standard detail drawings - norwalk, ct
TRANSCRIPT
Drawing Name
3/12/2021 8Sanitary Sewer
2/19/19 4
9
2/4/09 1
6/7/21 6
8
12/17/20 7
12/15/20 1
10/18/21 4
3/2/17 2
11/1/10 1
4/23/19 3
6/7/21 6
1
Historic Lights, Light Poles & Foundations
PreCast Conc. Paver Sidewalk, Conc. Paver Crosswalk(SONO T.O.D.)
Type "C", "CL" & "C-M" CB Tops "NO DUMPING"Detail, Granite Curb Inlet Standard CB , Shallow CB
Dwg. # Rev. #
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1
1
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16
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4/23/19
1/18/17 1STATE OF CONNECTICUT date created 7/13Sidewalk Ramps Sheets 1 - 4 18 - 21
Rev.Date
15
Sanitary Sewer Lateral, Marker, Clean out & Chimney
Type "C" & "CL" Double CB Tops Type II Type "C"Double CB Top Type I
Driveway Aprons, Curb Ramps,Roadway Section & Sidewalk
Special Pavement Marking Details andBicycle Lane & Shared Bicycle Lane Signage
Precast Concrete Paver & Granite Curbin Crosswalk and Raised Crosswalk
Curb Details, Belgium Block in Driveways
Storm Manholes & Manhole Frame
Storm Drains
Sanitary Gravity Sewer Wye & Tee Saddle RepairCoupling, Core and Tee Connection
12/15/20 1
Erosion & Sedimentation Control
Meter Post & Breakaway Channel Post Installation
Sign Placement & Retroreflective Strip Details
Standard DetailDrawings
17
12/15/20 1Stamped Conc. Paver Sidewalk, Inlaid Thermoplastic Crosswalk(East Wall Street) 10b
12/15/20 1PreCast Conc. Paver Sidewalk, Pervious Conc. Walk,Conc. Paver Crosswalk (Cedar street) 10c
1PreCast Conc. Paver Sidewalk,Pervious Conc. Walk,Conc. Paver Crosswalk (East Avenue T.O.D.) 10d
City of Norwalk
Special Details and Pavement Markings forTwo-Way Highways (CTDOT based) 12/17/20
12/17/20
Department of Public Works
3/12/2021
7/27/2021
2/2021
10a
Revisions Includedin this Reissue Set
Supercede AllDrawing SheetsDated Prior toMARCH, 2021
FINAL APPROVED REVISIONSDRAWINGS DATED - MARCH, 2021
ANTHONY R. CARR, P.E. #28018, C.F.M.Chief of Operations and Public Works
APPROVED BY:
VANESSA N. VALADARES, P.E. #28346Principal Engineer
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#0 Cover Package 1-21 (12_17_2020).dwg, (MARCH 2021) 11X17 Pdf, 10/19/2021 3:47:35 PM,DWG To PDF.pc3
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TR-1210_03
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TR-1210_09 TR-1210_04
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Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#1.dwg, #1 Sanitary-11x17 (pdf), 4/12/2021 4:23:46 PM,DWG To PDF.pc3
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%%USECTION A-A%%U
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"
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%%UMANHOLE FRAME & COVER%%U
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1" = 1'-0"
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I
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N
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R
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A
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T
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3
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1
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%%UNOTE: %%U
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MANHOLE FRAMES & COVERS SHALL BE PATTERN #1007D
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AS MANUFACTURED BY THE "CAMPBELL FOUNDRY COMPANY"
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OF NORTH HAVEN, CONNECTICUT, OR APPROVED EQUAL.
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CEMENT MORTAR
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48" DIA. X 5" WALL PRECAST REINFORCED
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IN 1'-0", 2'-0", 3'-0", 4'-0" OR LONGER
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LENGTHS AS REQUIRED
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BEDDING MATERIAL
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6"
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6"
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DEPTH VARIES
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3'-0"
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OR AS NOTED
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PATTERN #1007D (OR APPROVED EQUAL)
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CAST IRON MANHOLE FRAME & COVER
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STANDARD CITY OF NORWALK
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ADJUST TO GRADE WITH A MINIMUM
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OF ONE AND A MAXIMUM OF THREE
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PRECAST REINFORCED 5000 PSI CONC.
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MANHOLE CONE SECTION
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PRECAST REINFORCED 5000 PSI CONC. BASE
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IN 2'-0", 3'-0", 4'-0", 5'-0" OR LONGER
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LENGTHS AS REQUIRED
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2'-0"
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5"MIN.
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8"
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4" MIN.
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NOM.
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NOM.
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8"
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2'-0"
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8"
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ACCORDANCE W/ASTM SPEC. C-478
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PRECAST ENTRANCE SLAB IN
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STANDARD CITY OF NORWALK
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CAST IRON MANHOLE FRAME & COVER
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PATTERN #1007D (OR APPROVED EQUAL)
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CEMENT MORTAR
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%%UFLAT SLAB TOP%%U
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1/2" = 1'-0"
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%%UMANHOLE PLAN%%U
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1/2" = 1'-0"
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%%UMANHOLE DETAIL%%U
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4" MIN.
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%%UDROP SANITARY MANHOLE DETAIL%%U
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1/2" = 1'-0"
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6" MIN. BEDDING MAT'L
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6" MIN. CONC. ALL AROUND
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FLEXIBLE
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REVERSE WYE
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45%%D BEND
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PIPE DIA. SAME AS INCOMING PIPE
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2 - #4 REBAR W/3" MIN. COVER
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TO UNDISTURBED EARTH
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90%%D BEND
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CUT PIPE FLUSH
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W/INSIDE OF MANHOLE
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WALL (TYP.)
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COURSES OF BRICK
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COURSES OF BRICK
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OF ONE AND A MAXIMUM OF THREE
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ADJUST TO GRADE WITH A MINIMUM
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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PRINCIPAL ENGINEER
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%%U FORCE MAIN & SANITARY SEWER %%U
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%%U IN SAME TRENCH %%U
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BEDDING MATERIAL
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TO EDGE OF TRENCH
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SUITABLE BACKFILL
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MATERIAL
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TRENCH WIDTH
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SUPPORT SYSTEM
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(AS REQ'D)
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NOT TO SCALE
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NEAT CUT EDGE OF EXISTING PAVEMENT,
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(TYP.)
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PRIOR TO PAVING, CLEAN EDGE
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AND PAINT WITH LIQUID BITUMEN
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MEET EXISTING PAVEMENT
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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BACKFILLED TRENCH
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12"
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12"
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%%U PAVEMENT REPAIR %%U
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PROCESSED AGGREGATE BASE (P.A.B.)
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MAXIMUM PAY LIMITS WILL BE
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TRENCH WIDTH + 2'-0"
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OR AS ORDERED BY ENGINEER
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SANITARY SEWER
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CLASS "A" CONCRETE
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%%U CONCRETE ENCASEMENT %%U
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SUITABLE BACKFILL
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6" MIN.
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I.D.
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O.D.
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1'-0" MIN.
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O.D.
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I.D.
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6" MIN.
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SUITABLE BACKFILL
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%%U CONCRETE CRADLE %%U
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1/2 PIPE O.D.
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CLASS "A" CONCRETE
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6" MIN.
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STANDARD DETAILS
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6" IN EARTH
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12" IN ROCK
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6" IN EARTH
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12" IN ROCK
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B
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12"
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12"
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A
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12"MIN.
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D1
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D2
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12" OR AS SHOWN
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ON PROFILE
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SANITARY
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SEWER
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MAIN
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FORCE
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BENCH
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(UNLESS ORDERED
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BY ENGINEER)
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A
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S
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Y
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3D FOR BENDS UP TO 45%%D
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6D FOR 90%%D BENDS
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CONCRETE
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CL "A"
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D
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D
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2D
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45%%dor 90%%d BEND
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11.25%%d, 22.5%%d,
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TRENCH SHALL BE EXCAVATED TO
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FIRM MATERIAL IMMEDIATLY PRIOR
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TO PLACING CONCRETE
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UNDISTURBED EARTH
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ORDERED BY ENGINEER
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UNDISTURBED EARTH OR
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SPECIAL FOUNDATION AS
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A
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A
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%%USECTION A-A%%U
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%%UCONCRETE THRUST BLOCKS%%U
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1/2" = 1'-0"
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1/2" = 1'-0"
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%%UMANHOLE SECTION%%U
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0.8D
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1/2"/FT.
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PITCH
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BRICK CONC.
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SHELF
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1/2" = 1'-0"
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FOR PIPE 60" DIA. OR LESS
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APPROVED FLEXIBLE CONNECTOR
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PAY LIMIT
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MARKING TAPE
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"SEWER BURIED BELOW"
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2' ABOVE PIPE
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2' ABOVE PIPE
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"SEWER BURIED BELOW"
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MARKING TAPE
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PAY LIMIT
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TRENCH WIDTH
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MARKING TAPE
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"SEWER BURIED BELOW"
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2' ABOVE PIPE
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MARKING TAPE
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2' ABOVE PIPE
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"SEWER BURIED BELOW"
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PAY LIMIT
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TRENCH WIDTH
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flow
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flow
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flow
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PAY LIMIT
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(PIPE I.D. 30" + 5'-0")
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(PIPE I.D. < 30" + 4'-0")
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%%U>%%U
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F -
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APPROVED
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COAT EXTERIOR SURFACE
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INSTALL BUTYL RUBBER MASTIC SEALANT
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"KENSEAL" OR APPROVED EQUAL IN ALL JOINTS
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MORTAR ALL JOINTS INSIDE & OUT
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STEEL PER ASTM A-185 OR LATEST REV.
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STEEL PER ASTM A-185 OR LATEST REV.
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STEEL PER ASTM A-185 OR LATEST REV.
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5000 PSI CONC. MANHOLE RISER PIPE
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TYP.
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48" DIA.
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ON PLANS
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flow
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W/ HEAVY BITUMEN PAINT
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MARCH, 2021
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CONCRETE
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CLASS "A"
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6"
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(PIPE I.D. < 30" + 2'-0")
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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BRICK CONC.
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SHELF
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CLASS "A" CONCRETE
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%%U SANITARY SEWER
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AS PART OF BEDDING MATERIAL)
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BY ENGINEER, (TO BE INCLUDED
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ADD'L BEDDING MAT'L IF ORDERED
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BEDDING MATERIAL
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TO EDGE OF TRENCH
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SUPPORT SYSTEM
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SUITABLE BACKFILL
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6" IN EARTH
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%%U TYPICAL TRENCH SECTION %%U
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12" IN ROCK
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12" MIN.
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(AS REQ'D)
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MATERIAL
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EDGE OF TRENCH
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TRENCH WIDTH
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PAY LIMIT
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MARKING TAPE
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2' ABOVE PIPE
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"SEWER BURIED BELOW"
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OVERLAP ON TOP, THE
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(PAY LIMIT)
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ENTIRE WIDTH OF TRENCH
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ENCASE SEWER MAIN/LATERAL TRENCH IN MIRAFI 140S
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OR SUPAC 5NP FILTER FABRIC OR AN APPROVED
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EQUAL CONFORMING TO THE REQUIREMENTS OF
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CONN DOT FORM 818, 2020, ARTICLE M.08.01.19
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AS AMENDED.
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2/3/09
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REDRAWN & REISSUED
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ANTHONY R. CARR
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28018
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28346
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COMMITTEE
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F.J.W.
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= 12" D1 < 30"
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= 18" D1 %%U>%%U 30"
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A
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A
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= 12" D2 < 30"
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= 18" D2 %%U>%%U 30"
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B
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B
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SHOULD ACTUAL TRENCH WIDTH
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BE GREATER THAN TRENCH
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1'-0" CUTBACKS APPLY AT
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EITHER SIDE OF ACTUAL TRENCH.
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(DESIGN FOR H-20 LOADING)
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FLEXIBLE CONNECTOR
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%%Ufor Force Mains
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EXCAVATION PAY LIMIT,
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WATERTIGHT CONNECTION
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(PIPE I.D. < 30" + 2'-0")
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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PAY LIMIT
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TRENCH WIDTH
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4/12/10
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CHANGED MAX. TO MIN.
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12/5/11
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ADDED MAX. LIFT THKNESS NOTE
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12/5/12
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ADDED SUPERPAVE REPAIR TABLE
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MAJOR ARTERIAL
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MINOR ARTERIAL
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COLLECTOR
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LOCAL
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STATE ROAD
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A
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B
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C
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D
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E
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P.A.B.
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F
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0.50"(2)
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1.00"(2)
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0.50"(3)
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1.00"(3)
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STONE SIZE
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LIFT THICKNESS
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MIN.
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1.5"
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1.5"
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3"
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%%U PAVEMENT REPAIR TABLE %%U
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HMA (SUPERPAVE)
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2"
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1.5"
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3"
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3"
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3"
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4"
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6"
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6"
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12"
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14"
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12"
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12"
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12"
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MAX.
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0.375"
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0.50"
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1.00"
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1.5"
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2"
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1.75"
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2.5"
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3.0"
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5.0"
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A - E X"=STONE SIZE & (Y)=LEVEL e.g. 0.50"(2)
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ALLOWABLE UNCOMPACTED THICKNESS PER LIFT:
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FOR DIA > 60", CONC. BRICK & NON-SHRINK MORTAR CONNECTION. FOR DIA. * 60", USE APPROVED 60", USE APPROVED FLEXIBLE CONNECTION. PARGE EXTERIOR.
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FOR DIA. < 60", USE APPROVED FLEXIBLE CONNECTOR
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OVERLAP ON TOP, THE ENTIRE WIDTH OF TRENCH (PAY LIMIT)
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BEDDING MATERIAL
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TO EDGE OF TRENCH
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR SANITARY SEWER PIPE.)
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10/19/16
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ADDED TO 'ENCASE SEWER' NOTE
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(PIPE I.D. < 30" + 2'-0")
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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(PIPE I.D. < 30" + 2'-0")
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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HMA(S) B - BINDER COURSE
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HMA(S) C/E - BASE COURSE
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0.375"(2)
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HMA(S) A/D- SURFACE COURSE
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5/15/19
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ADDED HMA SUPERPAVE REFERENCE
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VANESSA N. VALADARES
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1/7/21
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REMOVE MARSHALL MIX TABLE
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3/12/21
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CHG. CTDOT FORM REF
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Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#2.dwg, #2 Sanitary-11x17 (pdf), 4/13/2021 8:32:54 AM,DWG To PDF.pc3
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SERVICE LATERAL
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6" ENCASEMENT MIN.
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CLASS "A" CONCRETE
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PLUG
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SERVICE LATERAL
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45%%D BEND
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6" MIN. DIA.
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PVC PIPE
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%%USECTION%%U
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45°
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MIN. SLOPE
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1/4"/ FT.
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45%%D WYE
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CONNECTOR
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%%USTANDARD SERVICE LATERAL CONNECTION%%U
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1" = 1'-0"
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SERVICE LATERAL
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45%%D BEND
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CONNECTOR
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45%%D WYE
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6" MIN. DIA.
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PVC PIPE
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%%UPLAN%%U
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flow
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MARKER
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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STANDARD DETAILS
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MARCH, 2021
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WATER TIGHT PLUG
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DETAIL
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1" = 1'-0"
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SERVICE LATERAL
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CAP BLOCK
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W/PVC TEE
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IN 1', 2', 3' & 4'
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PRECAST CONC. RISER
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PRECAST CONC.
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BRIDGE SECTION
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PLUG
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BEDDING MATERIAL
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1/4"/ FT.
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MIN. SLOPE
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45%%d WYE CONNECTION
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1/4"/ FT.
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MIN. SLOPE
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A
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%%USECTION A-A%%U
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%%UCLEAN OUT FRAME & COVER%%U
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1" = 1'-0"
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%%UNOTE: %%U
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CLEAN OUT FRAMES & COVERS SHALL BE PATTERN #4155
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AS MANUFACTURED BY THE "CAMPBELL FOUNDRY COMPANY"
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OF NORTH HAVEN, CONNECTICUT, OR APPROVED EQUAL.
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A
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10"
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CAMPBELL FOUNDRY PATTERN #4155
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CAST IRON FRAME & COVER
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(OR APPROVED EQUAL)
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TO BE INSTALLED AT GRADE
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CONCRETE COLLAR
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6" PVC WATER TIGHT PIPE PLUG
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90%%D ELBOW
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LENGTH AS REQUIRED
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6" PVC RISER PIPE
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(SDR 35 ASTM 3034)
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6" SDR-35 PVC
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%%UPRECAST CONCRETE SERVICE CHIMNEY%%U
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12" IN ROCK
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6" IN EARTH
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MIN. SLOPE
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1/4"/ FT.
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3" MIN. COVER (TYP.)
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1'-6"
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WELD
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#4 BAR
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6"
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4"x 4"x 1/4" STL. PLATE
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WELDED TO #4 BAR
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EXIST. GROUND
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%%USERVICE LATERAL MARKER
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DETAIL
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1" = 1'-0"
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%%U(CAST IN PLACE)
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MARKER
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6"
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6" MIN.
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SANITARY SEWER MAIN-
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DEPTH VARIES
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6" PVC (TYP.)
