|
C)2018 Westwood Professional Services, Inc.
<br />L
<br />COMPACTED BACKFILL
<br />Bc
<br />O.SBe 2000# CONCRETE
<br />0' SBC LOAD FACTOR 2.3
<br />BC+12" MIN. "Bc" DENOTES O DECLASS A
<br />DIAMETER OF PIPE CONCRETE BACKFILL TO 0.5
<br />OF OUTSIDE DIAMETER WITH
<br />SHAPED BEDDING.
<br />12"
<br />COMPACTED BACKFILL
<br />+ + + ~• 0.5Bc+++
<br />BC/4 BUT NOT COURSE FILTER AGGREGATE
<br />+ + + + + P + MNDOT SPEC. 3149H MOD.
<br />LESS THAN 6" - + + + + + + -
<br />LOAD FACTOR 1.9
<br />ec+12" MIN.7DIAMETER
<br />Bc" DENOTES OUTSIDE CLASS B
<br />Bc+12" 7MIN. OF PIPE HAND SHAPED FROM ANGULAR
<br />LBEDDING MATERIAL
<br />6"
<br />COMPACTED BACKFILL
<br />_ Bc
<br />• • COURSE FILTER AGGREGATE
<br />MNDOT SPECT 3149H MOD.
<br />0.580 "BC' DENOTES OUTSIDE LOAD FACTOR 1.5
<br />Bc+12" MIN. DIAMETER OF PIPE CLASS C-1
<br />HAND SHAPED FROM FIRM
<br />UNDISTURBED SOIL
<br />6"
<br />COMPACTED BACKFILL
<br />BC/4 BUT NOT+++COURSE FILTER AGGREGATE
<br />MNDOT SPEC. 3149H MOD.
<br />LESS THAN 6" - + + + + + +
<br />LOAD FACTOR 1.5
<br />"Bc" DENOTES OUTSIDE CLASS C-2
<br />=1+11MIN.1
<br />DIAMETER OF PIPE HAND SHAPED FROM ANGULAR
<br />BEDDING MATERIAL
<br />Q A. LAST REVISION:
<br />O O BEDDING METHODS JAN 2006
<br />F FOR RCP
<br /><4$seuoa� GEN -4
<br />139 GEN-4.DWG
<br />PVB�G�O�
<br />Sa,M
<br />IV,
<br />46,
<br />ROCK -6" MINIMUM DEPTH- J pU. p(, p(� p(,
<br />WOOD/MULCH-12" X9..0 00 DO DO 00 0
<br />MINIMUM DEPTH OQOOQOOQOOQO
<br />OOo OOO
<br />WASHED ROCK OR
<br />WOOD/MULCH PER VJtOAN
<br />SPECIFICATIONS 20 M`NlMUM
<br />18" MINIMUM CUT OFF BERM TO
<br />MINIMIZE RUNOFF FROM SITE
<br />NOTES:
<br />1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO
<br />STOP MUD MIGRATION THROUGH MATERIAL.
<br />2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS
<br />DAILY OR MORE FREQUENTLY AS NECESSARY.
<br />3. CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE
<br />COMMENCEMENT OF GRADING OPERATIONS ON THE SITE.
<br />4. THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT
<br />TRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING
<br />WITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OF
<br />THE PAD.
<br />5. THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THE
<br />PROJECT.
<br />6. THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OF
<br />BITUMINOUS SURFACING.
<br />10.04,
<br />REVISION:
<br />0. �O CONSTRUCTION ENTRANCE Aprii zoos
<br />ROCK
<br />WOOD / MULCH PATE NO.
<br />GROUT BOTTOM OF MANHOLE TO 1/2
<br />DIAMETER AT PIPE AND SLOPE GROUT
<br />2" TOWARD INVERT.
<br />\ MANHOLE STEPS SHALL BE PLACED
<br />SO THAT OFFSET VERTICAL PORTION
<br />OF CONE IS FACING DOWNSTREAM.
<br />/ NEENAH R1642B FRAME AND COVER OR
<br />EQUAL WITH 2 CONCEALED PICK HOLES.
<br />MINIMUM OF 2 MAXIMUM OF 6 CONCRETE
<br />ADJUSTMENT RINGS WITH 2 BEADS OF
<br />PLAN RAM-NEK BETWEEN BOTH BOTTOM RING
<br />AND STRUCTURE AND TOP RING AND
<br />FOR 6' DIAM. MANHOLE AN 8" CASTING. FULL BED OF MORTAR BETWEEN
<br />PRECAST SLAB IS REQUIRED. MIDDLE RINGS.
<br />MORTAR SHALL BE PURE PORTLAND
<br />SPECMIX OR APPROVED EQUAL.
<br />INFI-SHIELD EXTERNAL SEALING SLEEVE
<br />(MIN. 2" OVERLAT.)
<br />6" PRECAST REINFORCED CONCRETE
<br />i. MANHOLE SLAB WITH #4 BARS AT 5" O.C.
<br />EACH WAY AND 244 BARS AT ALL SIDES
<br />OF OPENING.
<br />y S., INSTALL INFI-SHIELD GATOR WRAP OR
<br />APPROVED EQUAL
<br />MANHOLE STEPS, NEENAH R1981J
<br />OR EQUAL, 16" ON CENTER.
<br />u� 4'-0" OR 6-0" ALUMINUM STEPS APPROVED.
<br />a ALL JOINTS IN MANHOLE TO HAVE
<br />> � SLOPE "O" RING RUBBER GASKETS.
<br />PIPE SHALL BE CUT OUT FLUSH
<br />WITH INSIDE FACE OF WALL
<br />MINIMUM SLAB THICKNESS, 6" FOR 14'
<br />5" DEPTH. INCREASE THICKNESS 1" FOR
<br />EACH 4' OF DEPTH GREATER THAN 14',
<br />SECTION AND REINFORCE WITH 6"X6" 10/10 MESH.
