|
T -ID"
<br />5" +j F 5"
<br />N N to
<br />CATCH BASIN PLAN BASE SLAB PLAN
<br />MIN 3 NOTES:
<br />MAX 6
<br />ADJUSTING RINGS _ _ _ 1. CASTING TO BE TYPE R -3067-V UNLESS OTHERWISE
<br />SPECIFIED ON PLANS
<br />O
<br />2.PIPE CUT-OUTS PER CONSTRUCTION DOCUMENTS
<br />- A CAST -IN-PLACE e N E USED
<br />fi 3. ALTERNATE CAST IN PLACE ASE CA 8
<br />i
<br />0
<br />4. MIN REINFORCING SHALL BE WIRE FABRIC
<br />HAVING AN AREA OF NOT LESS THAN 0.12 SQ IN
<br />PER FOOT IN BOTH DIRECTIONS
<br />5. BRING TRACER WIRE INTO CATCH BASIN BELOW FIRST
<br />GROUT INVERT ADJUSTING RING, PROVIDE 3' MIN COIL OF
<br />SECTION TRACER WIRE WITHIN THE CATCH BASIN
<br />6. TRACER WIRE TO BE USED WHEN NON-CONDUCTIVE
<br />PIPE IS INSTALLED
<br />CATCH BASIN STRUCTURE
<br />DESIGN R -1 (2'X3') WITH TRACER WIRE
<br />NOT TO SCALE
<br />C:A1 hl LiAJIN
<br />DETAIL LOG �■
<br />i/iUPtr STRLI,LXRESLGN gOLTOl..
<br />® R-1 2' 3 WITH REVISIONS: DATE:
<br />TR CER IRE +_ & MENK
<br />ORONO PLATE NO:
<br />t c7Y STO-106 Real People. Real Solutions.
<br />BACKFILL WITH
<br />EXCAVATED MATERIAL
<br />w
<br />ac
<br />N
<br />FINE FILTER
<br />AGGREGATE (31491)
<br />6" PE PERFORATED PIPE
<br />DRAIN WITH FILTER CLOTH
<br />N
<br />SUBSURFACE PIPE DRAIN
<br />GRADE
<br />NOT TO SCALE
<br />Q�fi SUBSURFACE PIPE DETAIL LOG//J�\��jV
<br />� g�ItLToN
<br />DRAIN REVISIONS: DATE: &MENK
<br />,-IIe�R s� ORONO PLATE0: p
<br />STO-300-300 Real People. Real Solutions.
<br />PROVIDE 6-1/2" SS ANCHOR
<br />BOLTS W/CLIPS
<br />1(/2'X3/8" OUTER RING
<br />1112"X3/8" STEEL
<br />BARS ® 4' O.C.
<br />MH DIAMETER SKIMMER
<br />OPENING
<br />�•"- 3'X1.
<br />�PRCri m i/4" PLATE WITH LOCKING CLASP
<br />CUSP TO HAVE 1/2' PADLOCK HOLE
<br />1/4"X1/4' STEEL.
<br />BAR, WELD 'M
<br />EACH MEMBE II
<br />NOT -DIPPED GALVANIZED
<br />GRATE IN 1 SECTIONS
<br />GRATE PROVIDE J./1" DIA. CONTINUOUS HINGE BAR
<br />ELEV.=XXX.X 9-4202
<br />(i HVVL
<br />NWL %?/. S L /s'
<br />tuv.mxxp-x
<br />.. RCP / $ .i
<br />l�l�Ait
<br />6' MIN. 1RJrAA r#VAr.#,g#
<br />L = 2'� � 929• o � � *A0,ffl .1A
<br />0.0 8" MIN, SLAB
<br />928.5 6" ---------• - T THICKNESS
<br />-6' AIGGR8G11TTe BACKFILL DIA. VMM RINGS OF RA M-NEK TO
<br />(MNDOT SPEC. 3149H MOD.) MANHOLE BE PLAN BETWEEN
<br />� BARREL SECTION AND
<br />BOTTOM SLAB
<br />/O O • ALJG 2006
<br />' STANDARD SKIMMER STRUCTURE
<br />SOUTH POND'`
<br />SHEET7.SCJ
<br />17-350
<br />STANDARD DETAIL SHEE11
<br />SEE CITY PLATE NO, STO-7 FOR RIPRAP PLACEMENT.