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6" PVC
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CLEAN OUT & CHIMNEY
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45%%D BEND
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%%U DROP CHIMNEY FOR LATERAL
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DEPTH VARIES
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(HEIGHT EQUALS DISTANCE FROM
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CROWN OF SEWER MAIN TO
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END OF VERTICAL PIPE.)
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TEE BRANCH
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8"
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3/4"
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(TYP.)
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2'-0" DIA.
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DEPTH VARIES
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6"
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HEIGHT EQUALS DISTANCE FROM
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CROWN OF SEWER LATERAL TO
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END OF VERTICAL PIPE.
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SERVICE LATERAL
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6" PVC
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SEWER LATERAL, MARKER
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2/3/09
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REDRAWN & REISSUED
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COMMITTEE
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F.J.W.
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(REQ'D AT ALL
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CAP LOCATIONS)
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SERVICE LATERAL
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CAMPBELL FOUNDRY PATTERN #4155
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CAST IRON FRAME & COVER
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(OR APPROVED EQUAL)
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TO BE INSTALLED AT GRADE
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6" PVC WATER TIGHT PIPE PLUG
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LENGTH AS REQUIRED
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6" PVC RISER PIPE
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(SDR-35 ASTM 3034)
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6" PVC
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2'-6" DIA.
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6"X6" SDR-35
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(SDR-35 ASTM 3034)
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PVC WYE
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DETAIL
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NTS
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%%UCLEAN OUT
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6" SDR-35 PVC
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45%%D ELBOW
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1'-0" MIN.
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flow
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SEWER MAIN
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SEWER MAIN
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SANITARY
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LENGTHS
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%%UDETAIL
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CLASS "C" CONCRETE COLLAR
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9/16/10
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ADDED CONC. CLASS TO CLEAN OUT COLLAR
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#4 REBAR - 6" O.C. or WIRE MESH
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1/6/15
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ADDED or WIRE MESH TO DESC. AND NOTE FOR
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NOTE: FOR CLEAN OUT OR CAST-IN-PLACE DROP CHIMNEY SET BELOW GRADE, NO CONCRETE COLLAR OR CAST IRON FRAME AND COVER ARE NEEDED.
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CLEAN OUT OR CAST-IN-PLACE DROP CHIMNEY
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VANESSA N. VALADARES
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28346
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%%UNOTES:
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INSERT LINER BEGINNING AT INSERTION PIT OR CLEANOUT, AND ENDING 24" FROM SANITARY SEWER MAIN OR CLOSER. LINER END SHALL REMAIN UNOPENED TO PROVIDE A WATERTIGHT SEAL.
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SEAL LINER AT INSERTION END WITH MALE ADAPTER AND CAP OR AS APPROVED BY THE CITY REPRESENTATIVE IN THE FIELD.
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BACKFILL AS REQUIRED.
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1.
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2.
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3.
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FILL SEWER LATERAL WITH CONTROLLED LOW STRENGTH MATERIAL AS INDICATED.
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4.
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SIDEWALK
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CURB LINE
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CURED IN PLACE PIPE LINER
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SANITARY SEWER
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LINER INSERTION PIT AT BACK OF SIDEWALK (TYP.)
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ROAD SURFACE
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24" MAX
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WATERTIGHT CAP/SEAL
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UNOPENED LINER END
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CONTROLLED LOW STRENGTH MATERIAL
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PLUGGING SEWER LATERAL TRENCHLESS METHOD
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NTS
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2/19/19
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ADDED TRENCHLESS SEWER LATERAL PLUG
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
3
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#3.dwg, #3 Tee & Wye Saddles (11X17) pdf, 4/13/2021 8:23:14 AM,DWG To PDF.pc3
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CAST IRON BASE
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SEALTITE TEE GRAVITY SEWER SADDLE
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with ALIGNMENT FLANGE
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STRAP, STRAP PINS, T-BOLTS, NUTS & WASHERS
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4" INLET REQUIRES A 4.5" DIA. TAP IN SEWER MAIN
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6" INLET REQUIRES A 6.5" DIA. TAP IN SEWER MAIN
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GASKETED BELL-SDR 35 PVC
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(with Alignment Flange)
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Type "F" Model "H"
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as manufactured by The General Engineering Company
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(or Approved Equal)
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SEALTITE WYE GRAVITY SEWER SADDLE
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GASKETED BELL-SDR 35 PVC
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Type "E" Model "H"
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as manufactured by The General Engineering Company
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(or Approved Equal)
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SIZE
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4" INLET
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6" INLET *
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A
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6.50"
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9.25"
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B
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4"
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6"
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C
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2"
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3"
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D
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2.50"
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3.25"
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Template Supplied with
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Saddle Tap Dimensions
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each Wye Saddle
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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CORE AND TEE CONNECTION
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MARCH, 2021
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WYE & TEE SADDLE
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VANESSA N. VALADARES
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28346
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F.J.W.
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SANITARY GRAVITY SEWER
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PERMANENTLY CEMENTED INTO BASE BY MANUFACTURER
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ARE ALL TO BE STAINLESS STEEL
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TUBULAR POLYISOPRENE
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DIP-COATED in WATERBASE
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BITUMINOUS COATING
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O-RING
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GASKETED PVC ADAPTER BELL
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STRAP, STRAP PINS, T-BOLTS, NUTS & WASHERS
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ARE ALL STAINLESS STEEL
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BASE & BELL CASTINGS ARE
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TUBULAR POLYISOPRENE
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DIP-COATED in WATERBASE
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BITUMINOUS COATING
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O-RING
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6.275"min.-30"max. O.D. MAINS
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STRONG BACK RC SERIES
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STAINLESS STEEL SHEAR SHIELD
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%%UREPAIR COUPLING
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as manufactured by FERNCO INC.
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(or Approved Equal)
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28.97" PIPE O.D. MAXIMUM
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REPAIR COUPLING
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LATERAL
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LATERAL
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SANITARY MAIN
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EXISTING SAN. MAIN
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STAINLESS STEEL NUTS & BOLTS
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SANITARY MAIN
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SANITARY MAIN
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FLEXIBLE TRANSITION COUPLING
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AND TAKE UP CLAMPS
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PIPE TO PIPE CONNECTOR
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STAINLESS STEEL LATERAL PIPE CLAMP
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EXIST. SANITARY MAIN
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%%ULATERAL PIPE TO PIPE CONNECTION
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as manufactured by NPC
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(or Approved Equal)
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INSTALL PER MANUFACTURERS INSTRUCTIONS
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MIN. WALL THICKNESS 2"
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PIPE O.D. > 30"
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(O.D. RANGE 4.125"-10.75")
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STANDARD DETAILS
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GASKETED PVC ADAPTER BELL
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PERMANENTLY CEMENTED BY MANUFACTURER
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INTO BASE & BELL CASTING
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6.275"min.-30"max. O.D. MAINS
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%%UKOR-N-TEE
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* (8" DIA. SEWER MAIN MIN.)
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(8" DIA. SEWER MAIN MIN.)
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SECTION
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PLAN
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PLAN
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SECTION
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EXISTING
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PLAN
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PLAN
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SECTION
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SECTION
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1.) THESE EXAMPLES ARE NOT TO BE CONSIDERED ALL-INCLUSIVE,
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BUT RATHER AS GUIDES TO CITY ACCEPTED PRACTICES.
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NOTE:
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2.) ALL PIPE OPENINGS TO BE MADE BY CORE DRILL.
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NO IMPACT TOOLS ARE PERMITTED.
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C LATERAL
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L
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RISER
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WHEN DISTANCE FROM TOP OF MAIN TO
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WHERE DISTANCE IS < 29" SEE CITY ENGINEER.
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THIS DETAIL MUST BE USED W/PRECAST CONC. CHIMNEY
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(SEE STD. SHEET #2 FOR PRECAST RISER DETAIL)
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CENTER OF LATERAL IS 29" OR GREATER.
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NOTE:
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29"
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WEDGE OR TOGGLE
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EXPANSION BAND
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*
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*
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FOR INLET PIPE DIAMETERS >10.75" SUBMIT SHOP DRAWINGS OF FITTINGS FOR APPROVAL.
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1
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1
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ADDED SHOP DRAWING FITTING
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APPROVAL NOTE
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11/1/10
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fjw
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#4.dwg, #4 StormDrains-11x17 (pdf), 4/13/2021 8:41:30 AM,DWG To PDF.pc3
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER
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N.T.S.
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MEET EXISTING PAVEMENT
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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BACKFILLED TRENCH
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12"
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MIN.
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MIN.
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12"
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%%U PAVEMENT REPAIR %%U
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PROCESSED AGGREGATE BASE (P.A.B.)
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MAXIMUM PAY LIMITS WILL BE
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TRENCH WIDTH + 2'-0"
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OR AS ORDERED BY ENGINEER
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%%U>%%U
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(PIPE I.D. 30" + 3'-0")
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(PIPE I.D. < 30" + 2'-0")
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2" MINIMUM
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FILL MATERIAL
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FINE GRANULAR
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12"
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.7 x Bc
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Bc
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THAN Bc + 2'
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1.5 x Bc BUT NOT LESS
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TRENCH WIDTH
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%%U TRENCH BEDDING %%U
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%%U CLASS B %%U
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%%U HORIZONTAL ELLIPTICAL PIPE %%U
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STORM DRAINS
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STANDARD DETAILS
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MARCH, 2021
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%%U CONCRETE CRADLE %%U
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12" MIN.
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O.D.
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I.D.
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6" MIN.
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SUITABLE BACKFILL
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CLASS "A" CONCRETE
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BEDDING MATERIAL
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PAY LIMIT
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(PIPE I.D. < 30" + 2'-0")
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TRENCH WIDTH
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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CLASS "A" CONCRETE
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%%U CONCRETE ENCASEMENT %%U
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SUITABLE BACKFILL
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6" MIN.
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I.D.
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O.D.
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1/2 PIPE O.D.
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6" MIN.
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MARKING TAPE
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2' ABOVE PIPE
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"STORM DRAIN BURIED BELOW"
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BEDDING MATERIAL & TRENCH EXCAVATION
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IS I.D + 2'-0" FOR I.D. LESS THAN 30",
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I.D. + 3'-0" FOR EQUAL TO OR GREATER 30".
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MAXIMUM PAY WIDTH FOR
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%%U NOTE: %%U
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%%UOVERLAY TRANSITION TO EXISTING PAVEMENT%%U
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SURFACE
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EXISTING PAVEMENT
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FINISHED OVERLAY DEPTH
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MAX.
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2"
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18"
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SURFACE
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EXISTING PAVEMENT
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TYPE PAVEMENT
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REMOVAL OF BITUMINOUS
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OF EXISTING PAVEMENT
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(TYP.)
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PRIOR TO PAVING,
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CLEAN EDGE AND PAINT
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NEAT CUT EDGE
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WITH LIQUID BITUMEN
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%%U TYPICAL TRENCH SECTION %%U
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%%U STORM DRAINS AND CULVERTS %%U
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4" IN EARTH
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12" IN ROCK
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BEDDING MATERIAL
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TO EDGE OF TRENCH
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SUITABLE BACKFILL
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MATERIAL
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TRENCH WIDTH
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EDGE OF TRENCH
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SUPPORT SYSTEM
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(AS REQ'D)
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ADD'L BEDDING MAT'L IF ORDERED
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BY ENGINEER. (TO BE INCLUDED
AutoCAD SHX Text
AS PART OF BEDDING MATERIAL)
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(PIPE I.D. < 30" + 2'-0")
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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12"
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PAY LIMIT
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(PIPE I.D. < 30" + 2'-0")
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TRENCH WIDTH
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(PIPE I.D. 30" + 3'-0")
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%%U>%%U
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2/4/09
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REDRAWN & REISSUED
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COMMITTEE
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F.J.W.
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COMPACTED
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OVERLAP ON TOP, THE
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(PAY LIMIT)
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ENTIRE WIDTH OF TRENCH
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ENCASE SEWER TRENCH IN MIRAFI 140S
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OR SUPAC 5NP FILTER FABRIC OR AN APPROVED
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EQUAL CONFORMING TO THE REQUIREMENTS OF
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CONN DOT FORM 818, 2020, ARTICLE M.08.01.19
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AS AMENDED.
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SUITABLE BACKFILL
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MATERIAL
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COMPACTED
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SHOULD ACTUAL TRENCH WIDTH
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BE GREATER THAN TRENCH
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EXCAVATION PAY LIMIT,
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1'-0" CUTBACKS APPLY AT
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EITHER SIDE OF ACTUAL TRENCH.
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BEDDING MATERIAL
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PAY LIMIT
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TRENCH WIDTH
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%%U>%%U
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(PIPE I.D. 30" + 5'-0")
AutoCAD SHX Text
(PIPE I.D. < 30" + 4'-0")
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PAY LIMIT
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4/12/10
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MODIFIED PAVEMENT REPAIR DESC. &
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MARKING TAPE
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2' ABOVE PIPE
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"STORM DRAIN BURIED BELOW"
AutoCAD SHX Text
MARKING TAPE
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2' ABOVE PIPE
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"STORM DRAIN BURIED BELOW"
AutoCAD SHX Text
MARKING TAPE
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2' ABOVE PIPE
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"STORM DRAIN BURIED BELOW"
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MARKING TAPE LABEL
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9/21/10
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%%U TYPICAL SECTION
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%%U CURTAIN DRAIN
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4" IN EARTH
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12" IN ROCK
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BEDDING MATERIAL
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TO EDGE OF TRENCH
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SUITABLE BACKFILL
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MATERIAL
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TRENCH WIDTH
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EDGE OF TRENCH
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SUPPORT SYSTEM
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(AS REQ'D)
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(PIPE I.D. < 30" + 2'-0")
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12"
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COMPACTED
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OVERLAP ON TOP, THE
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(PAY LIMIT)
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ENTIRE WIDTH OF TRENCH
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ENCASE SEWER TRENCH IN MIRAFI 140S
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OR SUPAC 5NP FILTER FABRIC OR AN APPROVED
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EQUAL CONFORMING TO THE REQUIREMENTS OF
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AS AMENDED.
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ENCASE PERFORATED/SLOTTED PIPE IN MIRAFI 140S
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OR SUPAC 5NP FILTER FABRIC OR AN APPROVED
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EQUAL. OVERLAP ON TOP 4" MIN.
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3' MIN. TO TOP OF PIPE
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MARKING TAPE
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2' ABOVE PIPE
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"STORM DRAIN BURIED BELOW"
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CURTAIN DRAIN SECTION
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ADDED MAX. LIFT THKNESS NOTE
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12/5/11
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ADDED SUPERPAVE TABLE
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12/5/12
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OVERLAP ON TOP, THE
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(PAY LIMIT)
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ENTIRE WIDTH OF TRENCH
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OVERLAP ON TOP, THE
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(PAY LIMIT)
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ENTIRE WIDTH OF TRENCH
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ENCASE SEWER TRENCH IN MIRAFI 140S
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OR SUPAC 5NP FILTER FABRIC OR AN APPROVED
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EQUAL CONFORMING TO THE REQUIREMENTS OF
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AS AMENDED.
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ENCASE SEWER TRENCH IN MIRAFI 140S OR SUPAC 5NP FILTER FABRIC OR AN APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF CONN DOT FORM 818, 2020, ARTICLE M.08.01.19 AS AMENDED.
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VANESSA N. VALADARES
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28346
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10/19/16
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ADDED TO 'ENCASE SEWER' NOTES
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR STORM DRAIN PIPE.)
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR STORM DRAIN PIPE.)
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR CURTAIN DRAIN.)
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR STORM DRAIN PIPE.)
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(SHALL BE INCLUDED IN THE COST OF THE UNIT PRICE BID FOR CURTAIN DRAIN.)
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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MAJOR ARTERIAL
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MINOR ARTERIAL
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COLLECTOR
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LOCAL
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STATE ROAD
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A
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B
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C
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D
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E
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P.A.B.
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F
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0.50"(2)
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1.00"(2)
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0.50"(3)
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1.00"(3)
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STONE SIZE
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LIFT THICKNESS
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MIN.
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1.5"
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1.5"
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3"
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%%U PAVEMENT REPAIR TABLE %%U
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HMA (SUPERPAVE)
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2"
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1.5"
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3"
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3"
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3"
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4"
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6"
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6"
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12"
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14"
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12"
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12"
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12"
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MAX.
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0.375"
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0.50"
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1.00"
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1.5"
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2"
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1.75"
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2.5"
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3.0"
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5.0"
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A - E X"=STONE SIZE & (Y)=LEVEL e.g. 0.50"(2)
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ALLOWABLE UNCOMPACTED THICKNESS PER LIFT:
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0.375"(2)
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HMA(S) B - BINDER COURSE
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HMA(S) C/E - BASE COURSE
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HMA(S) A/D- SURFACE COURSE
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5/16/19
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ADDED HMA SUPERPAVE REFERENCE
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F -
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1/7/21
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REMOVE MARSHALL MIX TABLE
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3/12/21
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CHG. CTDOT FORM REF.