<br />O� Q ASO LAST REVISION:
<br />•Y JUNCTION MANHOLE WITH SLAB TOP JAN 2011
<br />" > F STORM SEWER
<br />• G
<br />[�N�0
<br />139-STO-2.DWG
<br />Westwood
<br />Phone (952) 937-5150 7699 Anagram Drive
<br />Fax (952) 937-5822 Eden Prairie, MN 55344
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />COMPACTED BACKFILL
<br />12" +++ + +
<br />+ + ++ GRANULAR BORROW
<br />Bc ++ + MNDOT SPEC. 3149A
<br />b++ MOD.
<br />6"
<br />=12MIN'
<br />Bc" DENOTES OUTSIDE
<br />IAMETER OF PIPE
<br />PIPE FOUNDATION & BEDDING IN GOOD SOILS
<br />COMPACTED
<br />1 BACKFILL
<br />12" + + + + + + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + + + + +
<br />+ + + + + + + COURSE FILTER
<br />+ + + + + + + + + + + +
<br />+ + +++ + + BO + + + + + AGGR. MNDOT
<br />++++++++++ 0.8B+++++++4 - SPEC. 3149H MOD.
<br />+ + + + + + + + + +
<br />6" PAY DEPTH FOUNDATION
<br />6" PAY
<br />Bc+12" MIN. "Bc" DENOTES OUTSIDE
<br />DIAMETER OF PIPE
<br />PIPE FOUNDATION & BEDDING IN POOR SOILS
<br />04Q LAST REVISION:
<br />0 BEDDING METHODS JAN 2006
<br />y F FOR VCP, PVC, DIP OR HDPE
<br />O PLATE NO.
<br />GEN -5
<br />139 GEN-5.DWG
<br />NOTES: ALL DIP WATERMAIN SHALL BE
<br />DROP LID WRAPPED WITH 8 MIL POLY
<br />wnrER TYLER NO. 6860 INCLUDING ALL MECHANICAL JOINTS
<br />MUELLER NO. H-10361
<br />BIPPY-STE-CROIX NO. B-5160
<br />7.5' MINIMUM COVER REQUIRED
<br />OVER TOP OF WATER MAIN.
<br />MEGALUGS OR 2 - 3/4" TIE RODS
<br />REQUIRED FROM VALVE TO TEE.
<br />GRADE
<br />TOP
<br />TYLER NO. 6860 26" ADJUST TOP TO 1/2
<br />BELOW
<br />MUELLER NO. H-10361 26" GRADE. BOX TO BE SET TO
<br />BIPPY-STE-CROD( NO. VB502 27" PROVIDE 12" OF ADJUSTMENT.
<br />EXTENSION TYLER NO. 6860
<br />TYLER NO. 58 14" MUELLER NO. H-10357
<br />NO. 59 18" BIPPY-STE-CROIX B-5001
<br />N0. 60 24" GATE VALVE BOX, SCREW TYPE,
<br />MUELLER NO. 58 14" 3 PIECE, 5 1/4" SHAFT, SIZE G
<br />NO. 59 20" BOX, 7-6" EXTENDED, #6
<br />BIPPY-STE-CROIX ROUND BASE
<br />VB520 NO.57 9"
<br />VB521 NO.58 14"
<br />VB522 NO.59 20"
<br />VB523 NO.60 26" NUT EXTENSION INSTALLED
<br />ONLY WHEN REQUIRED
<br />BOTTOM STAINLESS STEEL BOLTS
<br />TYLER NO. 6860 65"
<br />MUELLER NO. H-10361 65"
<br />BIPPY-STE-CROIX NO. VB516 60" RESILIANT WEDGE VALVE
<br />CONFORMING TO AWWA
<br />C-509-80 STANDARDS
<br />3' GATE VALVE ADAPTER
<br />r MEGALUG �MEGALUG
<br />BASE
<br />8" CONC. BLOCK
<br />04 Q LAST REVISION:
<br />�O GATE VALVE AND BDX JAN 2011
<br />INSTALLATION pLATENO.
<br />139-WAT-I.DWG
<br />24"X36" SLAB OPENING FOR NEENAH
<br />R3067V OR EQUAL (VANE GRATE SHOWN)
<br />GRATE SHALL HAVE "DUMP NO WASTE,
<br />DRAINS TO FRESH WATER ON CASTING.
<br />DIMENSION FROM BACK OF CURB TO
<br />CENTER OF PIPE.
<br />4' DIA. MH - 9" IN FROM BACK OF CURB
<br />5' DIA. MH - 3" IN FROM BACK OF CURB
<br />V DIA. MH - 3" BEHIND BACK OF CURB
<br />7' DIA. MH - 9" BEHIND BACK OF CURB
<br />8' DIA. MH - 15" BEHIND BACK OF CURB
<br />MINIMUM OF 2 AND MAXIMUM OF 5
<br />CONCRETE ADJUSTMENT RINGS WITH 2
<br />BEADS OF RAM-NEK BETWEEN BOTH
<br />PLAN BOTTOM RING AND STRUCTURE, TOP RING
<br />AND CASTING. FULL BED OF MORTAR
<br />3" RADIUS BETWEEN MIDDLE RINGS. INFI-SHIELD
<br />EXTERNAL SEALING SLEEVE AROUND ALL
<br />ADJUSTING RINGS (MIN. Y' OVERLAP.) 1
<br />VARIES RING W/RAM-NEK=0.23'; MAX.
<br />HORIZONTAL OFFSET=0.25'(3").
<br />12'-16" 6" PRECAST REINFORCED CONCRETE SLAB.