<br />ISOMETRIC
<br />L-TIELAST 3 PIPE JOINTS.
<br />USE
<br />2 TIE BOLT FASTENERS
<br />PER JOINT. INSTALL AT
<br />60" FROM TOP OR BOTTOM
<br />OF PIPE.
<br />PROVIDE 3 ANCHOR CLIPS TO FASTEN
<br />TRASH GUARD TO FLARED END SECTION.
<br />HOT DIP GALVANIZE AFTER FABRICATION.
<br />TRASH GUARD SIZING
<br />PIPE SIZE BARS 'H' BOLTS
<br />17' 3/4"0 2 1/2" 518"
<br />15" 3/4"0 3" 5/B"
<br />18" 314"0 4" 5/8"
<br />21"-24" 11.0 4" 314"
<br />27"-36" 1"0 5" 3/4"
<br />42" 1.0 6" 3/4"
<br />48"-54" 11/4"06' 1„
<br />60"-72" 1114"07" 1
<br />78"-90" 1 1/4"0 8" V
<br />(}
<br />FLARED ENO
<br />SECTION AND
<br />TRASH GUARD
<br />DETAIL LG
<br />O
<br />BOLTON
<br />S & M E N K
<br />REVISIONS: DATE:
<br />15'
<br />15•
<br />ORONO PLATE NO:
<br />a -w
<br />12'
<br />:r
<br />j1tFSMt3N�'.•.
<br />STO-600
<br />0000
<br />Real People, Real Solutions.
<br />4U---'vMCO 0
<br />ai
<br />U
<br />c
<br />N >,0
<br />MH DIAMETER SKIMMER .
<br />ON91M
<br />3*45
<br />5' 5'X1.5
<br />' 6xl.s
<br />' PROVIDE 1/4' PLATE WITH LOWNG CLASP
<br />CLASP TO HAVE 1/2' PADLOCK HOLE
<br />1/4"X1/4' STEEL
<br />BAR, WELD TO
<br />EACH MEMBER
<br />HOT -DIPPED GALVANIZE
<br />GRATE IN 2 SECTIONS
<br />GRATE DETAIL ' PROVIDE Vr DIA. CONTINUOUS HV%rAE BAR
<br />ELEV.-)O"^1713.2 1
<br />10- _F
<br />/*V 09 2. S'W,,
<br />445 x 1. %'NJC,y tsa6rt.
<br />•_ HOLE F W DIA.
<br />RCP ti L +� .
<br />CA
<br />- - - 6' MIN' gj A fr, I FIeeQ .)
<br />.1 8" MIN. SLAB
<br />6" THICKNESS
<br />V AGGREGATE BACKFILL VARIES
<br />2 RINGS OF RAM -NBC TO
<br />(MNDOT SPEC. 3149H MOD.) MANHOLE BE PLACED BETWEEN
<br />BARREL SECTION AND
<br />BOTTOM sub
<br />LAST RL!V0m.