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CONN DOT FORM 818, 2020, ARTICLE M.08.01.19
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CONN DOT FORM 818, 2020, ARTICLE M.08.01.19
1 fjw
5
*
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A
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A
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%%USECTION A-A%%U
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25
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"
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1
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/
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2
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24
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"
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21
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/
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4
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"
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3
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24
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8
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/
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5
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8
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"
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"
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%%UMANHOLE FRAME & COVER%%U
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1" = 1'-0"
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PROJ # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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AND
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STANDARD DETAILS
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T
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S
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D
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M
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R
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O
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R
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A
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I
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N
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34
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"
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"
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8
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/
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3
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1
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%%UNOTE: %%U
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MANHOLE FRAMES & COVERS SHALL BE PATTERN #1007D
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AS MANUFACTURED BY THE "CAMPBELL FOUNDRY COMPANY"
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OF NORTH HAVEN, CONNECTICUT, OR APPROVED EQUAL.
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CEMENT MORTAR
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CONCRETE AND ROUND RUBBER GASKET
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JOINT IN ACCORDANCE WITH
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A.S.T.M. SPECIFICATION C-361-74
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BEDDING MATERIAL
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%%UPRECAST CONCRETE TEE MANHOLE
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1/2" = 1'-0"
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%%UMANHOLE DETAIL%%U
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6"
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6"
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6"
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DEPTH VARIES
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3'-0"
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48" DIA.
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PATTERN #1007D (OR APPROVED EQUAL)
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CAST IRON MANHOLE FRAME & COVER
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STANDARD CITY OF NORWALK
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ADJUST TO GRADE WITH A MINIMUM
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OF ONE AND A MAXIMUM OF THREE
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48" DIA.
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3'-0"
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48" X 60" MANHOLE TAPER, 6" WALL.
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60" DIA.
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6"
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6"
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6"
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BEDDING MATERIAL
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1/2" = 1'-0"
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2'-0"
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8"
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4" MIN.
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NOM.
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8"
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NOM.
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2'-0"
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5" MIN.
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6"
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4" MIN.
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6"
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7"
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NOM.
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8"
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2'-0"
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8"
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ACCORDANCE W/ASTM SPEC. C-478
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PRECAST ENTRANCE SLAB IN
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STANDARD CITY OF NORWALK
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CAST IRON MANHOLE FRAME & COVER
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PATTERN #1007D (OR APPROVED EQUAL)
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CEMENT MORTAR
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%%UFLAT SLAB TOP%%U
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1/2" = 1'-0"
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%%UFLAT SLAB TOP PLAN%%U
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B
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B
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%%USECTION B-B%%U
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ADDITIONAL REINFORCEMENT
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#4 REBAR TOP AND BOTTOM
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"A"
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VARIES TO
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BEDDING MATERIAL
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6" MIN.
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"A"/10
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48" DIA.
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TO EXTEND FULL LENGTH OF
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CLASS "A" CONCRETE BEDDING
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PRECAST MANHOLE BASE SECTION
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CIRCUMFERENTIAL AND LONGITUDINAL
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STEEL EQUIVALENT TO ADJACENT PIPE
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MATCH PLAN
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1/2" = 1'-0"
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%%UMANHOLE DETAIL%%U
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NOT TO SCALE
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STORM MANHOLES
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COURSES OF BRICK
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COURSES OF BRICK
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OF ONE AND A MAXIMUM OF THREE
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ADJUST TO GRADE WITH A MINIMUM
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STEEL PER ASTM A-185 OR LATEST REV.
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MANHOLE CONE SECTION
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PRECAST REINFORCED 5000 PSI CONC.
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5000 PSI CONC. MANHOLE RISER PIPE
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STEEL PER ASTM A-185 OR LATEST REV.
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LENGTHS AS REQUIRED
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IN 1'-0", 2'-0", 3'-0", 4'-0" OR LONGER
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48" DIA. X 5" WALL PRECAST REINFORCED
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STEEL PER ASTM A-185 OR LATEST REV.
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LENGTHS AS REQUIRED
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IN 2'-0", 3'-0", 4'-0", 5'-0" OR LONGER
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PRECAST REINFORCED 5000 PSI CONC. BASE
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IN 1'-0", 2'-0", 3'-0", 4'-0" OR LONGER
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LENGTHS AS REQUIRED
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STEEL PER ASTM A-185 OR LATEST REV.
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48" DIA. X 5" WALL PRECAST REINFORCED
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5000 PSI CONC. MANHOLE RISER PIPE
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PRECAST REINFORCED 5000 PSI CONC. BASE
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IN 2'-0", 3'-0", 4'-0", 5'-0" OR LONGER
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LENGTHS AS REQUIRED
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STEEL PER ASTM A-185 OR LATEST REV.
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PRECAST REINFORCED 5000 PSI CONC. BASE
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STEEL PER ASTM A-185 OR LATEST REV.
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4" MIN.
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%%UCONCRETE SHELF DETAIL
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1/2" = 1'-0"
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%%UCONCRETE SHELF
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1/2"/FT.
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PITCH
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CONC. SHELF
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1/2" = 1'-0"
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flow
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flow
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flow
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flow
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flow
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CONCRETE
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CLASS "C"
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CONC. SHELF
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CONC. SHELF
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CONCRETE
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CLASS "C"
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%%UCONCRETE SHELF
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B
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B
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%%USECTION B-B%%U
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A
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A
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%%USECTION A-A
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MANHOLE FRAME
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2/4/09
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REDRAWN & REISSUED
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VANESSA N. VALALDARES
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28346
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COMMITTEE
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F.J.W.
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48" DIA.
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(DESIGN FOR H-20 LOADING)
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%%U5'-0" DIAMETER
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%%U4'-0" DIAMETER
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CONC. SHELF
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CONC. SHELF
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CONCRETE
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CLASS "C"
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CONCRETE
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CLASS "C"
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0.8 I.D.
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0.8 I.D.
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0.8 I.D.
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FOR PIPE DIA. > 60", CONC. BRICK & NON-SHRINK MORTAR CONNECTION. FOR DIA. * 60", USE APPROVED FLEXIBLE 60", USE APPROVED FLEXIBLE CONNECTION. PARGE EXTERIOR.
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5" MIN.
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
1 fjw
2 fjw
2
6
5
3 fjw
4
fjw
5
44
5
fjw
55
WATER COURSEDRAINS TO
WATER COURSEDRAINS TO
6 fjw
6
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FILTER USED SHALL BE FROM D.P.W. APPROVED SUPPLIERS LIST:
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%%UCATCH BASIN FILTER INSERT NOTES
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1.) USE FILTER INSERTS WHERE SHOWN ON DESIGN PLANS
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AND TOP OF PIPE INLET OR OUTLET.
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2.) ALLOW 24" MINIMUM CLEARANCE BETWEEN BOTTOM OF GRATE
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3.) INSTALL AND MAINTAIN ACCORDING TO MANUFACTURERS
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RECOMMENDATIONS.
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OR AS REQUIRED BY D.P.W. ENGINEERING.
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"ULTRA-URBAN FILTER W/SMART SPONGE FILTER MEDIA"
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-ABTECH INDUSTRIES, SCOTTSDALE, AZ, 1-800-543-8999
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"TRANSPO ENVIROSAFE MODULAR STORMWATER CATCH BASIN FILTER"
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-TRANSPO INDUSTRIES, NEW ROCHELLE, NY, 1-914-636-1000
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OR OTHER APPROVED FILTER.
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PROJ # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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AS NOTED
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4'-4"
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%%USTANDARD CATCH BASIN DETAIL
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N.T.S.
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VARIES
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6"
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24"
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12"
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12"
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6"
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5'-4"
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8"
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TYP.
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8"(TYP)
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SUMP
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RISER
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12" RISER
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12" REDUCER
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6" SPACER
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SEE DETAIL-THIS SHEET
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GRANITE CURB INLET
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SET IN MORTAR
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WHERE GRANITE CURB IS USED
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NOTE: TO BE USED IN ALL AREAS
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%%UGRANITE CURB CATCH BASIN%%U
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A
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GRANITE
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B
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FRAME & GRATE
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CURB INLET
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A
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CATCH BASIN DIMENSIONS
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B
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SUMPS, BASE SLABS
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PERTAINING TO
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TYPE 1 BASIN FOR DETAILS
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REFER TO STANDARD
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10"
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6"
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4'-0"
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5'-0"
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6"
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3'-0"
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6'-0"
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1'-6"
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RAD. (TYP)
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3" MIN.
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%%UGRANITE CURB INLET%%U
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7 1/2"
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3"R
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NOM.
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3"
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16" MIN.
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NOTES:
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SECTION A-A
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"
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SECTION B-B
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%%UTYPE "C" CONC. CURB%%U
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12"
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12"
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1'-8
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3
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8
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3
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2'-6
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8
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2"
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"
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12"
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2'-8
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4
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3
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1'-3
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%%UTYPE "CL" TOP%%U
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%%U CATCH BASIN TOP DETAILS
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N.T.S.
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5"
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8"
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15
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8
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16
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SECTION B-B
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12"
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1'-8
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8
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3
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"
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12"
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7
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1
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"
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2
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8"
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12"
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"
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10"
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"
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15
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16
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1"
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2"
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"
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12"
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SECTION A-A
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3
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3
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3
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16
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"
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10
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1'-8
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10
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8
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"
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"
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16
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12"
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2'-8
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4
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"
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3
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2"
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4'-4
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15
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16
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B
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A
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B
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2"
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"
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5
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16
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8
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A
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A
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"
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3'-1
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3
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"
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4
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5
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8
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16
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B
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"
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B
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A
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3"
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3'-0"
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1'-7
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3
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"
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8
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"DRAINS TO WATER COURSE" DETAIL
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GRANITE CURB INLET CATCH BASIN
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STANDARD CATCH BASIN
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2'-8
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SECTION A-A
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12"
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3
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"
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4
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12"
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3'-1
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7
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"
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2
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1
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4
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"
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3
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A
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B
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B
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A
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SECTION B-B
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2"
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2"
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7
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1
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2
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"
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%%UTYPE "C-M" TOP
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3"
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SECTION B-B
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SECTION A-A
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2' SUMP
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(TYP.)
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5'-0"
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4'-0"
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AND A MAXIMUM OF THREE
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COURSES OF CONC. BRICK
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ADJUST TO GRADE WITH
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A MINIMUM OF ONE
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4/28/09
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REDRAWN & REISSUED
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VANESSA N. VALADARES
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28346
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COMMITTEE
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F.J.W.
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4'-4"
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%%USHALLOW CATCH BASIN DETAIL
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N.T.S.
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6"
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4'-6"
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5'-4"
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8"
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TYP.
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FULL SUMP
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2' SUMP
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(TYP.)
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AND A MAXIMUM OF THREE
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COURSES OF CONC. BRICK
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ADJUST TO GRADE WITH
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A MINIMUM OF ONE
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8"
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TYP.
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RISER
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SHALLOW CATCH BASIN
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WITH FORM 816 ARTICLE M.06.03.
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NOTE: ALL STEEL GRATES AND FRAMES
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TO BE GALVANIZED IN CONFORMANCE
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8/13/09
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REV FILTER INSERT NOTE
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6"
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(TYP.)
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6"
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(TYP.)
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PLACE C.B. ON 6"
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BEDDING MAT'L
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6"
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(TYP.)
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6"
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(TYP.)
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PLACE C.B. ON 6"
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BEDDING MAT'L
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1/25/11
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MODIFIED CATCH BASIN GRATE
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3/6/17
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ALL C.B.'S CONSTRUCTED, MODIFIED OR REPLACED SHALL HAVE "DRAINS TO WATER COURSE" CAST INTO THE CATCH BASIN TOP. THIS IS A NO PAY ITEM TO BE INCLUDED IN C.B. COSTS.
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THE WORDS "DRAINS TO WATER COURSE" SHALL BE CAST INTO THE CATCH BASIN TOP USING 1 1/2" LETTERS.
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12/6/12
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MOD. CATCH BASIN WALL THICKNESS,
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8"(TYP)
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NOTE: TYPE "CL" CATCH BASIN TOP SHOWN. SEE CATCH BASIN TOP DETAILS (ABOVE) CATCH BASIN TOP DETAILS (ABOVE) (ABOVE) FOR OTHER CB TOP STYLES.
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DESC. & KNOCKOUT NOTE
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NOTE: TYPE "CL" CATCH BASIN TOP SHOWN. SEE CATCH BASIN TOP DETAILS (ABOVE) CATCH BASIN TOP DETAILS (ABOVE) (ABOVE) FOR OTHER CB TOP STYLES.
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CONC. BRICK & MORTAR FILLED JOINT
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CONC. BRICK & MORTAR FILLED JOINT
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NOTES: 1. ALL CATCH BASIN COMPONENTS TO BE PRE-CAST REINFORCED CONCRETE, ABLE TO WITHSTAND THE APPLIED EARTH LOADS WITH AN HS-20 TRUCK LOAD. ALL JOINTS ARE TO BE MORTARED. CATCH BASIN SHALL CONFORM TO ASTM C478. 2. KNOCK OUTS ARE TO BE APPLIED ONLY AS REQ'D TO ACCOMMODATE PIPES LOCATED PER PROJECT DESIGN.
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NOTES: 1. ALL CATCH BASIN COMPONENTS TO BE PRE-CAST REINFORCED CONCRETE, ABLE TO WITHSTAND THE APPLIED EARTH LOADS WITH AN HS-20 TRUCK LOAD. ALL JOINTS ARE TO BE MORTARED. CATCH BASIN SHALL CONFORM TO ASTM C478. 2. KNOCK OUTS ARE TO BE APPLIED ONLY AS REQ'D TO ACCOMMODATE PIPES LOCATED PER PROJECT DESIGN.
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1.
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2.
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NEW CB W/"DRAINS TO WATER COURSE" NOTE & NEW CB GRATE DESC.
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TYPE 'A' GALVANIZED STEEL GRATE PER CTDOT STD SHT. HW-507_08
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TYPE "C" TYPE "CL" TYPE "C-M" CATCH BASIN TOPS
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STANDARD DETAILS
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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6/7/21
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ADD NOTE 3- REF. FORM 818 ARTICLE M.06.03
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ALL STEEL GRATES AND FRAMES TO BE GALVANIZED IN CONFORMANCE WITH FORM 818 ARTICLE M.06.03.
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3.
1 fjw
2 fjw
2
7
3 fjw
3
3
4
5
fjw
4
4
4
5
fjw
WATER COURSEDRAINS TO
5WATER COURSE
DRAINS TO5
5
6
6 fjw
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#7.dwg, #7 DblCBdetail-11x17 (pdf), 6/7/2021 1:48:20 PM,DWG To PDF.pc3
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%%UPLAN
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B
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A
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7'-10 1/2"
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B
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4'-4"
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A
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%%USECTION A-A
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8'-0"
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8"
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12 1/2"
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7'-0"
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12 1/2"
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2"
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3/8"
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3'-1 3/4"
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3'-1 3/4"
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8'-0"
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7'-10 1/2"
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7 1/2"
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7 1/2"
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2',3',OR 4'RISER
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8"
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18"
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26"
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2"
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12" TOP SLAB
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3/8"
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%%U TYPE "C" CATCH BASIN DOUBLEGRATE - TYPE II %%U
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%%USECTION B-B
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4'-4"
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2'-1 3/8"
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4'-0"
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5'-0"
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2'-2"
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VARIES
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8"
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1'-11 1/2"
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5 13/16"
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8"
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10"
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N.T.S.
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S 4x9.5 BEAM
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3'-6" LONG
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MASONRY CONCRETE UNITS
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CLASS "A" CONCRETE OR
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OR PRECAST UNITS
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CLASS "A" CONCRETE
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8"
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10 1/2"
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15 15/16"
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10"
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4 13/16"
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8 15/16"
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1'-7 7/8"
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1 1/2"
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CONCRETE AS MANUFACTURED BY CONNECTICUT PRECAST CORP.
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SUMPS, AND BASE SLABS SHALL BE PRECAST REINFORCED
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ALL CATCH BASIN FRAMES AND GRATES, TOP SLABS, RISERS,
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TO GRADE WITH A MINIMUM OF ONE AND A MAXIMUM OF THREE
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ALL PRECAST TOPS AND FRAMES SHALL BE ADJUSTED
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OR APPROVED EQUAL.
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2.)
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%%U NOTES: %%U
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%%USECTION A-A%%U
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%%U TYPE "CL" CATCH BASIN DOUBLEGRATE - TYPE II %%U
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N.T.S.
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%%USECTION B-B%%U
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7'-10 1/2"
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8'-0"
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3/4"
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6"
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3'-9 1/4"
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10"
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3'-9 1/4"
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12"
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3/4"
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12"
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8"
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20 3/8"
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25 3/8"
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10"
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4'-4"
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DEPARTMENT OF PUBLIC WORKS
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CITY OF NORWALK
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DATE :
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CHECKED BY :
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DESIGNED BY :
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APPROVED BY:
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APPROVED BY:
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PRINCIPAL ENGINEER OF DESIGN
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CHECKED BY :
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DRAWN BY :
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P.E.#
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P.E.#
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SCALE :
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DATE
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NOT TO SCALE
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DATE
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REVISIONS
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BY
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DATE
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SHEET ___ OF ___
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DPW PROJ. :
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DOUBLE GRATE CATCH BASINS
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TYPE "C" & TYPE "CL"
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TYPE II
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STANDARD DETAILS
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1.)