<br />TOP OF BARREL SECTION UNDER TOP SLAB
<br />VARIES TO HAVE FLAT TOP EDGE SEALED WITH 2
<br />W-0" TYP. BEADS OF RAMNEK OR EQUAL. WRAP
<br />EXTERIOR JOINT WITH INFI-SHIELD
<br />v 5" GATOR WRAP OR APPROVED EQUAL.
<br />LWn ALL JOINTS IN MANHOLE TO HAVE
<br />"0" RING RUBBER GASKETS.
<br />PRECAST CONCRETE SECTION
<br />MANHOLE STEPS, NEENAH R19813 OR
<br />�6" PIPE EQUAL, 15" O.C., ALUMINUM STEPS
<br />DIA APPROVED.
<br />4" PVC TEE FOR DRAINTILE CONNECTION.
<br />E. NO BLOCK STRUCTURES ARE ALLOWED.
<br />MINIMUM SLAB THICKNESS, 6" FOR
<br />SECTION STRUCTURES 14'IN DEPTH. INCREASE
<br />MAL SHALL BE PURE PORTLAN THICKNESS 1" FOR EACH 4' OF DEPTH
<br />SPECMIX OR APPROVED EQUAL. GREATER THAN 14', AND REINFORCE WITH
<br />6"X6" 10/10 MESH.
<br />GROUT BOTTOM
<br />Q A� LA57 REVISION:
<br />Ol O CATCHBASIN MANHOLE JAN 2011
<br />TYPE II
<br />Ci PLATE ND.
<br />r
<br />139-STO-3.DWG
<br />STEEL FENCE POST (T -POST), MONOFILAMENT GEOTEXTILE
<br />MINIMUM 5' LONG, FABRIC PER MNDOT TABLE
<br />6' MAXIMUM SPACING. 3886-1.
<br />ATTACH FABRIC TO POST WITH
<br />MINIMUM 3 ZIP TIES (50 LB.
<br />TENSILE) PER POST IN TOP 8"
<br />OF FABRIC.
<br />POST NOTCHES
<br />TO FACE AWAY
<br />FROM FABRIC.
<br />LAY FABRIC IN THE TRENCH,
<br />BACKFILL WITH NATURAL
<br />SOIL, AND COMPACT WITH
<br />LIGHT EQUIPMENT PRIOR TO
<br />PLACEMENT OF THE POSTS.
<br />DIRECTION OF
<br />SURFACE FLOW
<br />6-
<br />24" MINIMUM
<br />POST EMBEDMENT
<br />6"
<br />NOTES:
<br />1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS
<br />AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360'.
<br />2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND
<br />INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
<br />LIMITATIONS, WET SOILS, STEEP SLOPES, ETC.
<br />4 Q � UST REVISION:
<br />O O 11 SILT FENCE AP�i zoos
<br />HEAVY DUTY
<br />° PIATENO.
<br />ERO-1C
<br />"HYDRAFINDER"
<br />HYDRANT LOCATOR
<br />(PROVIDE 2 PER HYDRANT, HYDRANT SHALL BE WATEROUS
<br />DELVER EXTRA ONE TO ORONO PACER WB -100 OR WB -67 WITH
<br />PUBLIC WORKS.) STAINLESS BOLTS AND 16"
<br />TRAFFIC BREAK OFF SECTION
<br />HYDRANT SHALL BE FOR 8.0'
<br />BURY. WATERMAIN SHALL
<br />HAVE T-6" OF COVER.
<br />FOR VALVE BOX INSTALLTION
<br />SEE DETAIL PLATE NO. WAT-1.
<br />CONNECT
<br />PLAN
<br />LAST REVISION:
<br />]AN 2006
<br />s
<br />O
<br /><'AEeITOO
<br />WATER MAIN WET TAP
<br />TRACER WIRE
<br />36"-
<br />90" BEND
<br />WAT 4
<br />r
<br />B1
<br />TO BOTTOM
<br />m a
<br />D2
<br />16" BREAK OFF
<br />HYDRANTS AND GATE VALVES
<br />NUT OF
<br />x
<br />12"
<br />1 -+ 12" Om ru
<br />1'-S"
<br />SHALL BE RESTRAINED WITH
<br />HYDRANT WITH
<br />DIRECTION
<br />.
<br />g
<br />111"
<br />MEGALUGS.
<br />RING TERMINAL
<br />m
<br />2'-8"
<br />2'-0"
<br />12"1'-10"
<br />a
<br />WOODCHIPS,
<br />3,1"
<br />a�
<br />RESILIENT WEDGE VALVE
<br />III
<br />-
<br />STRAW MULCH
<br />2'4"
<br />CONFORMING TO AW WA
<br />DRIVEWAY
<br />6'-2"
<br />C-509-80 STANDARDS.
<br />OR ROCK
<br />ENTRANCE
<br />BERM OR APPROVED EQUAL
<br />2'4"
<br />GRADE
<br />EXTEND SILT FENCE, WOODCHIPS,
<br />8'1"
<br />4'4"
<br />OR GEOTEXTILE BAG TO
<br />4'4"
<br />ALL D.I.P. WATERMAIN
<br />PERIMETER OF ENTRANCE
<br />SILT FENCE \
<br />;
<br />o PROFILE
<br />SHALL BE WRAPPED WITH
<br />Mly TO MATCH BACK OF
<br />SILT FENCE --_,,22 a
<br />T-3"
<br />6'4"
<br />8 MIL PLASTIC. INCLUDING
<br />6'-0"
<br />pm
<br />g ,
<br />ALL MECHANICAL JOINTS
<br />DIRECTION
<br />OF FLOW
<br />�y
<br />�" a
<br />in Fes:
<br />0
<br />24" U
<br />I-4-6" Y N
<br />3,
<br />AND POLY TAPED AT ALL
<br />WITH INSIDE FACE OF WALL.
<br />-�0
<br />Y
<br />¢ .0 ..