<br />0 O ; AUG 2006
<br />i STANDARD SKIMMER STRUCTURE
<br />' NORTH POND
<br />RAIN GARDEN PLANT LIST:
<br />THE FOLLOWING RAIN GARDEN MIX SHALL BE APPLIED AT A
<br />RATE OF 10 UWAC (1 LB/4,400 SO TO EACH RAIN
<br />GARDEN
<br />UP TO THE PROPOSED HIGH WATER ELEVATION:
<br />2OX WILDFLOWERS THAT INCLUDES: W% PRAIRIE GRASS AND SEDGE THAT INCLUDES;
<br />ALLUM CERNUUM NODDING PINK ONION ANDROPOGON GERARD
<br />I BIG BLUESTEM
<br />ASCLEPIAS INCARNATA SWAMP MILKWEED ANDROPOGON:SCOPARIUS LITTLE BLUESTEM"
<br />ASCLEPIASTUREROSA BUTTERFLY MILKWEEDCAREXVULPINOIDEA FOX SEDGE
<br />ASTER LAEVIS SMOOTH BLUE ASTER ELYMUS VIRGINICUS VIRGINIA WILD RYE
<br />j ASTER NDVAE-ANGUAE NEW ENGLAND ASTER HYSTRIX PATULA BOTTLE BRUSH GRASS
<br />ECHINACEA PURPUREA PURPLE CONEFLOWER• PANICUM VIRGATUM SWITCH GRASS
<br />EUPATORIUM MACULATUM JOE PVF WEED' SORGHASTRUM NUTANS INDIAN GRASS
<br />HFLIANT USHEUANTHOIDES FALSE SUNFLOWERER
<br />uATalSPvrnosrACHYa
<br />THICK SPIKED 8LaaNGSTAR
<br />LIATRIS SPICATA DENSE SLAZINGSTAR
<br />LOSELIAUPHIUTICA GREAT BLUE LOBELIA
<br />MONARDA FISTULOSA WILD BERGAMOT
<br />RATISIDA PINNATA YELLOW CONEFLOWER " SALT TOLERANT PLANTS THESE PLANTS ARE TO
<br />RUDBECKIA HIRTA BLACK-EYED SUSAN' UTILIZED IN RAIN GARDENS TAKING RUNOFF FROM
<br />RUDSECIOA SUSTOMENTOSA SWEET BLACK-EYED SUSAN STREETIPARKING AREAS DIRECTLY
<br />VERBENA HASTATA BLUE VERVAIN °T CONTRACTOR WILL CHOOSE 5 WILDFLOWERS FROM THIS
<br />VERNONIA FASCICULATA COMMON IRONWEED MIX AS WELL AS 3 GRASSES
<br />VERONICASTRUM VIRGINICUM CULVER'S ROOT
<br />ZIZIAAUREA GOLDEN ALEXANDER'
<br />RAIN GARDEN NOTES:
<br />I- RAIN GARDEN AREA SHALL BE GRADED TO A DEPTH OF W-18"; SEE PLANS FOR ACTUAL GRADING DEPTHS; RAIN GARDEN AREA
<br />AWACENTTO WALL OR WALK SHALL HAVE 10" MIN FREEBOARD
<br />2. CONTRACTORSHALL TO AVOID COMPACTING SOILS ADJACENT TO PROPOSED RAIN GARDEN AREA, IF COMPACTION HAS OCCURRED
<br />CONTRACTOR SHALL RIP AREAS TO A DEPTH OF 18" AND TILL IN 6" OF ORGANIC COMPOST PRIOR TO ANY PLANTINGS
<br />3. CONTRACTOR SHALL MAINTAIN RAIN GARDEN AREA FREE FROM WEEDS AND OTHER INVASIVE PLANT MATERIAL
<br />4. LANDSCAPE ARCHITECT WILL INSPECT CONDITION OF RAIN GARDEN UPON COMPLETION OF INSTALLATION AND GIVE WRITTEN
<br />PROVISIONAL ACCEPTANCE: FOLLOWING ANNIVERSARY DATE, LANDSCAPE ARCHITECT WILL INSPECT RAIN GARDEN AREA FOR FINAL