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COURSES OF CONCRETE BRICK.
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12"
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6"
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(TYP.)
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4/28/09
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REDRAWN & REISSUED
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VANESSA N. VALADARES
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28346
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COMMITTEE
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F.J.W.
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4'-0"
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8"
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26"
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8"
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3'or 4' RISER
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8" SPACER
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8"
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%%U TYPE "C" CATCH BASIN DOUBLEGRATE - TYPE I
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N.T.S.
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%%USECTION B-B
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%%USECTION A-A
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B
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B
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A
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A
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69 "116"
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2"
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10 "14"
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4 "1316"
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1'-8 "38"
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1'-8 "38"
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53"
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69 "116"
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5 "58"
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5 "58"
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64"
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48"
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64"
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32 "34"
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11"
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15 "1316"
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12"
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46 "14"
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8 "1516"
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64"
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69 "116"
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(VARIES)
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DOUBLE GRATE CATCH BASIN
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TYPE "C"
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TYPE I
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S 4x9.5 BEAM
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3'-6" LONG
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3.)
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FILTER USED SHALL BE FROM D.P.W. APPROVED SUPPLIERS LIST:
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%%UCATCH BASIN FILTER INSERT NOTES
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1.) USE FILTER INSERTS WHERE SHOWN ON DESIGN PLANS
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AND TOP OF PIPE INLET OR OUTLET.
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2.) ALLOW 24" MINIMUM CLEARANCE BETWEEN BOTTOM OF GRATE
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3.) INSTALL AND MAINTAIN ACCORDING TO MANUFACTURERS
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RECOMMENDATIONS.
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OR AS REQUIRED BY D.P.W. ENGINEERING.
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"ULTRA-URBAN FILTER W/SMART SPONGE FILTER MEDIA"
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-ABTECH INDUSTRIES, SCOTTSDALE, AZ, 1-800-543-8999
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"TRANSPO ENVIROSAFE MODULAR STORMWATER CATCH BASIN FILTER"
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-TRANSPO INDUSTRIES, NEW ROCHELLE, NY, 1-914-636-1000
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OR OTHER APPROVED FILTER.
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8/13/09
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REV FILTER INSERT NOTE
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(MIN.)
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(MIN.)
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PLACE C.B. ON 6" OF
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BEDDING MATERIAL
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6"
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(TYP.)
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PLACE C.B. ON 6"
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BEDDING MAT'L
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6"
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(TYP.)
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6"
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(TYP.)
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SUMP
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2'-0"
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SUMP
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2'-0"
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(TYP.)
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(TYP.)
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1/14/10
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MODIFIED SUMP DIMENSION
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8"
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(MIN.)
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(MIN.)
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12/7/12
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MOD. CB WALL/BASE THKNESS
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MODIFIED NOTES 1-5
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ALL STEEL GRATES AND FRAMES TO BE GALVANIZED IN CONFORMANCE WITH FORM 818 ARTICLE M.06.03.
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4.)
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ALL JOINTS SHALL BE MORTARED.
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5.)
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KNOCK OUTS ARE TO BE APPLIED ONLY AS REQ'D TO ACCOMMODATE PIPES LOCATED PER PROJECT DESIGN.
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5'-10 1/2"
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6"
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CONC. BRICK & MORTAR FILLED JOINTS (TYP.)
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CONC. BRICK & MORTAR FILLED JOINTS
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CONC. BRICK & MORTAR FILLED JOINTS (TYP.)
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3"
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3'-0"
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1'-7
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3
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"
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8
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3/6/17
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NEW CB W/"DRAINS TO WATER COURSE" NOTE & NEW CB GRATE DESC.
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TYPE 'A' GALVANIZED STEEL GRATE PER CTDOT STD SHT. HW-507_08
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5"
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1'-5 1/2"
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1 "12"
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NOTES:
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ALL C.B.'S CONSTRUCTED, MODIFIED OR REPLACED SHALL HAVE "DRAINS TO WATER COURSE" CAST INTO THE CATCH BASIN TOP. THIS IS A NO PAY ITEM TO BE INCLUDED IN C.B. COSTS.
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THE WORDS "DRAINS TO WATER COURSE" SHALL BE CAST INTO THE CATCH BASIN TOP USING 1 1/2" LETTERS.
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1.
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2.
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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6/7/21
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MODIFIED NOTE 3- FORM 816 TO FORM 818
1fjw2fjw
2
2 2
3fjw
3
33
8
4
4
4fjw5fjw
55
55 5
5 5
55
6
6
6 6
6 6
6 6
6 6
6 6 6
7
7
7
fjw
8 8
8 8
8 8
888
fjw8
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#8.dwg, #8Sidewalks&Ramps-11x17 (pdf), 7/27/2021 3:32:20 PM,DWG To PDF.pc3
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ROAD SURFACE
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5" CLASS "C" CONCRETE
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CROSS SECTION
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PREMOLDED BITUMINOUS JOINT FILLER
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WIDTH VARIES
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SLOPE 1/4" / 1'-0"
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X
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X
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X
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X
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CONCRETE CURB
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X
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X
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%%UCONCRETE SIDEWALK
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LONGITUDINAL SECTION
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N.T.S.
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X
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X
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X
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X
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X
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X
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DUMMY JOINTS AS DIRECTED
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DRIVEWAY APRONS
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STANDARD DETAILS
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TYPICAL SUPERPAVE ROADWAY SECTION
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PROCESSED AGGREGATE SUBBASE
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HMA 1.00"(2) BASE
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HMA 0.50"(2) BINDER
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N.T.S.
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C
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CURB RAMPS
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ROADWAY SECTION
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& SIDEWALK
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1/4"/ 1'-0"
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( SEE PLAN )
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VARIES
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VARIES
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( SEE PLAN )
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1/4"/ 1'-0"
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HMA 0.375"(2) SURFACE
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SURFACE OF PAVEMENT
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BITUMINOUS CONCRETE
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%%U BITUMINOUS CONC. LIP CURBING
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%%U BITUMINOUS CONCRETE SIDEWALK/DRIVEWAY
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SLOPE 1/4"/ 1'-0"
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WIDTH VARIES
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%%U BITUMINOUS CONCRETE APRON %%U
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%%U BIT. LIP CONC. CURBING %%U
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1/4"/ 1'-0"
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1 1/2" LIP
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1 1/4"/1'-0"
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1/4"/1'-0"
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N.T.S.
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%%UTYPE 'A' DRIVE%%U
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N.T.S.
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%%UTYPE 'B' DRIVE%%U
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%%U W/ CONC. CURBING
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%%U CONCRETE APRON %%U
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3'
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4'
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SNOW STRIP
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BIT. CONC.
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MAX.
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(VARIES)
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%%U PLAN %%U
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A
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A
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SECTION A-A
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6" CLASS "C" CONCRETE
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SECTION B-B
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%%UTYPE 'A' DRIVE%%U
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%%UTYPE 'B' DRIVE%%U
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4' TRANSITION
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DEPRESSED CURB
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WIDTH VARIES (SEE PLAN)
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%%uPLAN
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1/4"/FT.
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6"*
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DRIVEWAY
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7'(TYP.)
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* INCHES ABOVE PAVEMENT
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N.T.S.
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1/4"/ 1'-0"
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1/4"/1'-0"
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1 1/4"/FT.
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N.T.S.
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1 1/2" LIP
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MIN.
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1 1/2" LIP
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1"/FT. NOM.
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1/4"/FT.
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SIDEWALK
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MIN.
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MIN.
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MIN.
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MIN.
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EDGE OF TRAVELWAY
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EDGE OF TRAVELWAY
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1 1/2" LIP
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WIDTH VARIES
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SLOPE 1/4"/ 1'-0"
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ROAD SURFACE
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N.T.S.
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%%U BITUMINOUS CONCRETE SIDEWALK/DRIVEWAY
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%%U CONC. CURBING %%U
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* INCHES ABOVE PAVEMENT
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%%uPLAN
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1 1/2" LIP
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6"*
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1"/FT. NOM.
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SIDEWALK
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MIN.
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1/4"/FT.
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(TYP.)
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3'
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1 1/4"/FT.
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B
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B
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4' TRANSITION
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DEPRESSED CURB
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WIDTH VARIES (SEE PLAN)
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1/4"/FT.
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DRIVEWAY
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10'
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1/4"/FT.
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MIN.
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1 1/4"/FT.
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MAX.
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MIN.
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1/4"/FT.
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10'
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%%U PLAN %%U
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(VARIES)
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BIT.
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7'
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CONC.
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L
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P
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P
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L
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STRIP
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(TYP.)
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CONC. WALK
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(TYP.)
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1"/12"
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1/4"/12"
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1'
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1/4"/12"
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1'
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(TYP.)
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(TYP.)
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1"/12"
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SNOW STRIP
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MAX.
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MAX.
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(WITHOUT SNOW STRIP)
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(WITH SNOW STRIP)
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3' SNOW
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STRIP
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3' SNOW
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W/ 6x6 10/10 WWM
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER
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AS NOTED
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N.T.S.
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L.V.C. = 10'
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5'
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L.V.C. = 10'
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5'
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4/13/09
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REDRAWN & REISSUED
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COMMITTEE
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F.J.W.
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1 1/2" LIP
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CONCRETE CURB
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4'-0" MIN.
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CONC. WALK
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4'-0" MIN.
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(WHERE SNOW STRIP INCLUDED)
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4'-0" MIN.
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(SET MID DEPTH OF SLAB)
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6" CLASS "C" CONCRETE
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W/ 6x6 10/10 WWM
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(SET MID DEPTH OF SLAB)
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A
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A
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SECTION A-A
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B
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B
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SECTION B-B
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A
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A
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4' TRANSITION
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DEPRESSED GRANITE CURB
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PLAN
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1/4"/FT.
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3"*
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2"*
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7"*
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4"*
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5"*
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6"*
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DRIVEWAY
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DRIVEWAY
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7"*
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6"*
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1/4"/FT.
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DEPRESSED GRANITE CURB
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4' TRANSITION
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B
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B
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1.25"/FT.
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5"*
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4"*
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3"*
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2"*
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7'(TYP.)
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3'
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4'(TYP.)
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* INCHES ABOVE GUTTER LINE
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* INCHES ABOVE GUTTER LINE
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PLAN
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TYPE 'B' DRIVE
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6" CLASS "C" CONCRETE
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TYPE 'A' DRIVE
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N.T.S.
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6" CLASS "C" CONCRETE
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1/4"/FT.
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L.V.C. = 10'
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SECTION A-A
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5'
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1.25"/FT.
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SECTION B-B
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1/4"/FT.
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WIDTH VARIES (SEE PLAN)
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WIDTH VARIES (SEE PLAN)
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%%UW/ GRANITE CURB
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(TYPE 'A' OR 'B' TO SUIT FIELD CONDITIONS)
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L.V.C. = 10'
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5'
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1.5" LIP
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X
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X
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X
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X
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X
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X
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X
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X
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%%UCONCRETE DRIVEWAY RAMP
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W/ 6x6 10/10 WWM
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(SET TO MID DEPTH OF SLAB)
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W/ 6x6 10/10 WWM
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(SET TO MID DEPTH OF SLAB)
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1.5" LIP
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N.T.S.
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(CONCRETE DRIVEWAY)
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(6" CL" C" FOR DRIVEWAYS)
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W/ 6x6 10/10 WWM
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(SET TO MID DEPTH OF SLAB)
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5" CLASS "C" CONCRETE
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(6" CL" C" FOR DRIVEWAYS)
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W/ 6x6 10/10 WWM
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(SET TO MID DEPTH OF SLAB)
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EXPANSION JOINTS APPROX. 12' O.C.
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DUMMY JOINTS AS DIRECTED
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WIDTH VARIES
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STAKE
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SIDE BOARD
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%%USIDE BOARD FORM
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BITUMINUS CONCRETE
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CURB
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GRASS STRIP
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N.T.S.
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8/10/09
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ADDED SIDE BOARD FORM
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2" HMA 0.375"(2)
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SEE SIDE BOARD FORM DETAIL
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SEE SIDE BOARD FORM DETAIL
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10/8/10
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ADDED CONC. SIDEWALK JOINT DETAILS
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EXPANSION JOINT
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USE 1/8" WIDE X FULL DEPTH X FULL LENGTH PLATE (REMOVE AFTER CONC. HAS SET)
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N.T.S.
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EXPANSION JOINTS APPROXIMATELY 12' O.C.
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X
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X
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8% MAX. SLOPE-MAJOR 12% MAX. SLOPE-MINOR
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8% MAX. SLOPE-MAJOR 12% MAX. SLOPE-MINOR
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8% MAX. SLOPE-MAJOR 12% MAX. SLOPE-MINOR
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11/4/10
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REVISED TO MAJOR/MINOR SLOPE
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DUMMY JOINT
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USE 1/4"RAD. GROOVING TOOL
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1/4 SLAB THICKNESS
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X
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X
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N.T.S.
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10/21/16
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REVISED TO CLASS 2 BIT CONC. ONLY
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BIT. CONC. (CL IV) BASE
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BIT. CONC. (CL I) BINDER
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BIT. CONC. (CL II) SURFACE
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VANESSA N. VALADARES
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28346
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5/17/19
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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MODIFIED TO INCLUDE HMA AND TO CHG PROCESS TO " STONE34" STONE STONE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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6" - 3/4" CRUSHED & WASHED STONE BASE
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8% MAX. SLOPE-MAJOR 12% MAX. SLOPE-MINOR
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6" - 3/4" CRUSHED & WASHED STONE BASE
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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6" - 3/4" CRUSHED & WASHED STONE BASE
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5" CLASS "C" CONCRETE
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W/ 6 x 6 10/10 WWM
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X
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X
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X
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X
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X
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X
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EXIST.
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BLDG.
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PREMOLDED BITUMINOUS
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JOINT FILLER
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(SET TO MID DEPTH OF SLAB)
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TYPICAL CONSTRUCTION JOINT BETWEEN PROPOSED SIDEWALK & EXIST. BUILDING
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6" - 3/4" CRUSHED & WASHED STONE BASE
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1/7/21
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REMOVED GEN. NOTES FOR SIDEWALK RAMPS, ADD TYP. CONST. JT. BETWEEN WALK & BLDG ADD CONC. STRENGTH NOTE.
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NOTE: 1.) CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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7/27/21
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REVISED TO 2" HMA 0.375(2) ONLY
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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2" HMA 0.375"(2)
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DPW PROJ. :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER
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N.T.S.
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%%U BITUMINOUS CONCRETE %%U
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%%U LIP CURBING %%U
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48%%D
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SURFACE OF PAVEMENT
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21%%D
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2"R.
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6"
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1"
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9"
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3"
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CURB DETAILS
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STANDARD DETAILS
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(TYP.)
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NEAT CUT EDGE OF EXISTING PAVEMENT
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(EXISTING PAVEMENT)
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6"
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1'-8"
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8"
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6"
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CONC. SIDEWALK
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2'-0"
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SAWCUT
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6"
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1"R.
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SURFACE OF EXIST. PAVEMENT
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PRIOR TO PAVING, CLEAN EDGE
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AND PAINT WITH LIQUID BITUMEN
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8"
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PAVEMENT SURFACE
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%%U GRANITE & PRECAST CONCRETE CURB
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6" OR AS DIRECTED BY ENGINEER
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1'-4"
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5"
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3"
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8"
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SMOOTH QUARRY SPLIT
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%%U SECTION @ JOINT
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%%U ELEVATION @ JOINT
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1'-0"
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COMPACTED EARTH
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UNDISTURBED OR
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GRANULAR BASE
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PAVEMENT SURFACE
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6" OR AS DIRECTED BY ENGINEER
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5"
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GRANULAR BASE
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%%U NON-JOINT SECTION
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1'-4"
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1'-0"
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1'-0"
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1'-0"
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MORTAR (OMIT AT
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EXPANSION JOINTS)
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%%U PLAN @ JOINT
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8"
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SMOOTH QUARRY SPLIT
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N.T.S.
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GRASS STRIP
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SIDEWALK
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%%U W/ SIDEWALK
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%%U W/ BELGIUM BLOCK
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%%U NO SIDEWALK OR CURB
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%%U BIT. CONC. DRIVE APRON
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P
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L
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%%U PLAN %%U
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%%U BIT. CONC. LIP FOR DRIVEWAY
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BELGIUM BLOCK
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BIT. CONC.
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EDGE OF TRAVELWAY
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EDGE OF TRAVELWAY
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BELGIUM BLOCK
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%%U PLAN %%U
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%%U W/ BELGIUM BLOCK
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%%UCONCRETE OR BITUMINOUS CONC. DRIVE APRON
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P
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L
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THE CITY TAKES NO RESPONSIBILITY FOR ANY DAMAGE
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TO BELGIUM BLOCK INSTALLED WITHIN ROAD RIGHT OF WAY.
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BELGIUM BLOCKS
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IN DRIVEWAYS
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4/8/09
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REDRAWN & REISSUED
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COMMITTEE
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F.J.W.