<br />JOINTS
<br />2O
<br />G
<br />STAINLESS STEEL
<br />BOLTS
<br />GATE
<br />SOD, OR
<br />VALVE
<br />STRAW MULCH
<br />MINIMUM SLAB THICKNESS, 6" FOR 14'
<br />DEPTH. INCREASE THICKNESS 1" FOR
<br />lIrrM UG
<br />11
<br />NOTE: INSTALL SILT FENCE USING
<br />SILT FENCE
<br />MACHINE SLICED METHOD
<br />SECTION
<br />Q LAST REVISION:
<br />0. O
<br />'6
<br />„LEAD L :..:::.. ..: ...a LOOP
<br />8" CONC. BLOCK TRACER
<br />1 CU. YD. OF 1 1/2" ROCK, COVER WIRE TO
<br />WITH 2 LAYERS OF POLYETHYLENE. HYDRANT
<br />04 Q LAST REVISION:
<br />�O VALVE AND HYDRANT JAN 2011
<br />INSTALLATION
<br />"d, G PLATE N0.
<br /><°'ri.:tasoa� WAT-2
<br />TAPPING SLEEVE
<br />�X �MEGALUG
<br />\ c
<br />0
<br />I
<br />A
<br />PLAN
<br />CONDUCTIVITY STRAP
<br />NOTE: ALL DIP WATERMAIN SHALL BE
<br />WRAPPED WITH 8 MIL POLY. INCLUDING
<br />ALL MECHANICAL JOINTS
<br />7.5' MINIMUM COVER REQUIRED
<br />OVER TOP OF WATER MAIN.
<br />RESILIANT WEDGE VALVE
<br />CONFORMING TO AWWA
<br />C-509-80 STANDARDS
<br />SECTION A -A
<br />COMPACTED GRANULAR BACKFILL
<br />UNDISTURBED EARTH
<br />8" CONC. BLOCK
<br />1604`
<br />`
<br />0. V0
<br />PLAN
<br />LAST REVISION:
<br />]AN 2006
<br />s
<br />O
<br /><'AEeITOO
<br />WATER MAIN WET TAP
<br />PROFILE
<br />36"-
<br />90" BEND
<br />WAT 4
<br />r
<br />B1
<br />Dl
<br />m a
<br />D2
<br />B3
<br />D3
<br />ILII
<br />x
<br />12"
<br />1 -+ 12" Om ru
<br />1'-S"
<br />w
<br />U w
<br />12" 4-0„ 3„ r
<br />DIRECTION
<br />.
<br />g
<br />111"
<br />OF FLOW ,
<br />2'-1„
<br />m
<br />2'-8"
<br />2'-0"
<br />12"1'-10"
<br />a
<br />WOODCHIPS,
<br />3,1"
<br />a�
<br />SOD, OR
<br />III
<br />-
<br />STRAW MULCH
<br />2'4"
<br />1 _
<br />DRIVEWAY
<br />6'-2"
<br />T-6"
<br />OR ROCK
<br />ENTRANCE
<br />BERM OR APPROVED EQUAL
<br />2'4"
<br />PLAN
<br />EXTEND SILT FENCE, WOODCHIPS,
<br />8'1"
<br />4'4"
<br />OR GEOTEXTILE BAG TO
<br />4'4"
<br />T-0"
<br />PERIMETER OF ENTRANCE
<br />SILT FENCE \
<br />;
<br />o PROFILE
<br />3 0"
<br />Mly TO MATCH BACK OF
<br />SILT FENCE --_,,22 a
<br />T-3"
<br />6'4"
<br />17-0"
<br />6'-0"
<br />pm
<br />g ,
<br />0 z
<br />m w
<br />DIRECTION
<br />OF FLOW
<br />�y
<br />�" a
<br />in Fes:
<br />0
<br />24" U
<br />I-4-6" Y N
<br />Fa
<br />V 'f�
<br />WITH INSIDE FACE OF WALL.
<br />-�0
<br />Y
<br />¢ .0 ..
<br />2O
<br />G
<br />,cm
<br />WOODCHIPS,
<br />SOD, OR
<br /><
<br />STRAW MULCH
<br />MINIMUM SLAB THICKNESS, 6" FOR 14'
<br />DEPTH. INCREASE THICKNESS 1" FOR
<br />NOTE: INSTALL SILT FENCE USING
<br />SILT FENCE
<br />MACHINE SLICED METHOD
<br />SECTION
<br />Q LAST REVISION:
<br />0. O
<br />AP i zoos
<br />BACK
<br />OF CURB PERIMETER CONTROL
<br />1w'r F
<br />v
<br />WITH SIDEWALK pATENO.
<br /><°n �p4
<br />ERO-1F
<br />TAPPING SLEEVE
<br />�X �MEGALUG
<br />\ c
<br />0
<br />I
<br />A
<br />PLAN
<br />CONDUCTIVITY STRAP
<br />NOTE: ALL DIP WATERMAIN SHALL BE
<br />WRAPPED WITH 8 MIL POLY. INCLUDING
<br />ALL MECHANICAL JOINTS
<br />7.5' MINIMUM COVER REQUIRED
<br />OVER TOP OF WATER MAIN.
<br />RESILIANT WEDGE VALVE
<br />CONFORMING TO AWWA
<br />C-509-80 STANDARDS
<br />SECTION A -A
<br />COMPACTED GRANULAR BACKFILL
<br />UNDISTURBED EARTH
<br />8" CONC. BLOCK
<br />1604`
<br />`
<br />0. V0
<br />BUTTRESS DIMENSIONS
<br />LAST REVISION:
<br />]AN 2006
<br />s
<br />O
<br /><'AEeITOO
<br />WATER MAIN WET TAP
<br />PLATE NO.