<br />ACCEPTANCE; INSPECTION WILL INCLUDE OVERALL CONDITION OF PLANTINGS, INDICATION OF ANY WEEDS AND MONITORING OF
<br />ANY SEDIMENTATION; FINAL ACCEPTANCE WILL BE OFFEREDTO CONTRACTOR AFTER ANY COMMENTS ARE ADDRESSED UPON THIS
<br />INSPECTION
<br />S. AFTER FIRST GROWING SEASON, CONTRACTOR SHALL REMOVE ALL DEAD PLANT DEBRIS FROM PREVIOUS GROWING SEASON AND
<br />PRUNE SHRUB MATERIAL AS NECESSARY FOR OVERALL APPEARANCE OF RAIN GARDEN
<br />6. CONTRACTOR SHALL MONITOR AND CONTROL SEDIMENTATION IN SPREADER STRIP, PRETREATMENT AREAS (TURF) AND IN RAIN
<br />GARDEN FOR ONE FULL YEAR; TURF ON PRETREATMENT AREAS SHALL BE MOWED WITH LOW GROUND PRESSURE EQUIPMENT (TO
<br />AVOID SOIL COMPACTION) TO 34" HEIGHT
<br />7. CONTRACTOR SHALL MONITOR MOISTURE IN ALL RAIN GARDEN AREAS FOR ONE FULL YEAR; CONTRACTOR SHALL SUPPLEMENT
<br />WATER IF THERE IS INSUFFICIENT RAINFALL PER WEEK (ONE INCH PER WEEK)
<br />S. MULCH ISTO BE 4"-S" OF MNDOT TYPE 6 SHREDDED HARDWOOD BARK MULCH IN RAIN GARDEN; CONTRACTOR SHALL MAINTAIN
<br />4" CLEARING AROUND BASE OF SHRUBS AND 3"CLEARING AROUND PERENNIALS, FREE FROM MULCH; CONTRACTOR SHALL
<br />MAINTAIN INITIAL DEPTH OF MULCH FOR ONE FULL YEAR IN RAIN GARDEN AREAS TO REDUCE WEED INFESTATION
<br />9. RAIN GARDEN AREAS ARE. TO RECEIVE 4' DFPTH OF PLAITING SOIL; PLANTING SOIL IS TO CONSIST OF 20%ORGANIC MATERIAL, SM
<br />SANDY SOIL AND 30% TOPSOIL, CLAY CAN BE PRESENT TO A. MAXIMUM OF 10%, OF OVERALL MIX; ALL AMENDED NATIVE SOILS
<br />SHALL MEET XXL MIXTURE SPECIFICATIONS; CONTRACTOR SHALL INSURE PERCOLATION RATE OF AMENDED SOIL GREATER THAN
<br />ONE INCH PER HOUR
<br />10. SEE SPECIFICATION BOOKLET FOR ADDITIONAL INFORMATION
<br />RAIN GARDEN NOTES
<br />DETAIL LOG
<br />RAIN GARDEN
<br />BOLTON
<br />V DATE:
<br />NOTES
<br />REVISIONS:
<br />S & MENK
<br />ORONO
<br />PLATE NO:
<br />aFP STO-701 Real People. Real Solutions,
<br />FINISHED GRADE 0
<br />DITCH OR SWALE
<br />�( O O O O o,\\�!�
<br />O O O O O �
<br />_ 0000�0�0�0�
<br />VARIES FROM 1.0' TO 2.5' m 0 0 0 0 0 0 0 0 0 0 COURSEOT 2 AGGREGATE
<br />0 0 0 0
<br />0000
<br />i
<br />3000 O O O n O " 6CORRUGATED �L ED POLYETHLENE
<br />�--
<br />_�,j DRAINAGE TUBING W. SOCK 8.0' "1 (MNDOT SPEC. 3278)
<br />DAYLIGHT AT ENDS OF TRENCHE
<br />FILTRATION TRENCH DETAIL
<br />PL CL PL
<br />2Y 25'
<br />14' TO FACE 14' TO FACE
<br />SURMOUNTABLE OR 8612
<br />CONM I E CURB
<br />3% MIN.