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1 1/2"LIP CURB
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GRASS
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DROP CURB
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N.T.S.
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%%UNO BELGIUM BLOCK
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%%UW/ CONCRETE, BIT. CONC., OR GRANITE CURB
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DRIVEWAY LIMITS
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DRIVEWAY LIMITS
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SEE "STANDARD DETAIL DRAWINGS":
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PREMOLDED BITUMINOUS
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JOINT FILLER
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EXPANSION JOINTS @ APPROX. 12'-0" O.C. (TYP.)
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NOT IN ROAD RECONSTRUCTION AREA
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(GRANITE CURB SHOWN)
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EDGE OF TRAVELWAY
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P
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L
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%%UNO BELGIUM BLOCK
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DRIVEWAY LIMITS
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DROP GRANITE OR CONC. CURB
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LIP CURB
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BELGIUM BLOCK
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BELGIUM BLOCK ALLOWED TO CURB LINE
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GRASS
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GRASS
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%%U NO SIDEWALK
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BELGIUM BLOCK DRIVEWAY EDGING
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N.T.S.
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%%U PLAN %%U
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RIGHT OF WAY
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RIGHT OF WAY
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RIGHT OF WAY
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PRIVATE PROPERTY
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PRIVATE PROPERTY
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PRIVATE PROPERTY
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%%UNO BELGIUM BLOCK PERMITTED
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ADDED BELGIUM BLOCK EDGING PLAN
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6"
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1'-8"
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8"
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1"R.
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%%U CAST-IN-PLACE CONCRETE CURB
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CONC. SIDEWALK
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PREMOLDED BITUMINOUS
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JOINT FILLER
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EXPANSION JOINTS @ APPROX. 12'-0" O.C. (TYP.)
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EMBED REBAR 12" THIS SIDE.
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%%U CONCRETE CURB %%U
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USE REBAR WHERE CAST-IN-PLACE CURB MEETS EXISTING CURB AT SAWCUT OR EXIST. JOINT
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#5 EPOXY COATED REBAR
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2-#5 X 1'-10" LONG EACH EPOXY COATED REBARS (USE WHERE CAST-IN-PLACE CURB MEETS EXIST. CONC. CURB ONLY)
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CLASS 3 BITUMINOUS CONC.
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NEW CURB
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DRILL 2-3/4" X 12" DEEP HOLESTO ALLOW FOR REBAR
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EXIST. CURB (SAWCUT OR EXIST. JOINT)
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6" OR AS DIRECTED BY ENGINEER
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PAVEMENT SURFACE
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& REBAR @ C.I.P. CONC. CURB
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9/17/10
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ADDED MAX. LIFT THKNESS NOTE
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12/5/11
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JOINT TREATMENT
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MODIFIED CURB JOINT TREATMENT &
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%%U CAST-IN-PLACE CONCRETE CURB
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EXPANSION JOINTS @ APPROX. 50'-0" O.C. (TYP.)
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RELABELED CONC. CURB TO CAST-IN PLACE
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10/12/12
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ADDED SUPERPAVE TABLE
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12/5/12
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VANESSA N. VALADARES
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28346
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CLASS "C" CONCRETE (3,300 P.S.I. MIN.)
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CLASS "C" CONCRETE (3,300 P.S.I MIN.)
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ADDED CLASS"C" NOTE TO CONC. CURB
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2/19/19
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MAJOR ARTERIAL
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MINOR ARTERIAL
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COLLECTOR
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LOCAL
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STATE ROAD
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A
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B
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C
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D
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E
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P.A.B.
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F
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0.50"(2)
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1.00"(2)
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0.50"(3)
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1.00"(3)
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STONE SIZE
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LIFT THICKNESS
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MIN.
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1.5"
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1.5"
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3"
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%%U PAVEMENT REPAIR TABLE %%U
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HMA (SUPERPAVE)
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2"
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1.5"
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3"
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3"
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3"
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4"
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6"
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6"
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12"
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14"
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12"
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12"
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12"
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MAX.
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0.375"
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0.50"
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1.00"
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1.5"
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2"
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1.75"
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2.5"
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3.0"
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5.0"
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A - E X"=STONE SIZE & (Y)=LEVEL e.g. 0.50"(2)
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ALLOWABLE UNCOMPACTED THICKNESS PER LIFT:
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0.375"(2)
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A - F SEE HMA (SUPERPAVE) PAVEMENT REPAIR TABLE
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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#8 - DRIVEWAY APRONS, CURB RAMPS, ROADWAY SECTION & SIDEWALK
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#10(X) - PAVERS IN SIDEWALKS & CROSSWALKS (X)= a, b, c or d. "Location dependant."
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FOR DRIVEWAY AND SIDEWALK CONSTRUCTION DETAILS
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MODIFIED #10 NOTE, REMOVED MARSHALL
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12/17/20
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MIX TABLE, ADDED EXTRUDED CONC. CURB
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SURFACE OF PAVEMENT
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8 "12"
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6"
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12"
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SIDEWALK SURFACE
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EXTRUDED CONCRETE CURB
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EXTRUDED CONCRETE CURB CLASS "F"
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6"
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ADHESIVE
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ADDED MIN. CONC. STRENGTH
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CLASS "C" CONCRETE (3,300 P.S.I. MIN.)
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CLASS "C" CONCRETE (3,300 P.S.I. MIN.)
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CONCRETE NOTE: CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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PROJ. # :
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SCALE :
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DATE:
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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STANDARD DETAILS
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COMMITTEE
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F.J.W.
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1'-0"
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5" CL "C" CONC. W/ 6x6 10/10 WWM
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ROAD SURFACE
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5" X 16" GRANITE STONE CURBING
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CLASS "C" CONCRETE
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%%USECTION A-A
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6" REVEAL
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X
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X
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X
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X
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1.25" BEDDING SAND FOR LEVELING COURSE
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4" X 8" X 2 3/8" PRECAST CONC. PAVER
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3"
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X
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X
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X
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X
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X
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(SET TO MID DEPTH OF SLAB)
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(SEE STD. DETAIL SHT. #9)
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GRANULAR BASE
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SEE STANDARD PAVEMENT DETAIL
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NEOPRENE MODIFIED ASPHALT ADHESIVE (TYP.)
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CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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12" THICK PROCESSED AGGREGATE BASE (TYP.)
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8" CLASS"C" CONCRETE W/6X6 10/10 WWM (SET TO MID DEPTH OF SLAB) (TYP.)
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4" DRAINHOLES 5' O.C.FILL WITH SAND AND COVER WITH MIRAFI 100X DRAINAGE FABRIC (TYP.)
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FLUSH SET GRANITE CURB FOR EDGE RESTRAINT WITH 4" SAWCUT TO RECEIVE PAVERS (SEE STD. DETAIL SHT.#9)
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3/4" BIT. CONC. LEVELING BED (TYP.)
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4"x8"x3 " CONC. BRICK PAVER 18" CONC. BRICK PAVER 45° HERRINGBONE PATTERN
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CLASS "C" CONCRETE
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LATERAL SECTION
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MORTAR FILLED BROOMED JOINTS, 1 PART CEMENT, 3 PARTS DRY SHARP FINE SAND
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VANESSA N. VALADARES
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28346
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MARCH, 2021
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REDRAWN AND REISSUED
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12/20
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CONCRETE BRICK PAVER 45° HERRINGBONE PATTERN(CLAY RED)
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FLUSH SET GRANITE CURB EDGE RESTRAINT (BOTH EDGES TYP.)
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8' CROSSWALK WIDTH MIN.
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EDGE OF TRAVELWAY
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RAMP
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CONCRETE BRICK PAVER SOLDIER COURSE (CHARCOAL) (BOTH EDGES TYP.)
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PLAN VIEW
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CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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NOTE:
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2. REMOVE PLASTIC WRAP, TAGS AND WIRE.
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1. DO NOT CUT OR LOOSEN BURLAP BALL.
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6"
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COMPACTED BACKFILL MIXTURE
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5'-0" SQ.
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1 1/2" KBI FLEXI-PAVE (HD 2000 )(FOREST BED)
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3" MIN. CLEARANCE OR AS PER ARBORIST RECOMMENDATION
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OPTIONAL 15" METAL TREE RING
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STABILIZED SUB BASE RECOMMENDED LBR 40
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4" -3/4" STONE COMPACTED BY HAND
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SURROUNDING AREA TO BE MATCHED AS PER PLAN AND CITY DETAILS
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KBI FLEXI-PAVE TREE SURROUND DETAIL
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FILTER FABRIC
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TAMPED BACKFILL MIXTURE CONSISTING OF URBAN TOPSOIL PLANTING MIX
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X
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X
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X
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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TACTILE STRIP
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(BRICK RED)
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CONCRETE SIDEWALK RAMP (REFER TO CTDOT ADA RAMP STANDARDS)
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BASKET WEAVE (CLAY RED)
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PRECAST CONCRETE PAVERS
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BRICK SIDEWALK
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(1 COURSE CHARCOAL)
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SOLDIER COURSE (CLAY RED)
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PRECAST CONCRETE PAVERS
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(3 COURSES CLAY RED)
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PRECAST CONCRETE PAVERS AT RAMP
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WASHINGTON ST. AND N. MAIN ST. N. MAIN ST. TO WEST AVE.
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A
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DIRECTION OF
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STIFF BROOM
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FINISH
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A
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LUMINAIRE POLE
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PATTERN FOLLOWS CURBING
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(BASKET WEAVE CHARCOAL)
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WASHINGTON ST. WATER ST. TO N. MAIN ST.
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NOTE: THIS CROSSWALK DETAIL SHALL BE APPLIED TO ALL NEW BRICK PAVER CROSSWALK INSTALLATIONS EXCEPT WHERE SPECIAL WAIVER IS GRANTED BY THE CHIEF OF OPERATIONS AND PUBLIC WORKS FOR THE CITY OF NORWALK.
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12" WH EPOXY PAINT (BOTH SIDES TYP.)
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TACTILE STRIP
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(BRICK RED)
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CONCRETE SIDEWALK RAMP (REFER TO CTDOT ADA RAMP STANDARDS)
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GRANITE STONE CURBING
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BRICK SIDEWALK BORDER PRECAST CONCRETE PAVERS AS SHOWN
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BITUMINOUS PAVEMENT
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24" OFFSET FOR CUT
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(3 COURSES CLAY RED)
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(1 COURSE CHARCOAL)
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NOTES: 1) THESE BRICK SIDEWALK PATTERNS SHALL BE APPLIED TO ALL THESE BRICK SIDEWALK PATTERNS SHALL BE APPLIED TO ALL NEW BRICK WORK IN SIDEWALKS EXCEPT WHERE SPECIAL WAIVERS ARE GRANTED BY THE CHIEF OF OPERATIONS AND PUBLIC WORKS FOR THE CITY OF NORWALK. 2) FOR ALL NEW OR REPLACEMENT CONSTRUCTION INVOLVING FOR ALL NEW OR REPLACEMENT CONSTRUCTION INVOLVING TREES WITHIN THE CITY RIGHT-OF WAY, METAL TREE GRATES SHOULD BE REMOVED AND DELIVERED TO THE CITY OF NORWALK OPERATIONS CENTER, OR DISPOSED OF AS INSTRUCTED BY THE CHIEF OF OPERATIONS AND PUBLIC WORKS, AND REPLACED WITH KBI FLEXI-PAVE AS INSTRUCTED ON THE KBI FLEXI-PAVE TREE SURROUND STANDARD DETAIL.
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WALL ST. WEST AVE. TO COMMERCE ST.
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1 1/2" KBI FLEXI-PAVE (HD 2000)(FOREST BED)
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BASKET WEAVE (CLAY RED)
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PRECAST CONCRETE PAVERS
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BRICK SIDEWALK
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PRECAST CONCRETE PAVERS AT BORDERS, SIDEWALKS AND RAMPS CONCRETE PAVER CROSSWALK
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SONO T.O.D.
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LUMINAIRE POLE
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TREE SURROUND PLAN
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PATTERN FOLLOWS CURBING
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BASKET WEAVE (CHARCOAL)
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TREE SURROUND PLAN
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4'-0"
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(MAX.)
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6'-0"
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(MAX.)
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WEST AVE. N. MAIN ST. TO BYINGTON AVE.
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BRICK SIDEWALK PRECAST CONCRETE PAVERS BASKET WEAVE (CLAY RED)
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5'-0" SQ.
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5'-0" SQ.
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GRANITE STONE CURBING
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BRICK SIDEWALK BORDER PRECAST CONCRETE PAVERS AS SHOWN
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BITUMINOUS PAVEMENT
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24" OFFSET FOR CUT
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BASKET WEAVE (CHARCOAL)
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MIXED BASKET WEAVE, RUNNING BOND, SOLDIER COURSE (CLAY RED)
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REMOVE TREE GRATE & FRAME REPLACE W/ 1 1/2" KBI FLEXI-PAVE (HD 2000)(FOREST BED) (FOR EXISTING LOCATIONS WITH TREE GRATES)
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PATTERN FOLLOWS CURBING
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MIXED BASKET WEAVE, RUNNING BOND, SOLDIER COURSE (CLAY RED)
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BASKET WEAVE (CHARCOAL)
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WIDTH VARIES - MIN. WIDTH
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FOR TREE GRATE 10'
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6" - 3/4" CRUSHED & WASHED STONE BASE
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PRECAST CONCRETE PAVERS AT RAMP
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WIDTH VARIES - MIN. WIDTH
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3'-0"
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FOR TREE GRATE 10'
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6'-0"
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4'-0"
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SCORE JT.
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2'-0"
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2'-0"
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5'-0"
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5'-0"
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(MAX.)
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(MAX.)
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SPACING OF CONC. PANEL AS SHOWN AROUND TREE GRATE MUST BE MAINTAINED
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REMOVE TREE GRATE & FRAME REPLACE W/ 1 1/2" KBI FLEXI-PAVE (HD 2000)(FOREST BED) (FOR EXISTING LOCATIONS WITH TREE GRATES)
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TREE SURROUND PLAN
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NORTH MAIN ST. WASHINGTON ST. TO N. MAIN ST.
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WEST AVE. N. MAIN ST. TO BYINGTON PLACE
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SIDEWALK
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CONCRETE NOTE: CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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12"
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ROAD SURFACE
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CLASS "C" CONCRETE
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%%USECTION A-A
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6" REVEAL
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3"
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GRANULAR BASE
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5"
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6"
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2'
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X
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X
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X
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5" CL "C" CONC. W/ 6x6 10/10 WWM
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(SET TO MID DEPTH OF SLAB)
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CAST IN PLACE STAMPED CONCRETE BORDER PATTERN: 4"X8" BRICK & 12"X12" TILE MIXED (SEE PLAN) INTEGRAL COLOR: BRICK RED - W/ONE ROW RUNNING BOND STAINED CHARCOAL
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X
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X
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X
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6" - 3/4" CRUSHED & WASHED STONE BASE
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X
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X
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1/4" EXPANSION JOINT
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5" X 16" GRANITE STONE CURBING (SEE STD. DETAIL SHT. #9
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12" DOWEL - 18" LENGTH 9" IMBEDDED MID DEPTH OF SLAB IN FIRST POUR SIKA "SPEED DOWEL SYSTEM" OR APPROVED EQUAL @ 2'-0" O.C.
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5" CL "C" CONC. W/ 6x6 10/10 WWM (SET TO MID DEPTH OF SLAB)
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#4 REBAR - 6" LENGTH DRILL .625" @ 45°3" INTO CURB @ 2'-0" O.C.
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TACTILE STRIP
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(BRICK RED)
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CONCRETE SIDEWALK RAMP (REFER TO CTDOT ADA RAMP STANDARDS)
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(CHARCOAL-STAINED)
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5" GRANITE STONE CURBING
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BITUMINOUS PAVEMENT
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24" OFFSET FOR CUT
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(BRICK RED-INTEGRAL)
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DIRECTION OF
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STIFF BROOM
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FINISH
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4'-0"
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(MAX.)
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6'-0"
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(MAX.)
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2'-0"
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2'-0"
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5'-0" SQ.
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(SEE PLANS FOR LOCATIONS)
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SPACING OF CONC. PANELS AS SHOWN AT TREE SURROUND MUST BE MAINTAINED
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4"X8" SOLDIER COURSE (BRICK RED)
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1 1/2" KBI FLEXI-PAVE (HD 2000 )(FOREST BED)
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TREE SURROUND PLAN
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NOTE:
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2. REMOVE PLASTIC WRAP, TAGS AND WIRE.
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1. DO NOT CUT OR LOOSEN BURLAP BALL.
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6"
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COMPACTED BACKFILL MIXTURE
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5'-0" SQ.
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1 1/2" KBI FLEXI-PAVE (HD 2000 )(FOREST BED)
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3" MIN. CLEARANCE OR AS PER ARBORIST RECOMMENDATION
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OPTIONAL 15" METAL TREE RING
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STABILIZED SUB BASE RECOMMENDED LBR 40
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4" -3/4" STONE COMPACTED BY HAND
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KBI FLEXI-PAVE TREE SURROUND DETAIL
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FILTER FABRIC
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TAMPED BACKFILL MIXTURE CONSISTING OF URBAN TOPSOIL PLANTING MIX
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3'-0"
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6'-0"
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(MAX.)