<br />`
<br />90" BEND
<br />WAT 4
<br />r
<br />139-WAT-2.DWG 139-WAT-4.DWG
<br />Y-0"
<br />NOTE: VANE GRATE
<br />SHOWN
<br />0
<br />V
<br />FACE OF CURB
<br />DIRECTION OF FLOW
<br />CATCHBASIN CASTING
<br />NEENAH R3067 OR EQUAL
<br />WITH VANE GRATE 2"
<br />RADIUS CURB BOX. PLAN
<br />GRATE SHALL HAVE FULL BED OF MORTAR BETWEEN
<br />'DUMP NO WASTE, MIDDLE RINGS. MAX HORIZONTAL
<br />DRAINS TO FRESH WATER OFFSET = 0.25'.
<br />ON CASTING.
<br />GRATE TO BE 2" BELOW GUTTER
<br />MIN. OF 2 MAX. OF 6 GRADE. 10' TRANSITION EACH
<br />CONCRETE ADJUSTMENT SIDE OF CATCH BASIN.
<br />RINGS WITH 2 RINGS OF VARIABLE
<br />RAM-NEK BETWEEN BOTH
<br />BOTTOM RING AND TOP OF CURB
<br />STRUCTURE, TOP RING
<br />AND CASTING. FULL BED
<br />OF MORTAR BETWEEN
<br />MIDDLE RINGS.
<br />24" X 36" 6 1/2"
<br />INFI-SHIELD SEALING PRECAST
<br />SLEEVE OR APPROVED 5"
<br />EQUAL (MIN. Z'
<br />OVERLAP.) 3" GROUT
<br />DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND
<br />THE INSIDE.
<br />MORTAL SHALL BE PURE PORTLAND SECTION
<br />SPECMIX OR APPROVED EQUAL.
<br />0 LAST REVISION:
<br />TYPE II JAN 2011
<br />r
<br />CATCHBASIN
<br />PLATE NO.
<br />r
<br />139-STO-5.DWG
<br />I hereby certify that this plan was prepared by me or under my Revisionm
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGIAIESR under ffie laws of the State of Minnesota 08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />05/30/18 - City Com ments/Storm water
<br />07/11/18 - Watershed Comments
<br />Ryan U Bluhm 08/06/18 - City/Watershed Comments
<br />08/08/18 -City Comments
<br />Dates 08/08/18 License No. 41257
<br />DISTANCE TO c VARIABLE
<br />3"R
<br />FINISHED WEAR COURSE
<br />1
<br />SLOPE Y'
<br />TO BE 1 ABOVE EDGE
<br />O 3/4" PER FT zOFGUTTER
<br />M s�
<br />CONCRETE MNDOT B618
<br />FINISHED WEAR COURSE TO BE
<br />^�50 �1/2" ABOVE EDGE OF GUTTER.
<br />C .q.. ' • . '. 1
<br />+y . . . .. 'M
<br />17 1/2" 10 1/2"
<br />CONCRETE SURMOUNTABLE D-428
<br />3'RESIDENTIAL VARIABLE 3' RESIDENTIAL `8618
<br />5' COMMERCIAL V COMMERCIAL /
<br />CONTROL JOINT L EXPANSION JOINT
<br />DRIVEWAY CURB CUT (BOTH SIDES)
<br />2 1/2" 6'0„ 1 1/8"R
<br />BITUMINOUS SURFACE
<br />N 2"
<br />BTUMINOUS-6" SHOE FORMED CURB
<br />O� Q�O IASi REVISION:
<br />JAN 2008
<br />CURB AND GUTTER
<br />P ATE NO.
<br />STR-1
<br />J
<br />139-STR-I.DWG
<br />RMB Prepared for:
<br />cite�xea: RMB
<br />Drawn: SYE
<br />Record Drawing by/date:
<br />ANCHOR TRENCH
<br />(SEE DETAIL AND NOTES BELOW)
<br />OVERLAP END JOINTS
<br />MINIMUM OF 6" AND STAPLE
<br />OVERLAP AT 1.5' INTERVALS.
<br />STAPLE PATTERN/DENSITY SHALL LONGITUDINAL JOINTS
<br />FOLLOW MANUFACTURERS MINIMUM OF 6"
<br />SPECIFICATIONS
<br />ANCHOR TRENCH
<br />1. DIG 6" X 6" TRENCH
<br />2. LAY BLANKET IN TRENCH
<br />3. STAPLE AT 1.5' INTERVALS
<br />4. BACKFILL WITH NATURAL SOIL AND COMPACT'6"
<br />5. BLANKET LENGTH SHALL NOT EXCEED 100' I
<br />WITHOUT AN ANCHOR TRENCH ... .1....J�
<br />NOTE:
<br />SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,
<br />STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL
<br />HAVE GOOD SOIL CONTACT.
<br />4 A. U15T REVISION:
<br />O O
<br />Q EROSION CONTROL BLANKET APrii zoos
<br />F INSTALLATION
<br />Ci FEPF2A
<br />NOTES:
<br />1. SHAPE OF BACK OF
<br />BUTTRESS MAY VERY AS LONG
<br />AS POURED AGAINST FIRM
<br />UNDISTURBED EARTH.
<br />2. DIMENSION C1,C2,C3 SHOULD
<br />BE LARGE ENOUGH TO MAKE
<br />ANGLE 0 EQUAL TO OR LARGER
<br />THAN 45".
<br />3. DIMENSION A1,A2,A3 SHOULD
<br />BE AS LARGE AS POSSIBLE
<br />WITHOUT INTERFERING WITH
<br />MJ BOLTS.
<br />4. 0 = 45o MINIMUM.
<br />S. PLACE POLYETHYLENE BETWEEN
<br />CONCRETE & PIPE.