<br />4�:CROWN 1/4' / FOOT
<br />NOTE :1.5" TYPE 9.5 WEARING COURSE (3,B) (SPWEA340B) (2360)
<br />ALL ORGANIC OR OTHER -- -------------- __ - -
<br />UNSWABLE MATERIAL SHALL 2" TYPE 12.S NON COARSE (3,B) (SPNW8330B) (2360)
<br />BE REMOVED FROM BENEATH 8" AGGREGATE BASE, CIL 5 (2211) 1
<br />THE ROADWAY. EOTEXTILE'FABRIC, MNDOT TYPE S (3J33)
<br />SUBGRADE PREPARATION (2112) (INCIDENTAL)
<br />3-10 UNIT'S
<br />BITUMINOUS STREET WITH MUM CURB AND GUTTER
<br />0 �. LAST REVISWN:
<br />® o TYPICAL SECTIONS FOR >AN 2006
<br />PUBLIC RESIDENTIAL STREETS
<br />URBAN SECTION PLATE No.
<br />SM -6
<br />ATCH BASIN FRAME
<br />ADJUSTING RINGS AS PER
<br />SPECIFICATIONS
<br />DD
<br />EOPRENE RUBBER TOP SECTION
<br />0Dt! -
<br />U�t/(///(fQ
<br />ROM RUBBER BOTTOM O
<br />M SECTt N
<br />(MIN. 60 MIL THICKNESS)
<br />S
<br />EXTERNAL SEALE
<br />SL EVE TO BE
<br />_ - _ INSTALLED PER R
<br />- --_ _ - MANUFACTURE S
<br />RECOMMENDATIONS
<br />----CATCH BASIN STRUCTURE
<br />SANITARY OR STORM SEWER
<br />MANHOLE FRAME
<br />0 0'000 0
<br />0 0 0 0
<br />o0 0 0 0
<br />0 0 0 0 0 0 0 ADJUSTING RINGS AS PER
<br />0 0 0 0 0 0
<br />o a 0 0 0 0
<br />00000000"000000 SPECIFICATIONS
<br />= 000000000000000
<br />0
<br />0 0 0 0 0 0 0
<br />O OO O O O
<br />O O 0 0 0 --
<br />NEOPRENE RUBBER O SECTION
<br />TOP I N
<br />0000000 _
<br />PDM RUBBER BOTTOM SECTION
<br />(MIN. 60 MIL THICKNESS)
<br />EXTERNAL SEAL. SLEEVE TO BE
<br />I-' INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />TOP SLAB OR CONE SECTION
<br />ANHOLE SECTION
<br />NOTE:
<br />1. CATCH BASIN CASTINGS SHALL BE NEENAH
<br />NO. R-3067 OR APPROVED EQUAL FOR TYPE
<br />11 AND NEENAH R-4342 FOR TYPE 1.
<br />2. MANHOLE CASTINGS SHALL BE NEENAH NO
<br />1642-8 OR APPROVED EQUAL WITH
<br />"STORM SEWER" STAMPED ON THE COVER.
<br />CATCH BASIN AND DETAIL LOG gp LTQ N
<br />MANHOLE EXTERNAL SEAL REVISIONS: DATE:
<br />4
<br />ORONO PLATE N0:
<br />MENK
<br />"<�tyll STO-705 Real People, Real Solutions.