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STAMPED CONCRETE APPLICATION AT ACCESS RAMPS
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STAMPED CONCRETE BORDER PATTERN 24"
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X
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X
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PROJ. # :
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SCALE :
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DATE:
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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COMMITTEE
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F.J.W.
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VANESSA N. VALADARES
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28346
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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EAST WALL STREET FROM MAIN ST TO SMITH ST
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BY MAX. 3" TO CREATE THE PROPER SPACING
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ADJUST WIDTH OF CONC. PANEL (4'-0")
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-
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+
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2'-0"
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2'-0"
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18" MIN.
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LUMINAIRE POLE & FOUNDATION
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4"X8" RUNNING BOND (CHARCOAL)
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PLAN AT LUMINAIRE FOUNDATION
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CAST IN PLACE CONCRETE BORDER STAMPED PATTERN 24"
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12"
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(TYP.)
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A
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A
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12" DOWEL - 18" LENGTH 9" IMBEDDED MID DEPTH OF SLAB IN FIRST POUR SIKA "SPEED DOWEL SYSTEM" OR APPROVED EQUAL @ 2'-0" O.C.
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12" DOWEL - 18" LENGTH 9" IMBEDDED MID DEPTH OF SLAB IN FIRST POUR SIKA "SPEED DOWEL SYSTEM" OR APPROVED EQUAL @ 2'-0" O.C.
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#4 REBAR - 6" LENGTH DRILL .625" @ 45°3" INTO CURB @ 2'-0" O.C.
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12" DOWEL - 10" LENGTH 5" IMBEDDED MID DEPTH OF SLAB IN FIRST POUR SIKA "SPEED DOWEL SYSTEM" OR APPROVED EQUAL @ 2'-0" O.C.
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DOWELING AT FLEXI-PAVE TREE SURROUND
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12" DOWEL - 10" LENGTH 5" IMBEDDED MID DEPTH OF SLAB IN FIRST POUR SIKA "SPEED DOWEL SYSTEM" OR APPROVED EQUAL @ 2'-0" O.C.
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INLAID THERMOPLASTIC SURFACE AND GRANITE CURB IN RAISED CROSSWALK ON EAST WALL ST.
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FLUSH SET GRANITE CURB EDGE RESTRAINT (EACH SIDE)
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8' CROSSWALK WIDTH
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CURBLINE (TRAVELWAY)
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ACCESS RAMP
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PLAN VIEW
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INLAID THERMOPLASTIC SURFACE AND GRANITE CURB IN CROSSWALKS
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DOWELING AT LUMINAIRE FOUNDATION
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STAMPED CONCRETE PATTERNS AT ACCESS RAMPS, TREE SURROUND AND LUMINAIRE FOUNDATION INLAID PREFORMED THERMOPLASTIC SURFACE & GRANITE CURB IN CROSSWALKS
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CONCRETE NOTE: CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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REDRAWN AND REISSUED
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12/20
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CAST IN PLACE STAMPED CONCRETE BORDER PATTERN: 4"X8" BRICK & 12"X12" TILE INTEGRAL COLOR: BRICK RED - ONE ROW RUNNING BOND STAINED CHARCOAL
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#4 REBAR - 6" LENGTH DRILL .625" @ 45°3" INTO CURB @ 2'-0" O.C.
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FLEXI-PAVE
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LUMINAIRE
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MARCH, 2021
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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8' CROSSWALK WIDTH INSIDE GRANITE CURB RESTRAINTS
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2' SAWCUT
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3"
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14"
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2' SAWCUT
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EX. CONC. SLAB 8" THK. ±
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7" 0.50"(3) HMA PLACED IN 3 EQUAL LIFTS
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3"
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PROCESSED AGGREGATE BASE
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CLASS "C" CONCRETE
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UNDISTURBED OR COMPACTED EARTH
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6' MIN. (3" ABOVE EX. PAVE.) RAISED CROSSWALK (BOTH SIDES)
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GRANULAR BASE
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8' CROSSWALK WIDTH INSIDE GRANITE CURB RESTRAINTS
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2' SAWCUT
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4" MILL AND OVERLAY
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EX. CONC. SLAB 8" THK. ±
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EX. CONC. SLAB 8" THK. ±
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8' CROSSWALK WIDTH INSIDE GRANITE CURB RESTRAINTS
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2' SAWCUT
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INLAID THERMOPLASTIC SURFACE AND GRANITE CURB AT GRADE LEVEL CROSSWALKS ON EAST WALL ST. & MAIN ST.
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4"
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14"
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2' SAWCUT
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12"
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8' CROSSWALK WIDTH INSIDE GRANITE CURB RESTRAINTS
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1 "12"
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3"
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12"
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1 "12"
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INLAID PREFORMED THERMOPLASTIC SURFACE 4"X8"X45° HERRINGBONE PATTERN (CLAY RED)W/4'X8" SOLDIER COURSE (CHARCOAL) EACH SIDE (SEE PROJECT PLANS FOR LOCATION)
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2' SAWCUT
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INLAID THERMOPLASTIC SURFACE AND GRANITE CURB AT GRADE LEVEL CROSSWALKS
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SECTION AT COLLECTOR ROAD
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SECTION AT LOCAL ROAD
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INLAID PREFORMED THERMOPLASTIC SURFACE IN CROSSWALKS (SEE PLAN VIEW)
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INLAID PREFORMED THERMOPLASTIC SURFACE IN CROSSWALKS (SEE PLAN VIEW)
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INLAID PREFORMED THERMOPLASTIC SURFACE IN CROSSWALKS (SEE PLAN VIEW)
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INLAID PREFORMED THERMOPLASTIC SURFACE IN CROSSWALKS (SEE PLAN VIEW)
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NOTE 1: SEE CITY STANDARD DETAILS SHEET #9 FOR PAVEMENT REPAIR TABLE AND GRANITE CURB JOINT TREATMENT.
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(SEE NOTE 1)
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(SEE NOTE 1)
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(SEE NOTE 1)
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6"
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6"
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6"
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SECTION AT MAJOR ARTERIAL ROAD
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SECTION AT MAJOR ARTERIAL ROAD
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2' SAWCUT
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2' SAWCUT
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UNILOCK ECO-OPTILOC PERMEABLE
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INTERLOCKING CONCRETE PAVERS
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(OR APPROVED EQUAL)
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W/ASTM NO.8 JOINT FILLER
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SETTING BED
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AGGREGATE-ASTM NO.8
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GEOTEXTILE FABRIC
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AS ORDERED BY ENGINEER
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BASE AGGREGATE-ASTM NO.57
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SUBBASE
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AGGREGATE-ASTM NO.2
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1 1/2"-2"
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4"min.
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12"-18"
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5"X16" GRANITE CURB
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24" NOM.
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6"
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PERMEABLE PAVER SECTION
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AT PARKING ISLAND AND
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PARKING LANE
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PERMEABLE PAVER IN
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PARKING ISLAND TRAVELWAY
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AND PARKING LANE EDGE
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BIT. PAVEMENT
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SLOPE VARIES
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%%U PLAN
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3'-5 "34"
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4'-9 "14"
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4'-1 "14"
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NOTE:
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2. REMOVE PLASTIC WRAP, TAGS AND WIRE.
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1. DO NOT CUT OR LOOSEN BURLAP BALL.
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6"
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2X BALL DIA.
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BALL
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DIA.
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MULCH, 2" DEPTH.
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2'-0 "34"
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TREE GRATE COMBINATION
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R-8830-A1 & R-8706-1A (180° SECTIONS)
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WITH COMBINATION FRAME
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AS MFG. BY NEENAH FOUNDRY CO.
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(OR APPROVED EQUAL).
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4'-0 "34"
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4'
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4'
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4'
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8'
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4'-1 "18"
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5'-6 "14"
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1/4"/FT.
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4' TYP.
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5"CURB
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APRON WIDTH VARIES
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1/4"/FT.
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1 1/4"/FT.
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*5 3/4"
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*6 1/2"
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DEPRESSED GRANITE CURB
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5'-7"
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2'-5"
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(SEE PLANS)
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3'-7"
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TRANSITION
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AREA
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%%USIDEWALK TRANSITION TO CONCRETE APRON
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NOTE: = CURB HEIGHT ABOVE PAVED SURFACE.
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*
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4" WHITE
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EPOXY PAINT
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1/4"/FT.
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1 1/4"/FT.
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4' MIN.
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8'
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PROJ. # :
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SCALE :
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DATE:
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER
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N.T.S.
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f.j.w.
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1"/FT.
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2%%% MAX.
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1"/FT.
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MAX.
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4'
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4'
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*0"
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*2 1/2"
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4'
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FLARE
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8'-0"
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6'-3"±
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6'-3"±
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1/4"/FT.
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1/4"/FT.
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1 1/4"/FT.
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%%U CURB EXTENSION-SPECIAL
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NOTE: =CURB HEIGHT ABOVE PAVED SURFACE.
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*
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DIRECTION OF
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STIFF BROOM
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FINISH
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HISTORIC STREET LIGHT AND POLE
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AS MFG. BY SPRING CITY ELEC. MFG.
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CO. (OR APPROVED EQUAL).
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STYLE-WASHINGTON PEDESTRIAN
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WITH VILLA TOP. 12'-0" HT.
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*2 1/2"
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TREE GRATE COMBINATION
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R-8830-A1 & R-8706-1A (180° SECTIONS)
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WITH COMBINATION FRAME
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AS MFG. BY NEENAH FOUNDRY CO.
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(OR APPROVED EQUAL).
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VARIES
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SCORE JT.
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1/4"/FT.
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4'-0"
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4' TYP.
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8' (TYP)
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PRE-CAST CONC. PAVERS AS MFG. BY
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IDEAL CONC. BLOCK (OR APPROVED EQUAL).
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PATTERN AS SHOWN.
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COLOR: RED CLAY
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FLUSH SET 5"X12"
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GRANITE CURB
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EDGE RESTRAINT
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%%U TYPICAL SECTION
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5'-6 "38"
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R2'
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R2'
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9'-7"
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7'-3"
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%%U TYPICAL TREE GRATE
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SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
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UNCOMPACTED
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SUBGRADE SOIL
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1/4"/FT.
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1/4"/FT.
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*0"
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CEDAR STREET
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TYPICAL PAVEMENT TREATMENT AND MARKING
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AT PARKING LANE
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1/4"/FT.
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1 1/4"/FT.
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PERVIOUS
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CONCRETE
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SIDEWALK
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MAX(TYP)
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SPACING OF PERVIOUS
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CONC. PANEL AS SHOWN
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AROUND 48" TREE GRATE.
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CONCRETE APRON
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CONC. APRON
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TRANSITION AREA
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3'-10 "34"
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7'-3" (TYP)
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1'-8"±
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*1 1/2"
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UNILOCK ECO-OPTILOC PERMEABLE
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INTERLOCKING CONCRETE PAVERS
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(OR APPROVED EQUAL)
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COLOR: NATURAL
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W/GRANITE CURB EDGE RESTRAINT
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4"±
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COMPACTED
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BACKFILL MIXTURE.
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BACKFILL MIXTURE
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-TAMPED.
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TREE GRATE
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& FRAME.
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EXIST.
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BLDG.
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PREMOLDED BITUMINOUS
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JOINT FILLER
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TYPICAL CONSTRUCTION JOINT
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BETWEEN PROPOSED SIDEWALK
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& EXIST. BUILDING
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6" MIN.
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AGGREGATE BASE
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ASTM NO. 57
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1 1/2" CHOCKER
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COURSE
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ASTM NO. 8
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6" PERVIOUS
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CONCRETE
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VANESSA N. VALADARES
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28346
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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NOTE: 1) FOR ALL NEW OR REPLACEMENT CONSTRUCTION INVOLVING FOR ALL NEW OR REPLACEMENT CONSTRUCTION INVOLVING TREES WITHIN THE CITY RIGHT-OF WAY, METAL TREE GRATES SHOULD BE REMOVED AND DELIVERED TO THE CITY OF NORWALK OPERATIONS CENTER, OR DISPOSED OF AS INSTRUCTED BY THE CHIEF OF OPERATIONS AND PUBLIC WORKS, AND REPLACED WITH KBI FLEXI-PAVE AS INSTRUCTED ON THE KBI FLEXI-PAVE TREE SURROUND STANDARD DETAIL.
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3'-10 "34"
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1/4"/FT.
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4'-1"
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8'
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2'-5"
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2'-10 "34"
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HISTORIC STREET LIGHT AND POLE
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%%UTYPICAL HISTORIC LIGHT
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%%UPLAN
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PERVIOUS
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CONCRETE
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SIDEWALK
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ROAD SURFACE
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6" REVEAL
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3"
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PERVIOUS CONCRETE WALK W/ BRICK PAVER BAND
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6" PERVIOUS CONCRETE SIDEWALK SIDEWALK
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1 1/4" ASTM NO.8 FOR LEVELING COURSE
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4" X 8" X 2 3/8" PRECAST CONC. PAVER
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6" MIN. BASE AGGREGATE ASTM NO.57
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1 1/2" CHOKER COURSE AGGREGATE-ASTM NO.8
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UNCOMPACTED SUBGRADE SOIL
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GRANULAR BASE
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1'-0"
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5" X 16" GRANITE CURBING (SEE STD. DETAIL SHT. #9)
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1/4"/FT.
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GEOTEXTILE FABRIC AS ORDERED BY ENGINEER
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VARIES
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NOTES: 1. ALL GRADATIONS OF AGGREGATE ALL GRADATIONS OF AGGREGATE ARE WASHED AT THE QUARRY TO REMOVE DUST AND FINES. 2. SEE STANDARD DETAIL SHEETS FOR SEE STANDARD DETAIL SHEETS FOR GRANITE CURB INSTALLATION.
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PERVIOUS CONCRETE SIDEWALK PERMEABLE PAVERS TYPICAL TREE GRATE GRANITE CURB EXTENSION
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ORIGINAL ISSUE
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12/18/20
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CONCRETE NOTE: CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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MARCH, 2021
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SEE STANDARD PAVEMENT DETAIL
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NEOPRENE MODIFIED ASPHALT ADHESIVE (TYP.)
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CONCRETE PAVERS AND GRANITE CURB IN CROSSWALK
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12" THICK PROCESSED AGGREGATE BASE (TYP.)
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8" CLASS"C" CONCRETE W/6X6 10/10 WWM (SET TO MID DEPTH OF SLAB) (TYP.)
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4" DRAINHOLES 5' O.C.FILL WITH SAND AND COVER WITH MIRAFI 100X DRAINAGE FABRIC (TYP.)
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FLUSH SET GRANITE CURB EDGE RESTRAINT WITH 4" SAWCUT TO RECEIVE PAVERS (SEE STD. DETAIL SHT.#8)
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3/4" BIT. CONC. LEVELING BED (TYP.)
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CLASS "C" CONCRETE
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LATERAL SECTION
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MORTAR FILLED BROOMED JOINTS, 1 PART CEMENT, 3 PARTS DRY SHARP FINE SAND
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5"x10"x3 " CONC. BRICK PAVERS 18" CONC. BRICK PAVERS 45° HERRINGBONE PATTERN1 SOLDIER COURSE AT GRANITE CURB EDGE RESTRAINT (EACH SIDE)
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CONCRETE BRICK PAVER 45° HERRINGBONE PATTERN(CLAY RED)
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FLUSH SET GRANITE CURB EDGE RESTRAINT (BOTH EDGES TYP.)
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8' CROSSWALK WIDTH MIN.
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EDGE OF TRAVELWAY
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RAMP
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CONCRETE BRICK PAVER SOLDIER COURSE (CHARCOAL) (BOTH EDGES TYP.)
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PLAN VIEW
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CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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12" WH EPOXY (BOTH EDGES TYP.) FOR AT GRADE CROSSWALKS
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PRE-CAST CONC. PAVERS AS MFG. BY IDEAL CONC. BLOCK (OR APPROVED EQUAL). USE HERRING BONE PATTERN AS SHOWN. COLOR-RED CLAY
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4" WHITE EPOXY PAINT
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LOCATE TREE GRATE EQUI-DISTANT FROM EDGES OF GRANITE CURB & HANDICAP RAMP FLARE
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*6"
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FLUSH SET GRANITE CURB
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1 1/2" LIP MAX.
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*1 1/2"
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30°(typ)
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*6"
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FLUSH SET GRANITE CURB
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4" WHITE EPOXY PAINT USED TO DEFINE PARKING LANE
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FLUSH SET GRANITE CURB
10d
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#10d Precast Pavers.dwg, #10dPavers Misc-11x17, 4/13/2021 10:14:10 AM,DWG To PDF.pc3
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TYPE II
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TACTILE STRIP
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(BRICK RED)
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CONCRETE SIDEWALK RAMP (REFER TO CTDOT ADA RAMP STANDARDS)
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5" GRANITE STONE CURBING
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BRICK SIDEWALK BORDER PRECAST CONCRETE PAVERS AS SHOWN
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BITUMINOUS PAVEMENT
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24" OFFSET FOR CUT
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SOLDIER COURSE (CLAY RED)
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PRECAST CONCRETE PAVERS
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TACTILE STRIP
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(BRICK RED)
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CONCRETE SIDEWALK RAMP (REFER TO CTDOT ADA RAMP STANDARDS)
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5" GRANITE STONE CURBING
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BRICK SIDEWALK BORDER PRECAST CONCRETE PAVERS AS SHOWN
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BITUMINOUS PAVEMENT
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24" OFFSET FOR CUT
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END BRICK SIDEWALK BORDER AT COMPLETE CONCRETE PANEL JOINT NEAREST TO RAMP (TYP.)
