM
<br />CIT OF
<br />IN KE SEWER JOINTS
<br />6" PRECAST OR
<br />8" POURED BASE
<br />NO SCALE
<br />1/2" MORTAR ON OUTSIDE,
<br />BETWEEN RINGS, CASTING & ADJUSTING RINGS
<br />CATCH BASIN. FINISH REMOVE CURB 2 - 2" RINGS, MINIMUM
<br />SMOOTH ON INSIDE. BOX BOLTS 5 - 2" RINGS, MAXIMUM.
<br />(1' MAX OF RINGS &
<br />NO MORTAR ON INSIDE. MORTAR).
<br />"INFI-SHIELD" SEAL
<br />OR EQUAL.
<br />USE URETHANE SEAL
<br />ON BOTTOM JOINT
<br />m
<br />27 PRECAST COVER SLAB
<br />_
<br />o 'I (TYPE 2)
<br />U
<br />Z
<br />PLACE 2 STRIPS BITUMASTIC
<br />SEAL ON SLAB JOINTS.
<br />v
<br />ml U
<br />0
<br />T CEMENT MORTAR
<br />VAR. 1
<br />(15" MIN.)
<br />VAR.
<br />4" (4' MIN.)
<br />VARIABLE
<br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO
<br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB.
<br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY.
<br />CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON ALUMINUM OR STEEL REINFORCED PLASTIC PER
<br />ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478,
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478,
<br />OR 8" CONCRETE MANHOLE BLOCK WITH 1/2" MORTARED EXTERIOR.
<br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0-RING GASKETS &
<br />LUBRICANT EXCEPT AS OTHERWISE SPECIFIED.
<br />FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE FINISHED SMOOTH.
<br />* MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF
<br />PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL.
<br />MAV, 2013
<br />CATCH BASIN
<br />CIT OF
<br />IN KE TYPE 4020 STR-2
<br />PRECAST BASE
<br />MH
<br />DIA.
<br />SLAB
<br />THICKNESS
<br />48"
<br />6"
<br />54"-102"
<br />8"
<br />108"
<br />10"
<br />120"
<br />12"
<br />o
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<br />MAY, 2013 MAY, 2013
<br />RIPRAP AT RCP
<br />STR-6 IN KE F OUTLETS STR-7
<br />MAY, 2013
<br />STR-11
<br />"INFI-SHIELD" SEAL 1/2" MORTAR ON
<br />OR EQUAL. OUTSIDE, BETWEEN
<br />RINGS, CASTING &
<br />MANHOLE. FINISH
<br />SMOOTH ON INSIDE.
<br />NO MORTAR ON
<br />INSIDE.
<br />f RINGS
<br />(1.0' MAX. OF
<br />4 27 ► RINGS &
<br />MORTAR).
<br />v
<br />m U
<br />O
<br />SECTION
<br />A -A
<br />0-RING RUBBER
<br />GASKETED JOINTS ON
<br />w m ALL JOINTS
<br />m m A A
<br />a z
<br />o= �
<br />N
<br />CEMENT
<br />MORTAR
<br />6' PRECAST
<br />48" BASE SLAB
<br />ELEVATION
<br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO
<br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB.
<br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY.
<br />ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC
<br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC
<br />PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478.
<br />FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT EXCEPT
<br />AS OTHERWISE SPECIFIED.
<br />A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE
<br />WHENEVER POSSIBLE.
<br />FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE FINISHED SMOOTH.
<br />STORM SEWER MANHOLE -,2013
<br />c I T o f TYPE 4020
<br />IN KE (PIPES 27" OR LESS) STR-3
<br />16 GA. GALVANIZED
<br />STEEL STRAP
<br />(1) 1" EYE BOLT WITH
<br />(2) WASHERS EACH
<br />NOTES
<br />PLAN
<br />ELEVATION
<br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT -DIP GALVANIZED
<br />AFTER FABRICATION.
<br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF
<br />FLARED END SECTION.