<br />0 -SEE NOTE 4
<br />0 -SEE NOTE 4
<br />eP
<br />A
<br />PLAN 900 BENDS PLAN 450 BENDS
<br />VARIABLE 3 MIN. 0 -SEE NOTE 4
<br />6"
<br />CONCRETE SHALL BE A
<br />IN CONTACT WITH -� `y. "
<br />A
<br />THIS QUADRANT OF 0
<br />PIPE o
<br />BEDDING MATERIAL
<br />UNDISTURBED EARTH
<br />CONCRETE SECTION A -A PLAN 22 1/2° BENDS
<br />0¢ 0 lASi REVISION:
<br />V0 MARCH 2008
<br />CONCRETE THRUST BLOCKING
<br />'� PLATE NO.
<br />G
<br /><arx:>n °w4' WAT-6
<br />J
<br />139-WAT-6.Dwg
<br />CATCHBASIN FRAME &
<br />COVER NEENAH R-3067 OR
<br />EQUAL WITH TYPE DL GRATE
<br />' ,Q
<br />.x� .,illlll
<br />NOTE
<br />CATCHBASIN TO BE DEPRESSED 2"
<br />1P�ZN BELOW DESIGN GUTTER LINE GRADE
<br />A_
<br />B618 CONC. CURB & GUTTER ISOMETRIC
<br />2 - #4 REBARS NO SCALE
<br />o
<br />O 10' MIN. TRANSITION 10' MIN. TRANSITION z0
<br />z `^
<br />0 TOP OF a
<br />W) CURB-
<br />=7
<br />URB 2" a
<br />a
<br />w
<br />DESIGN GUTTER LINE
<br />GRADE 2 - #4 REBARS
<br />FRAME & CASTING
<br />SECTION A -A
<br />NO SCALE
<br />Q� 0 \O LAST REVISION:
<br /><Y B618 CURB & GUTTER JAN 2ooe
<br />F CONSTRUCTION AT CATCH BASIN
<br />O PLATE N0.
<br />139-STR-2.DWG
<br />Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />ISOMETRIC VIEW
<br />-FILTER ASSEMBLY
<br />POLYESTER SLEEVE
<br />STRUCTURE COVER
<br />ASSEMBLY
<br />CATCH BASIN
<br />IN-PLACE ELEVATION VIEW
<br />Y Q- AUST REVISION:
<br />O 0 INLET PROTECTION, TYPE A APrii zoos
<br />ROAD DRAIN 2x3 TOP SLAB MODEL pATENO.
<br />�eoG ERO 4C
<br />12 AWG WATER -PROOF
<br />RING TERMINAL
<br />O
<br />FINISH
<br />GRADE
<br />CONNECT END OF
<br />BOTH TRACER
<br />1/2" PVC WIRES
<br />FINISH GRADE
<br />HYDRANT CONNECTION
<br />12 AWG 1T
<br />MANLINE J
<br />12 AWG WIRE, STRIP,
<br />BRANCH DO NOT CUT.
<br />WIRE, STRIP
<br />DIRECT BURY LUG
<br />Q ]AST REVISION:
<br />O, O
<br />MARCH 2011
<br />TRACER WIRE CONNECTIONS
<br />F
<br />�� , s Ci PLATE N0.
<br /><aBitiseuoa� WAT-8
<br />EXISTING CURB
<br />OVERFLOW IS
<br />1/z OF
<br />THE CURB BOX HEIGHT
<br />O
<br />� 00000
<br />000
<br />PLAN
<br />WIMCO ROAD DRAIN CG -23* HIGH FLOW
<br />INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE
<br />OR CITY APPROVED EQUAL.
<br />OVERFLOW IS Y2 OF
<br />THE CURB BOX HEIGHT
<br />OVERFLOW AT TOP
<br />OF FILTER ASSEMBLY
<br />i- CURB
<br />BUTTRESS DIMENSIONS
<br />t -
<br />FILTER ASSEMBLY
<br />PIPE
<br />22 1/2o BEND
<br />45° BEND
<br />90" BEND
<br />SIZE
<br />B1
<br />Dl
<br />B2
<br />D2
<br />B3
<br />D3
<br />6"
<br />V-5"
<br />1'-5"
<br />1'-S"
<br />1'-5"
<br />2'-1"
<br />V-6"
<br />8"
<br />111"
<br />1111,
<br />2'-1„
<br />1'-6"
<br />2'-8"
<br />2'-0"
<br />12"1'-10"
<br />V-10"
<br />3,1"
<br />2'-0"
<br />4'-9"
<br />2-6"
<br />16"
<br />T-0"
<br />2'4"
<br />3'-10"
<br />T-0"
<br />6'-2"
<br />T-6"
<br />20"
<br />T-6"
<br />2'4"
<br />T-6'
<br />3'1"
<br />8'1"
<br />4'4"
<br />P24"
<br />4'4"
<br />T-0"
<br />6'-10"
<br />T-10"
<br />9'-8"
<br />T-0"
<br />3 0"
<br />Mly TO MATCH BACK OF
<br />-
<br />T-3"
<br />6'4"
<br />17-0"
<br />6'-0"
<br />0 -SEE NOTE 4
<br />0 -SEE NOTE 4
<br />eP
<br />A
<br />PLAN 900 BENDS PLAN 450 BENDS
<br />VARIABLE 3 MIN. 0 -SEE NOTE 4
<br />6"
<br />CONCRETE SHALL BE A
<br />IN CONTACT WITH -� `y. "
<br />A
<br />THIS QUADRANT OF 0
<br />PIPE o
<br />BEDDING MATERIAL
<br />UNDISTURBED EARTH
<br />CONCRETE SECTION A -A PLAN 22 1/2° BENDS
<br />0¢ 0 lASi REVISION:
<br />V0 MARCH 2008
<br />CONCRETE THRUST BLOCKING
<br />'� PLATE NO.