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TYPE I
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PROJ. # :
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SCALE :
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DATE:
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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EAST NORWALK VILLAGE STANDARDS
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J.P.K.
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1'-0"
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6-3/4" CRUSHED & WASHED STONE BASE
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5" CL "C" CONC. W/ 6x6 10/10 WWM
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ROAD SURFACE
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5" X 16" GRANITE STONE CURBING
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CLASS "C" CONCRETE
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%%uSECTION A-A%%U
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6" REVEAL
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X
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X
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X
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X
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1-1/4" BEDDING SAND FOR LEVELING COURSE
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4" X 8" X 2-3/8" PRECAST CONC. PAVER
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3"
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X
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X
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X
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X
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X
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(SET TO MID DEPTH OF SLAB)
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(SEE STD. DETAIL SHT. #9)
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GRANULAR BASE
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SEE STANDARD PAVEMENT DETAIL
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NEOPRENE MODIFIED ASPHALT ADHESIVE (TYP.)
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PRECAST CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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12" THICK PROCESSED AGGREGATE BASE (TYP.)
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8" CLASS"C" CONCRETE W/6X6 10/10 WWM (SET TO MID DEPTH OF SLAB) (TYP.)
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4" DRAINHOLES 5' O.C.FILL WITH SAND AND COVER WITH MIRAFI 100X DRAINAGE FABRIC (TYP.)
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FLUSH SET GRANITE CURB FOR EDGE RESTRAINT WITH 4" SAWCUT TO RECEIVE PAVERS (SEE STD. DETAIL SHT.#9)
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3/4" BIT. CONC. LEVELING BED (TYP.)
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4" X 8" X 3-1/8" UNILOCK HOLLANDSTONE COLOR: GRANITE PATTERN:45° HERRINGBONE
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CLASS "C" CONCRETE
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LATERAL SECTION
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MORTAR FILLED BROOMED JOINTS, 1 PART CEMENT, 3 PARTS DRY SHARP FINE SAND
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PRECAST CONCRETE PAVERS AT SIDEWALK, CROSSWALK & RAMPS (TYPES I & II)
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12'-0" APART
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EXPANSION JT. @ APPROX.
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CONCRETE SIDEWALK
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A
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DIRECTION OF
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STIFF BROOM
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FINISH
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A
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TYPICAL SIDEWALK PLAN
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%%uPRECAST CONCRETE PAVERS%%U
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VANESSA N. VALADARES
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28346
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4'-0"
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(MAX.)
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6'-0"
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(MAX.)
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2'-0"
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2'-0"
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5'-0" SQ.
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(SEE PLANS FOR LAYOUT)
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SPACING OF CONC. PANELS AS SHOWN AT TREE SURROUND MUST BE MAINTAINED
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1-1/2" KBI FLEXI-PAVE (HD 2000)(FOREST BED)
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TREE SURROUND PLAN
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MARCH, 2021
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PRECAST CONCRETE PAVERS AT RAMP
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PRECAST CONCRETE PAVERS AT RAMP
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NOTE:
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2. REMOVE PLASTIC WRAP, TAGS AND WIRE.
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1. DO NOT CUT OR LOOSEN BURLAP BALL.
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6"
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COMPACTED BACKFILL MIXTURE
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5'-0" SQ.
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1-1/2" KBI FLEXI-PAVE (HD 2000)(FOREST BED)
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3" MIN. CLEARANCE OR AS PER ARBORIST RECOMMENDATION
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OPTIONAL 15" METAL TREE RING
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STABILIZED SUB BASE RECOMMENDED LIMEROCK BEARING RATIO (LBR) 40
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4-3/4" STONE COMPACTED BY HAND
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SURROUNDING AREA TO BE MATCHED AS PER PLAN AND CITY DETAILS
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KBI FLEXI-PAVE TREE SURROUND DETAIL
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FILTER FABRIC
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TAMPED BACKFILL MIXTURE CONSISTING OF URBAN TOPSOIL PLANTING MIX
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X
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X
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X
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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PROPOSED LUMINAIRE POLE
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PRECAST CONCRETE PAVERS (3) SOLDIER ROWS (CLAY RED)
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PRECAST CONCRETE PAVERS (3) SOLDIER ROWS (CLAY RED)
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PRECAST CONCRETE PAVERS (3) SOLDIER ROWS (CLAY RED)
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4" X 8" X 3-1/8" UNILOCK HOLLANDSTONE COLOR: GRANITE PATTERN:45° HERRINGBONE
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8' CROSSWALK WIDTH MIN.
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EDGE OF TRAVELWAY
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RAMP
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CONCRETE BRICK PAVER SOLDIER COURSE (GRANITE) (BOTH EDGES TYP.)
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PLAN VIEW
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PRECAST CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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FLUSH SET GRANITE CURB EDGE RESTRAINT (BOTH EDGES TYP.)
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PRECAST CONCRETE PAVERS (1) SOLDIER ROW (CLAY RED)
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48" MIN.
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48" MIN.
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CONCRETE PANEL (TYP.)
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SCORE JT. (TYP.)
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SCORE JT. (TYP.)
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12'-0" APART
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EXPANSION JT. @ APPROX.
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CONCRETE SIDEWALK
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5" GRANITE STONE CURBING
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5" GRANITE STONE CURBING
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5" GRANITE STONE CURBING
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PRECAST CONCRETE PAVERS (3) SOLDIER ROWS (CLAY RED)
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ORIGINAL ISSUE
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1
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2/2021
11
fjw1
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#11.dwg, #11Pavers XWALK-11x17, 4/13/2021 10:22:19 AM,DWG To PDF.pc3
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SEE D.P.W. STANDARD PAVEMENT DETAIL
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NEOPRENE MODIFIED ASPHALT ADHESIVE (TYP.)
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CONCRETE PAVERS AND GRANITE CURB IN RAISED CROSSWALK
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12" THICK PROCESSED AGGREGATE BASE (TYP.)
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8" CLASS "C" CONCRETE W/6X6 10/10 WWM (SET TO MID DEPTH OF SLAB) (TYP.)
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4" DRAINHOLES 5' O.C.FILL WITH SAND AND COVER WITH MIRAFI 100X DRAINAGE FABRIC (TYP.)
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FLUSH SET 5" x 16" GRANITE CURB EDGE RESTRAINT WITH 4" SAWCUT TO RECEIVE PAVERS. (EACH SIDE)
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3/4" BIT. CONC. LEVELING BED (TYP.)
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4"x8"x3 " CONC. BRICK PAVERS 18" CONC. BRICK PAVERS 45° HERRINGBONE PATTERN1 SOLDIER COURSE AT GRANITE CURB EDGE RESTRAINT (EACH SIDE)
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CLASS "C" CONCRETE
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MORTAR FILLED BROOMED JOINTS, 1 PART CEMENT, 3 PARTS DRY SHARP FINE SAND
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3" or 6" (ABOVE EX. PAVEMENT) * SEE SECTIONS BELOW
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8' MIN. (TYP.)
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8' MIN.
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C ROADWAY
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L
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C RAISED CROSSWALK
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6'-12'
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L
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CURB FACE
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CURB FACE
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3"
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6' MIN.
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RAISED CROSSWALK SECTIONS
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3"
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EXISTING PAVEMENT
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TACTILE PAD
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TACTILE PAD
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UNDISTURBED OR COMPACTED EARTH
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PROJ. # :
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SCALE :
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DATE:
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SHEET___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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NOT TO SCALE
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COMMITEE
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F.J.W.
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MARCH, 2021
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PRECAST CONCRETE PAVER & GRANITE CURB IN CROSSWALK AND RAISED CROSSWALK
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6' MIN.
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CONCRETE BRICK PAVER 45° HERRINGBONE PATTERN(CLAY RED)
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FLUSH SET GRANITE CURB EDGE RESTRAINT (BOTH EDGES TYP.)
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8' CROSSWALK WIDTH MIN.
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EDGE OF TRAVELWAY
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RAMP
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CONCRETE BRICK PAVER SOLDIER COURSE (CHARCOAL) (BOTH EDGES TYP.)
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PLAN VIEW
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CONCRETE PAVERS IN CROSSWALK AND TRAVELWAY
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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6' MIN. (3" ABOVE EX. PAVE.) * 12' MIN. (6" ABOVE EX. PAVE.) *
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6"
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6"
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12' MIN.
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12' MIN.
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6'-12'
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ORIGINAL ISSUE
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12/20
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EXISTING PAVEMENT
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12" WH EPOXY (BOTH EDGES TYP.) FOR AT GRADE CROSSWALKS
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18"
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6"
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MILL KEY ALL
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SIDES
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2"
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6'
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INSTALLATION DETAILS
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VANESSA N. VALADARES
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28346
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OUTSIDE EDGE RESTRAINTS
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5"
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3"
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12"
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CLASS "C" CONCRETE
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FLUSH SET GRANITE CURB EDGE RESTRAINT (EA. SIDE)
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4"-8"
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EXISTING PAVEMENT
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UNDISTURBED OR COMPACTED EARTH
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GRANULAR BASE
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WASHINGTON ST. AND N. WATER ST./MARSHALL ST. INTERSECTION
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NOTES: 1.) RAISED BRICK PAVER CROSSWALKS SHALL HAVE YIELD LINES (SHARK TEETH) INSTALLED ON THE APPROACHES TO RAMPS. 2.) AT GRADE CROSSWALKS WITH BRICK PAVERS SHALL HAVE A 12" MIN. WHITE EPOXY PAVEMENT INSTALLED ON THE OUTSIDE OF AND PARALLEL TO THE 2 GRANITE CURB EDGE RESTRAINTS. 3.) CLASS "C" MIN. 3300 PSI AT 28 DAYS or CLASS "F" MIN. 4400 PSI AT 28 DAYS.CLASS "F" MIN. 4400 PSI AT 28 DAYS.
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OUTSIDE EDGE RESTRAINTS
PEDESTRIAN LIGHT & POLEBY SPRING CITYOR APPROVED EQUAL
WAYPOINTE 3
4
EAST NORWALK VILLAGE DISTRICT 3
PEDESTRIAN LIGHT & POLEBY SPRING CITYOR APPROVED EQUAL
4
SONO T.O.D. & CEDAR ST. 3
PEDESTRIAN LIGHT & POLEBY SPRING CITYOR APPROVED EQUAL
4
4
BY KING LUMINAIREOR APPROVED EQUALROADWAY PENDENT LIGHT
12
4
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4'
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18"SQ.
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1" CONDUIT
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CONDUIT MIN. 30" BELOW FINISHED GRADE
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CONCRETE FOOTING CLASS "F"
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NOTE: INSTALL LIGHT FIXTURE PER MANUFACTURER'S RECOMMENDATIONS
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GROUND ROD (5/8"DIA. X 8')
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12 1/2" B.C.
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FINISHED GRADE
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R24"
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1"x45 DEGREE CHAMFER
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BOLT PROJECTION TO SPEC.
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38"CLR. MAX.
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ROADWAY
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FOUNDATION DETAIL PEDESTRIAN LIGHT POLE IN BRICK PAVERS
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(VERIFY BOLT CIRCLE WITH LAMP POST MANUFACTURER)
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TYPE 1 FOUNDATION DESIGN NOTES: 1. USE 1" X 40" ANCHOR BOLTS MADE FROM STEEL PER ASTM-1987E1, ROLLED THREADS PREFERRED, 4" THREAD, RIGHT ANGLE LEG, W/ 1" GALVANIZED HEX NUT AND A ROUND FLAT GALVANIZED WASHER. THREADED END TO BE GALVANIZED A MIN. OF 6". 2. CONCRETE AND CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH ACI CODE 318-1986. 3. MANUFACTURER'S ID AND MO/YR WHEN MANUFACTURED SHALL BE LEGIBLY IN/ON CONCRETE WITHIN 3" OF THE TOP. 4. CONDUIT SWEEP (MATERIAL AND RADIUS) TO BE APPROVED BY THE CITY OF NORWALK. 5. USE #8 CU FOR GROUND ROD JUMPER. 6. USE CLASS "F", 4400 PSI CONCRETE.
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AUGUSTA WITH 110 ALUMINUM FINIAL (DARK SKY COMPLIANT) 3'-3" 1'-6" DIAMETER CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95 POWDER COAT - RIVER TEXTURE GLOSS BLACK 80 WATT LED ELECTRONICALLY WIRED AT 120-277 VOLTS 2700K or 3000K TYPE III CROSSFIRE REFRACTIVE OPTICS (ASYMMETRIC DISTRIBUTION) FROSTED ACRYLIC FLAT PANEL B2-U0-G2 ALMAGS-LE080-EVX-2F2-(27or30)-CR3-YPLF-FPA-CU
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LUMINAIRE SPECIFICATIONS:
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STYLE: HEIGHT: PHOTOMETRIC CENTER: BASE: MATERIAL: FINISH: ACCESS DOOR: GROUND PROVISIONS: ANCHOR BOLTS: BOLT PROJECTION: TENON: CATALOG NO.: W/ RECEPTACLE:
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WASHINGTON 12P WITH DC TOP 12'-0" 14'-1" 17" DIAMETER CAST DUCTILE IRON PER A536-84 GRADE 65-45-12 PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS ACROLON - CLASSIC BLACK LOCATED IN BASE SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS DRILL AND TAP INSIDE WALL OF BASE OPPOSITE ACCESS DOOR TO ACCOMMODATE A 1/4"-20 GROUND STUD (STUD SUPPLIED BY OTHERS) (4) 3/4" DIA. X 24" LONG + 3" HOOK (FULLY GALVANIZED WITH 1 NUT AND 1 WASHER PER BOLT) 3" REQUIRED 3 1/2" DIA. X 3" HIGH (TO ACCEPT LUMINAIRE) DPSWSH-17-12.00-TN3.50-3.00-DC-GFWI-CB
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LAMP POST SPECIFICATIONS:
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STYLE: HEIGHT: WIDTH: MATERIAL:' FINISH: LAMPING: VOLTAGE: COLOR TEMP: OPTICS: PANEL: BUG RATING: CATALOG NO.
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A
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A
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SECTION A-A
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BASE PLATE DETAIL
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OF ACCESS DOOR AND RECEPTACLE (WHEN REQUIRED)
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OPTIONAL GFCI RECEPTACLE WITH WEATHER PROOF (WHILE IN USE) COVER. PLEASE SEE SECTION A-A FOR ORIENTATION INFORMATION (WHEN REQUIRED).
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ROADWAY
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CARE MUST BE TAKEN WHEN INSTALLING ANCHOR BASES TO ENSURE CORRECT ORIENTATION OF DOOR WITH RESPECT TO EDGE OF ROADWAY
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YORKTOWN LED LUMINAIRE (DARK SKY) 37" 20 1/2" HEXAGONAL CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95 FROSTED ACRYLIC FLAT PANEL POWDER COAT - RIVER TEXTURE GLOSS BLACK 40 WATT LED SYSTEM ELECTRONICALLY WIRED AT 120-277 VOLTS 2700K or 3000K TYPE III REFRACTIVE OPTICS (ASYMMETRIC DISTRIBUTION) B2-U0-G2 ALMYRK-M6-LE040-EVX-2F2-(27or30)-CR3-YPLF-FBR-CU
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LUMINAIRE SPECIFICATIONS:
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STYLE: HEIGHT: PHOTOMETRIC CENTER: BASE: MATERIAL: FINISH: ACCESS DOOR: GROUND PROVISIONS: ANCHOR BOLTS: BOLT PROJECTION: TENON: CATALOG NO.: W/ RECEPTACLE:
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WASHINGTON 12P WITH DC TOP 12'-0" 14'-0 3/4" 17" DIAMETER CAST DUCTILE IRON PER A536-84 GRADE 65-45-12 PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS ACROLON - CLASSIC BLACK LOCATED IN BASE SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS DRILL AND TAP INSIDE WALL OF BASE OPPOSITE ACCESS DOOR TO ACCOMMODATE A 1/4"-20 GROUND STUD (STUD SUPPLIED BY OTHERS) (4) 3/4" DIA. X 24" LONG + 3" HOOK (FULLY GALVANIZED WITH 1 GALVANIZED NUT AND 1 GALVANIZED WASHER PER BOLT) 3" REQUIRED 3" DIA. X 3" HIGH (TO ACCEPT LUMINAIRE) DPSWSH-17-12.00-TN3.00-3.00-DC-GFWI-CB
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LAMP POST SPECIFICATIONS:
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STYLE: HEIGHT: WIDTH: MATERIAL: PANEL: FINISH: LAMPING: VOLTAGE: COLOR TEMP.: OPTICAL SYSTEM: BUG RATING: CATALOG NO.:
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SECTION A-A
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BASE PLATE DETAIL N.T.S.