<br />3.5" BLACKTOP
<br />8" GRAVEL
<br />COMPACTED SUBGRADE
<br />0 O O O O GEOTEXTILE FABRIC
<br />00000000000000
<br />0000000000
<br />zm 3 0 O 0 O O COURSE FILTER AGGREGATE
<br />ri 000000000-MNDOT (3149.2H)
<br />OOO000O
<br />OnO
<br />6" CORRUGATED POLYETHLENE
<br />��j DRAINAGE TUBING W. SOCK
<br />�- 8.0° "I (MNDOT SPEC. 3278)
<br />DAYLIGHT AT ENDS OF TRENCHES
<br />FILTRATION TRENCH DETAIL
<br />DRIVEWAY SECTION WITHOUT DITCH
<br />PL
<br />25'
<br />CL
<br />0-0
<br />PL
<br />25'
<br />CROWN
<br />CR
<br />15'
<br />15•
<br />a -w
<br />12'
<br />NOTE:
<br />NO BLOCK OR OTHER
<br />FILLER ALLOWED
<br />#4 EACH FACE---__,
<br />BENTONITE OR MASTIC
<br />WATERSTOP ALL AROUND
<br />PIPE. CENTER IN WALL--
<br />POURED IN PLACE 3Y43
<br />CONCRETE SEEPAGE C
<br />NOTE:
<br />COLLAR MUST BE
<br />ADEQUATELY FRAMED
<br />USING WOOD OR
<br />OTHER ACCEPLABLE
<br />MATERIAL
<br />NOTE: SUBGRADE PREPARATION/EXCAVATION TO BE ACCORDING
<br />TO SOILS ENGINEER'S RECOMMENDATIONS
<br />244 BARS EACH FACE
<br />TYPICAL 4 SIDES.
<br />#4 DIAGONAL EACH
<br />FACE TYPICAL 4 SIDES.
<br />UNDISTURBED SOIL
<br />SECTION AA NOTE:
<br />NOTCH ALL SIDES INTO
<br />UNDISTURBED SOIL
<br />',\ DETAIL LOG REVISIONS:
<br />gp LKTO N
<br />DATE:
<br />SEEPAGE COLLAR IONS:
<br />` 5 & MENK
<br />ORONO PLATE NO: DSTO-706 Real People. Real Solutions.
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<br />BOTTOM
<br />E
<br />YS"TYPE 9.5 WEARING COURSE (3,B) (SPWEA3408) (2360)
<br />NOTE
<br />_0 0
<br />2" TYPE 12.5 PION -WEARING COURSE (3,B) (SPNW83306) (2360)
<br />ALL ORGANIC OR OTHER
<br />O',
<br />��aciv
<br />8" AGGREGATE BASE, CL 5 (2211)
<br />1
<br />UNSUITABLE MATERIAL
<br />SHALL BE REMOVED FROM
<br />c
<br />EOTEXTILE FABRIC, MNDOT TYPE 5 (3733)
<br />BENEATH THE ROADWAY.
<br />-
<br />�
<br />N
<br />�oE3
<br />v
<br />c
<br />SUBGRAIDE PREPARATION (2112) (INCIDENTAL)
<br />0
<br />L
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<br />3-6 UNITS
<br />oc
<br />VL_I41
<br />BITUMINOUS STREET WITH CONCRETE CURB AND GUTTER
<br />v 0-.4.. L
<br />vi
<br />acc
<br />0
<br />LAST REVISION:
<br />O O `
<br />TYPICAL SECTIONS FOR
<br />)AN 2006
<br />PUBLIC RESIDENTIAL STREETS
<br />URBAN SECTION
<br />�� No•
<br />NOTE: SUBGRADE PREPARATION/EXCAVATION TO BE ACCORDING
<br />TO SOILS ENGINEER'S RECOMMENDATIONS
<br />244 BARS EACH FACE
<br />TYPICAL 4 SIDES.
<br />#4 DIAGONAL EACH
<br />FACE TYPICAL 4 SIDES.
<br />UNDISTURBED SOIL
<br />SECTION AA NOTE:
<br />NOTCH ALL SIDES INTO
<br />UNDISTURBED SOIL
<br />',\ DETAIL LOG REVISIONS:
<br />gp LKTO N
<br />DATE:
<br />SEEPAGE COLLAR IONS:
<br />` 5 & MENK
<br />ORONO PLATE NO: DSTO-706 Real People. Real Solutions.
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<br />ALL 1001116TRUCTION & MATERIALS TO BE IN ACCORDANCE WITH THE LATEST tic
<br />SPECIFICATIONS FOR THE CITY OF ORONO, MNDOT & THE CITY ENGINEERS 7
<br />a i
<br />ASSOCIATION OF MINNESOTA (CEAM).
<br />
|