<br />G
<br /><arx:>n °w4' WAT-6
<br />J
<br />139-WAT-6.Dwg
<br />CATCHBASIN FRAME &
<br />COVER NEENAH R-3067 OR
<br />EQUAL WITH TYPE DL GRATE
<br />' ,Q
<br />.x� .,illlll
<br />NOTE
<br />CATCHBASIN TO BE DEPRESSED 2"
<br />1P�ZN BELOW DESIGN GUTTER LINE GRADE
<br />A_
<br />B618 CONC. CURB & GUTTER ISOMETRIC
<br />2 - #4 REBARS NO SCALE
<br />o
<br />O 10' MIN. TRANSITION 10' MIN. TRANSITION z0
<br />z `^
<br />0 TOP OF a
<br />W) CURB-
<br />=7
<br />URB 2" a
<br />a
<br />w
<br />DESIGN GUTTER LINE
<br />GRADE 2 - #4 REBARS
<br />FRAME & CASTING
<br />SECTION A -A
<br />NO SCALE
<br />Q� 0 \O LAST REVISION:
<br /><Y B618 CURB & GUTTER JAN 2ooe
<br />F CONSTRUCTION AT CATCH BASIN
<br />O PLATE N0.
<br />139-STR-2.DWG
<br />Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />ISOMETRIC VIEW
<br />-FILTER ASSEMBLY
<br />POLYESTER SLEEVE
<br />STRUCTURE COVER
<br />ASSEMBLY
<br />CATCH BASIN
<br />IN-PLACE ELEVATION VIEW
<br />Y Q- AUST REVISION:
<br />O 0 INLET PROTECTION, TYPE A APrii zoos
<br />ROAD DRAIN 2x3 TOP SLAB MODEL pATENO.
<br />�eoG ERO 4C
<br />12 AWG WATER -PROOF
<br />RING TERMINAL
<br />O
<br />FINISH
<br />GRADE
<br />CONNECT END OF
<br />BOTH TRACER
<br />1/2" PVC WIRES
<br />FINISH GRADE
<br />HYDRANT CONNECTION
<br />12 AWG 1T
<br />MANLINE J
<br />12 AWG WIRE, STRIP,
<br />BRANCH DO NOT CUT.
<br />WIRE, STRIP
<br />DIRECT BURY LUG
<br />Q ]AST REVISION:
<br />O, O
<br />MARCH 2011
<br />TRACER WIRE CONNECTIONS
<br />F
<br />�� , s Ci PLATE N0.
<br /><aBitiseuoa� WAT-8
<br />EXISTING CURB
<br />OVERFLOW IS
<br />1/z OF
<br />THE CURB BOX HEIGHT
<br />O
<br />� 00000
<br />000
<br />PLAN
<br />WIMCO ROAD DRAIN CG -23* HIGH FLOW
<br />INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE
<br />OR CITY APPROVED EQUAL.
<br />OVERFLOW IS Y2 OF
<br />THE CURB BOX HEIGHT
<br />OVERFLOW AT TOP
<br />OF FILTER ASSEMBLY
<br />i- CURB
<br />GROUT BOTTOM OF MANHOLE TO 1/2
<br />DIAMETER AT PIPE AND SLOPE GROUT
<br />2" TOWARD INVERT.
<br />VARIES
<br />t -
<br />FILTER ASSEMBLY
<br />DIAMETER,
<br />/
<br />6" ON -GRADE
<br />CONCRETE CURBz
<br />10" AT LOW POINT
<br />HIGH-FLOW
<br />FABRIC
<br />* FOR THE NEW R -3290 -VB STANDARD CASTING,
<br />MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z
<br />INSTALL WIMCO ROAD DRAIN
<br />OF CONE IS FACING DOWNSTREAM.
<br />CG -3290 OR CITY APPROVED EQUAL.
<br />PLATE NO.
<br />96 0 A LAST REVISION:
<br />01 YO INLET PROTECTION, TYPE C
<br />April 2008
<br />CATCH BASIN INSERT
<br />AFTER PAVING
<br />PATE NO.
<br />EQUAL WITH 2 CONCEALED PICK HOLES.
<br />ERO-4I
<br />GROUT BOTTOM OF MANHOLE TO 1/2
<br />DIAMETER AT PIPE AND SLOPE GROUT
<br />2" TOWARD INVERT.
<br />139-WAT-8.Dwg 139-STO-I.DWG
<br />VARIES
<br />CONCRETE SLAB 5" MINIMUM THICKNESS FOR
<br />RESIDENTIAL AND 6" MINIMUM THICKNESS -~c
<br />/
<br />MANHOLE STEPS SHALL BE PLACED
<br />CONCRETE CURBz
<br />RESIDENTIAL AND COMMERCIAL DRIVEWAYS r
<br />AND GUTTER (SEE 2
<br />SO THAT OFFSET VERTICAL PORTION
<br />PLATE STR-1� z
<br />MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z
<br />a
<br />OF CONE IS FACING DOWNSTREAM.
<br />TYPICAL CONCRETE SIDEWALK DETAIL
<br />O
<br />PLATE NO.
<br /><
<br />NEENAH R1642B FRAME AND COVER OR
<br />e
<br />w
<br />z
<br />EQUAL WITH 2 CONCEALED PICK HOLES.
<br />SECTION
<br />0
<br />�
<br />u
<br />PLAN
<br />INFI-SHIELD EXTERNAL SEALING SLEEVE
<br />S•
<br />MINIMUM OF 2 MAXIMUM OF 6 CONCRETE
<br />Cr-
<br />$OS�C,-
<br />S GYrlO�
<br />ADJUSTMENT RINGS WITH 2 RINGS OF
<br />i
<br />FR7y
<br />RAM-NEK BETWEEN EACH.
<br />El's UNF
<br />gNSlON
<br />27"
<br />MANHOLE STEPS, NEENAH R19811
<br />OR EQUAL, 16" ON CENTER.
<br />V-
<br />ALUMINUM STEPS APPROVED.