<br />3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS
<br />OTHERWISE NOTED.
<br />ADJUSTING RINGS
<br />2 - 2" RINGS, MINIMUM
<br />5 - 2" RINGS, MAXIMUM.
<br />(1' MAX OF RINGS &
<br />"INFI-SHIELD" SEALMORTAR).
<br />OR EQUAL.
<br />27" 1\2" MORTAR ON OUTSIDE;
<br />BETWEEN RINGS, CASTING &
<br />MANHOLE. FINISH SMOOTH
<br />2 STRIPS
<br />ON THE INSIDE. NO MORTAR ON
<br />BITUMASTIC SEAL,
<br />INSIDE.
<br />(NO CEMENT)
<br />ON SLAB JOINTS
<br />48' PRECAST S 2COVER SLAB
<br />(TYPE
<br />PRECAST BASE
<br />MH
<br />DIA.
<br />SLAB
<br />THICKNESS
<br />48"
<br />6"
<br />54"-102"
<br />8"
<br />108"
<br />10"
<br />120"
<br />12"
<br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO
<br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB.
<br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY
<br />ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC.
<br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC
<br />PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478
<br />FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT EXCEPT
<br />AS OTHERWISE SPECIFIED.
<br />A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE
<br />WHENEVER POSSIBLE.
<br />FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE FINISHED SMOOTH.
<br />STORM SEWER MANHOLE MAY, 2013
<br />CIT o F TYPE 4020
<br />IN KE (PIPES 30" & LARGER) STR-4
<br />6" TYP
<br />TIE LAST 3 PIPE JOINTS AND
<br />-
<br />USE 2 TIE BOLT FASTEN€1
<br />PER JOINT INS TALLED AT �1pA\`
<br />FROM TOP OR BOTTOM OF
<br />SEE DETAIL FOR
<br />F.E.S. STRUCTUU E-
<br />MARKER
<br />TRANSVERSE &
<br />LONGITUDINAL BARS-
<br />(3)
<br />5/8" FOR 24" APRON &
<br />AN[
<br />SMALLER, 3/4" FOR 27"
<br />APRON & LARGER WELD
<br />EACH INTERSECTION
<br />6" MIN. 12" MAX.
<br />(LESS THAN 6", USE
<br />1 BAR CENTERED ON
<br />OPENING)
<br />12" 3000 PSI CC
<br />1Y" HOLES USE (3) 1" BOLTS (NP)
<br />TIE TO CONCRETE ABUTMENT
<br />0
<br />(Typ) (3) 1 1/4 " HOLES USE (3)
<br />1" BOLTS AND TIE TO SHEET
<br />PILING
<br />PLAN
<br />3000 PSI CONCRETE
<br />#4 EACH FACE
<br />LEAVE TRASH GUARD
<br />TABS EXPOSED
<br />a
<br />N
<br />STAGGERED
<br />OUTSIDEWIDTH OF END
<br />NOTE:
<br />THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24 INCHES IN
<br />DIAMETER OR LARGER. ALL TRASH GUARDS WILL BE GALVANIZED.
<br />MAY, 2013
<br />CIT of TRASH GUARDS cIT of
<br />IN K STR-$ IN KE$
<br />FES PILING
<br />a
<br />#4 EACH
<br />FACE o
<br />ro
<br />SECTION PLUS
<br />ELEVATION
<br />PILING FOR
<br />FLARED END SECTION
<br />NO SCALE
<br />MAY, 2013
<br />STR-9
<br />DRAWN BY: DESIGN BY:
<br />A.G. A.G.
<br />CHCKD BY: PROD. NO.
<br />C.W.P. 16-1604
<br />ORIGINAL DATE:
<br />MAY 16, 2016
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<br />PREPARED FOR:
<br />RJ RYAN
<br />CONSTRUCTION
<br />SITE PLANNING
<br />& ENGINEERING
<br />PLOWE
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361 -8210
<br />FAX: (651) 361 -8701
<br />C4m2
<br />
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