<br />�fNT
<br />0�,0`N�
<br />ONS
<br />ALL ]DINTS IN MANHOLE TO HAVE
<br />G
<br />CONCRETE PAVEMENT
<br />S
<br />Mly TO MATCH BACK OF
<br />"0" RING RUBBER GASKETS.
<br />P
<br />5„
<br />4'-0"
<br />NOTE:
<br />ISOMETRIC
<br />CONTROL JOINTS IN CONCRETE CURB
<br />PIPE SHALL BE CUT OUT FLUSH
<br />NOT TO EXCEED 10' SPACING
<br />THROUGH DRIVEWAY SECTION.
<br />WITH INSIDE FACE OF WALL.
<br />-�0
<br />DRIVEWAY SECTION
<br />PLATE NO.
<br />>
<br />NOTE: KOR-N-SEAL MANHOLE OR EQUAL
<br />CONSIDERED ACCEPTABLE ALTERNATE.
<br />MINIMUM SLAB THICKNESS, 6" FOR 14'
<br />DEPTH. INCREASE THICKNESS 1" FOR
<br />EACH 4' OF DEPTH GREATER THAN 14',
<br />SECTION
<br />AND REINFORCE WITH 6"X6"10/10 MESH.
<br />Q LAST REVISION:
<br />0. �O JAN 2006
<br />w4-,
<br />�.p�
<br />STORM SEWER JUNCTION MANHOLE
<br />PLATE N0.
<br />6G
<br />139-WAT-8.Dwg 139-STO-I.DWG
<br />R VARIESCL
<br />VARIES R
<br />VARIES TO BACK VARIES TO BACK
<br />4.0% MIN. 2,0%
<br />VARIES 3.0% 3.0% 6.0"/" MAX. ��
<br />STREET SECTION AS SPECIFIED
<br />LOCATION OF TRAIUSIDEWALK
<br />8618 CONC. CURB &GUTTER AS SPECIFIED.
<br />NOTE: SEE DETAIL PLATE NO.
<br />GEN 5 FOR LOCATION
<br />VOR 6' WIDE
<br />I FACE OF
<br />CONCRETE SIDEWALKS
<br />S WIDE IN RESIDENTIAL AREAS
<br />6' WIDE ALONG COLLECTOR STREETS
<br />4" CONCRETE WITH 4" MIN. CLASS 5.
<br />DMEROCK
<br />*UNLES DIRECTED OTHERWISE BY
<br />ENGINEER
<br />PLAN
<br />VARIES
<br />CONCRETE SLAB 5" MINIMUM THICKNESS FOR
<br />RESIDENTIAL AND 6" MINIMUM THICKNESS -~c
<br />5
<br />FOR COMMERCIAL DRIVEWAYS. BOTH o
<br />CONCRETE CURBz
<br />RESIDENTIAL AND COMMERCIAL DRIVEWAYS r
<br />AND GUTTER (SEE 2
<br />TO BE REINFORCED WITH 6X6-10/10 WIRE o w
<br />PLATE STR-1� z
<br />MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z
<br />a
<br />BASE. (SEE SPECIFICATIONS) a p
<br />TYPICAL CONCRETE SIDEWALK DETAIL
<br />O
<br />PLATE NO.
<br /><
<br />0
<br />o
<br />e
<br />w
<br />z
<br />SECTION
<br />0
<br />�
<br />u
<br />NO SCALE
<br />S•
<br />'?, '0
<br />Cr-
<br />$OS�C,-
<br />S GYrlO�
<br />PROs
<br />i
<br />FR7y
<br />El's UNF
<br />gNSlON
<br />��O�N� ORS
<br />301
<br />3, Q-agysl GO�
<br />6.MfN
<br />�fNT
<br />0�,0`N�
<br />ONS
<br />G
<br />CONCRETE PAVEMENT
<br />S
<br />Mly TO MATCH BACK OF
<br />Py
<br />CONCRETE CURB AT
<br />G\- OF O
<br />THIS POINT
<br />NOTE:
<br />ISOMETRIC
<br />CONTROL JOINTS IN CONCRETE CURB
<br />NO SCALE
<br />NOT TO EXCEED 10' SPACING
<br />THROUGH DRIVEWAY SECTION.
<br />.Q, Q A�
<br />'�Y
<br />0.
<br />1��]
<br />-�0
<br />DRIVEWAY SECTION
<br />PLATE NO.
<br />R VARIESCL
<br />VARIES R
<br />VARIES TO BACK VARIES TO BACK
<br />4.0% MIN. 2,0%
<br />VARIES 3.0% 3.0% 6.0"/" MAX. ��
<br />STREET SECTION AS SPECIFIED
<br />LOCATION OF TRAIUSIDEWALK
<br />8618 CONC. CURB &GUTTER AS SPECIFIED.
<br />NOTE: SEE DETAIL PLATE NO.
<br />GEN 5 FOR LOCATION
<br />VOR 6' WIDE
<br />I FACE OF
<br />CONCRETE SIDEWALKS
<br />S WIDE IN RESIDENTIAL AREAS
<br />6' WIDE ALONG COLLECTOR STREETS
<br />4" CONCRETE WITH 4" MIN. CLASS 5.
<br />DMEROCK
<br />*UNLES DIRECTED OTHERWISE BY
<br />ENGINEER
<br />PLAN
<br />VARIES
<br />DESIGN STREET
<br />GRAD
<br />MAX 20:1
<br />SIDEWALK/TRAIL AS
<br />CURB & GUTTER SPECIFIED
<br />SECTION A -A
<br />0 LAST REVISION:
<br />V0
<br />0.
<br />JAN 2006
<br />TYPICAL CONCRETE SIDEWALK DETAIL
<br />O
<br />PLATE NO.
<br />139_STR-4.DWG 139-STR-I1.DWG
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />0011740DTPOl .dwg
<br />Date: 06/19/17 Sheet: 7 of 13
<br />Civil Details
<br />
|