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FLAT PANEL LOCATED IN ROOF
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OPTIONAL 15 AMP, TAMPER AND WEATHER RESISTANT GFCI RECEPTACLE (COOPER INDUSTRIES #: TWRVGF15) SUPPLIED WITH WEATHER PROOF (WHILE IN USE) LOCKABLE BLACK ALUMINUM COVER (TAYMAC #: MX4280)
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A
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A
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OF ACCESS DOOR AND RECEPTACLE (WHEN REQUIRED)
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ROADWAY
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CARE MUST BE TAKEN WHEN INSTALLING ANCHOR BASES TO ENSURE CORRECT ORIENTATION OF DOOR WITH RESPECT TO EDGE OF ROADWAY
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LUMINAIRE SPECIFICATIONS
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STYLE: HEIGHT: WIDTH: MATERIAL: PANEL: FINISH: LAMPING: VOLTAGE: COLOR TEMP: OPTICAL SYSTEM: SURGE: BUG RATING: CATALOG NO.:
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WILLIAM AND MARY (LARGE) LED LUMINAIRE (FULL CUT-OFF)/(DARK SKY) 32 1/2" 16 7/8" OCTAGONAL CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95 LED GRADE FROSTED ACRYLIC FLAT PANEL POWDER COAT - RIVER TEXTURE GLOSS BLACK 40 WATT LED SYSTEM ELECTRONICALLY WIRED AT 120-277 VOLTS 2700K (INCANDESCENT WHITE) TYPE III REFRACTIVE OPTICS (ASYMMETRIC DISTRIBUTION) 10kV SURGE PROTECTION B1-U0-G1 ALMWML-LE040-EVX-2F2-27-CR3-YPLF-FED-CU
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STYLE: HEIGHT: LIGHT CENTER: BASE: MATERIAL: FINISH: ACCESS DOOR: GROUND PROVISIONS: ANCHOR BOLTS: BOLT PROJECTION: TENON: CATALOG NO.:
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WASHINGTON 12P WITH VILLA TOP 12'-0" 13'-4 1/2" 17" DIAMETER ONE PIECE, HEAVY WALL CAST DUCTILE IRON PER A536-84 GRADE 65-45-12 PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS ACROLON - CLASSIC BLACK LOCATED IN BASE SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS DRILL AND TAP INSIDE WALL OF BASE OPPOSITE ACCESS DOOR TO ACCOMMODATE A 1/4"-20 GROUND STUD (STUD SUPPLIED BY OTHERS) (4) 3/4" X 24" + 3" HOOK (FULLY GALVANIZED WITH 1 GALVANIZED NUT AND 1 GALVANIZED WASHER PER BOLT) 3" REQUIRED 7" DIA. X 3/4" HIGH (TO ACCEPT LUMINAIRE) DPSWSH-17-12.00-TN7.00-0.75-GFWI-VL-CB
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OF ACCESS DOOR & RECEPTACLE
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SECTION A-A
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N.T.S.
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LAMP POST SPECIFICATIONS
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15 AMP, TAMPER AND WEATHER RESISTANT GFCI RECEPTACLE (COOPER INDUSTRIES #: TWRVGF15) SUPPLIED WITH WEATHER PROOF (WEATHER PROOF WHILE IN USE) LOCKABLE ALUMINUM COVER (TAYMAC #: MX4280S) SEE SECTION A-A FOR ORIENTATION.
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A
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A
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ROADWAY
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CARE MUST BE TAKEN WHEN INSTALLING ANCHOR BASES TO ENSURE CORRECT ORIENTATION OF DOOR WITH RESPECT TO EDGE OF ROADWAY
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(TYPICAL)
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1 %%ULUMINAIRE SPECIFICATIONS
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QUANTITY:
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PAINT:
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3 %%UPOLE SPECIFICATIONS
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SHAFT MATERIAL:
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BASE MATERIAL:
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CATALOGUE NO.:
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TENON SIZE:
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TOP SIZE:
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ANCHOR BOLTS:
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OVERALL LENGTH:
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BOLT CIRCLE:
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BUTT SIZE:
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CATALOGUE NO.:
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2 %%UARM SPECIFICATIONS
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MATERIAL:
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PAINT:
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QUANTITY:
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SHAFT TAPER:
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%%UBASE PLAN DETAIL
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20'-0"
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ROADWAY
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6'-0"
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6'-0"
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12"
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ROADWAY
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DIRECTION
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ARM
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0.14"/FT.
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SMOOTH BLACK
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ALUMINUM
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4 1/2"
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20' 0"
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15"-16" %%C
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(4) 1" x 36"L
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KA72-T-1-6' (MOD)
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7"
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2 7/8" O.D. x 7" LONG
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SMOOTH BLACK
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KSB16FF-20-DR
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CAST ALUMINUM
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12 FLAT FLUTED FORMED STL.
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3a 15A/120V GFI DUPLEX RECEPTACLE
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OPTIONS:
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23' 7"
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LIGHT CENTER:
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1b
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1a
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1
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20"
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2
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3a
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3
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1a
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1b
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nts
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DUPLEX RECEPTACLE
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15" BOLT CIRCLE
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16" BOLT CIRCLE
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GRADE
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24 3/4" (REF.)
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24"
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ALUM. CAST 2 PIECE SPLIT BASE
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3" X 5" REINFORCED
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HANDHOLE BOX C/W
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COVERPLATE
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15"
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QUICK DISCONNECT
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SOLID STATE LIGHTING
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K282-P4FL-III-80(SSL)-7030
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CATALOGUE NO.:
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INPUT WATTAGE:
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LIGHT SOURCE:
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LINE VOLTAGE:
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QUANTITY:
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GLOBE MAT'L:
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IES CLASS.:
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FLAT ARRAY, FLAT LENS
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120V:277
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80W (7030 SERIES)
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TYPE III
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-120:277-(2.7Kor3K)-PBC-KPL20-WS
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X
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PAINT:
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SMOOTH BLACK
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OPTIONS:
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PHOTO BUTTON CELL
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KPL-20 LEVELING DEVICE
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CCT:
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2700K or 3000K
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WATTAGE SELECTOR
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BUG RATING: B2 U0 G2
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DOOR & LOGO LOCATION
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4" DIA. RAISED FLATSPOT FOR "CITY OF NORWALK" LOGO
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CARE MUST BE TAKEN WHEN INSTALLING ANCHOR BASES TO ENSURE CORRECT ORIENTATION OF DOOR WITH RESPECT TO EDGE OF ROADWAY
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(DARK SKY COMPLIANT)
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15" B.C.
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GROUND ROD (5/8"DIA. X 12')
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1 "14"
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6'-0"
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1" CONDUIT
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CONDUIT MIN. 30" BELOW FINISHED GRADE
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3/4" PVC " PVC PVC GROUND ROD SLEEVE
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R24"
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1" CONDUIT 24" SWEEP TYP.
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26" X 26" X 6' PRECAST CONCRETE TYPE 1 STANDARD ROADWAY PENDENT LIGHT FOUNDATION
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28" TYP.
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4"
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TYP.
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1"x45 DEGREE CHAMFER
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1/2"CLR. MAX.
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BOLT PROJECTION TO SPEC.
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(VERIFY BOLT CIRCLE WITH LAMP POST MANUFACTURER)
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26"SQ.
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ROADWAY
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CONCRETE FOOTING CLASS "F"
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2"
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MIN.
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2'-0"
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MAX.
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SUITABLE BACKFILL
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FINISHED GRADE
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12"
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RED WARNING TAPE ABOVE CONDUIT
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ONE OR MORE CONDUITS, QUANTITY TO BE AS SHOWN ON THE LOCATION PLANS.
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R.M.C. IN TRENCH OR UNDER ROADWAY
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4"MIN.
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PRINCIPAL ENGINEER
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CHECKED BY :
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CHECKED BY :
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DRAWN BY :
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DESIGNED BY :
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DATE
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P.E.#
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APPROVED BY:
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DATE
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P.E.#
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APPROVED BY:
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BY
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DATE
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REVISIONS
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DEPARTMENT OF PUBLIC WORKS
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CITY OF NORWALK
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SHEET ___ OF ___
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DATE :
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SCALE :
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DPW PROJ. :
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HISTORIC LIGHTS, LIGHT POLES, LIGHT POLE FOUNDATIONS & CONDUIT TRENCHING
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F.J.W.
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MARCH, 2021
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fjw
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1/18/17
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VANESSA N. VALADARES
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ANTHONY R. CARR
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28018
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28346
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ORIGINAL ISSUE
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1
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STANDARD DETAILS
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fjw
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9/17/20
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2
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REV. LUMINAIRE AND LAMP POST SPECS. PER SPRING CITY UPDATES
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fjw
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2/2021
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3
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ADDED EAST NORWALK VILLAGE DISTRICT LIGHT & POLE, AND PEDESTRIAN LIGHT & POLE LOCATION LABELS. CHANGED LUMINAIRE SPECIFICATION FOR 100W INPUT.
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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fjw
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10/6/21
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4
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ADD WATTAGE AND COLOR TEMP. NOTE REV. LOCATIONS & LUMINAIRE AND LAMP POST SPECS. PER SPRING CITY, KING & STRESSCRETE UPDATES
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NOTE: ALL REPLACEMENT LAMPING INPUT WATTAGE AND COLOR TEMPURATURE SHALL BE VERIFIED WITH THE CITY.
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NOT TO SCALE
fjw
13
fjw
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NOTE: RAISE AND PROTECT CATCH BASIN TOPS WITH
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RUNOFF
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%%USILT FENCE INSTALLATION%%U
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AT CATCH BASIN
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TWO STAKES PER BALE
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EROSION & SEDIMENTATION
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DEPARTMENT OF PUBLIC WORKS
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CITY OF NORWALK
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D) UPON ESTABLISHMENT OF GROUND COVER ON DISTURBED AREAS
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AND WHEN DIRECTED BY ENGINEER, HAY BALES WILL BE REMOVED
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AND USED AS MULCH. ANY SEDIMENTATION WILL BE THINLY SPREAD
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C) WHEN SEDIMENTATION DEPOSITS REACH WITHIN 3" OF THE TOP OF
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BALES, REMOVE SEDIMENTATION OR ADD ADDITIONAL BALES ON
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SEDIMENTATION DIRECTLY BEHIND FIRST ROW OF BALES AS
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B) BALES SHALL BE ONLY USED AS A TEMPORARY BARRIER AND FOR
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NO LONGER THAN 60 DAYS. THEY SHALL NOT BE USED ON A JOB
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ADJACENT TO A RESIDENTIAL NEIGHBORHOOD, RESIDENCES OR
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MADE. REMOVE HEAVY BRUSH AND FILL ALL VOIDS WITH
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PLACED WITHOUT A TRENCH IF GOOD GROUND CONTACT IS
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AND TIGHTLY BUTTED TOGETHER. BALES CAN BE SUCCESSFULLY
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A) IDEALLY, BALES SHOULD BE ENTRENCHED 2 TO 4 INCHES
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DATE
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P.E.#
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APPROVED BY:
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CHECKED BY :
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DRAWN BY :
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PRINCIPAL ENGINEER
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CHECKED BY :
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DESIGNED BY :
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APPROVED BY:
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DATE
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P.E.#
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N.T.S.
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SCALE :
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UPON ESTABLISHED GROUND COVER.
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REVISIONS
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BY
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DATE
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WATER FILTERED THROUGH
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GRAVEL FILL
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UPHILL EDGE
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BLOCKS TO RAISE
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BEFORE PAVING.
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WHEN ROADWAY IS BROUGHT UP TO SUBBASE
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PERMIT DRAINAGE TO ENTER STORM SYSTEMS,
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CRUSHED STONE AS SOON AS POSSIBLE TO
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%%U INSTALLATION DETAIL %%U
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%%U EROSION AND SEDIMENT CONTROL %%U
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%%USAND BAG CURB INLET SEDIMENT BARRIER%%U
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3' MIN.
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N.T.S.
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SANDBAGS OVERLAP ONTO CURB
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W/ENDS OVERLAPPED
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3 LAYERS OF SANDBAGS
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MIN.
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6'
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STONE DIKE IN LIEU OF THE FILTER FABRIC CHECK DAM.
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WHERE DIRECTED BY ENGINEERING, CONTRACTOR SHALL CONSTRUCT
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FILTER FABRIC
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FABRIC
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GRAVEL FILL AND FILTER
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BERM
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%%UHAY BALE INSTALLATION%%U
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LOOSE STRAW.
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DIRECTED BY ENGINEER.
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ADJACENT TO OR IN A WATERCOURSE.
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N.T.S.
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LOOSE STRAW
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FILL VOIDS WITH
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TO THE GROUND
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DEPTH OF 2" TO 4"
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ENTRENCH BALES TO A
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ON BALES ARE PARALLEL
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PLACE BALES SO BINDINGS
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FLOW
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STRUCTURE
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STORM SEWER
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FLOW
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ANY SEDIMENTATION WILL BE THINLY SPREAD
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UPON EXISTING GROUND COVER.
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F) UPON ESTABLISHMENT OF GROUND COVER ON
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DISTURBED AREAS AND WHEN DIRECTED BY
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THE ENGINEER, FENCE WILL BE REMOVED AND
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E) SILT FENCE SHALL NOT BE USED IN A WATER
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D) SEDIMENTATION DEPOSITS SHALL BE REMOVED
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WHEN IT REACHES 1/2 THE HEIGHT OF THE
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MINIMUM 6" OVERLAP. SECURELY SEALED.
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C) JOINTS ONLY AT SUPPORT POST WITH
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B) MAXIMUM POST SPACING IS 10 LF.
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A) MINIMUM LENGTH OF SILT FENCE IS 15 LF.
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COURSE.
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SILT FENCE.
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ANGLE
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%%USILT FENCE INSTALLATION DETAIL%%U
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6"
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6"
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FLOW
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BACKFILL
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FILTER FABRIC
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12" MIN.
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N.T.S.
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100%%d
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%%USEDIMENTATION CONTROL SYSTEM%%U
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%%UCATCH BASIN IN A DEPRESSION%%U
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AT CATCH BASIN
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%%UHAY BALE INSTALLATION%%U
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%%UFOR CATCH BASIN%%U
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N.T.S.
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STAKES - (2) EACH BALE
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ANCHOR WITH 2" X 2" X 3'
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FLOW
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STANDARD DETAILS
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DATE :
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PROJ. # :
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SHEET ___ OF ___
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CONTROL
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UPHILL SIDE OF BALES.
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EXCAVATED SOIL ON
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BACKFILL AND COMPACT
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STAKE
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MARCH, 2021
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FLOW
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CATCH BASIN
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FLOW
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AS NEEDED
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CROSS BRACES
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WOODEN LATERAL
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6"-12" INTO GRADE
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FILTER FABRIC TUCKED
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FLOW
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DRIVEN 12" MIN. INTO GROUND
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2" X 4" WOODEN STAKES
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FLOW
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%%UINLET SEDIMENT CONTROL DEVICE
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(SILT SACK)
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N.T.S.
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2/3/09
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1
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REDRAWN & REISSUED
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COMMITTEE
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F.J.W.
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N.T.S.
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ANTI-TRACKING PAD
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3/2/17
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2
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VANESSA N. VALADARES
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28346
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SHAKER PLATE
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N.T.S.
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3"
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6"
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6'± EA.20' MIN.
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AS SHOWN ON PLANS
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NOTE:
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PLATE MAY BE PLACED ON EXISTING PAVED SURFACE AT ENTRANCE/EXIT OF CONSTRUCTION SITE TO REDUCE TRACKING OF MUD AND DIRT ONTO PUBLIC ROADS.
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ADDED ANTI-TRACKING PAD & SHAKER PLATE
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
142
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#14.dwg, #14-11x17, 4/13/2021 11:17:43 AM,DWG To PDF.pc3
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24"
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N.T.S.
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%%U TYPICAL METER POST INSTALLATION
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SIDEWALK
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2"NOM. I.D.X 2.375"O.D. X 52"LG. GALV. STEEL PIPE
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(2) .375" WEEP HOLES
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3"
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#3 X 6"LONG PIN OR 60 PENNY NAIL
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CONCRETE FOOTING
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3"
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CURB
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36"
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ROAD SURFACE
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12"
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42"
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6"
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6"
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6"
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DIRECTION
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OF TRAVEL
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GRADE
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DIRECTION
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OF TRAVEL
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GRADE
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CONCRETE OR BIT. CONC.
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SIDEWALK
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4" SCH 40 OR 80 PVC PIPE X 6" LG.
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SET FLUSH WITH PROPOSED GRADE.
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1" CLR (MIN.)
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%%UBREAKAWAY CHANNEL POST
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IN SIDEWALK INSTALLATION
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LIGHTLY TAMPED SAND
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DIRECTION
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OF TRAVEL
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NTS
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LIGHTLY COMPACTED
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FILL
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NOTES:
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1. CORE BORE 4" X 6"DP. IF EXISTING
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BRICK, CONC., OR BIT. CONC.
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2. MATERIALS TO MEET CTDOT FORM
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816 SPECIFICATIONS AS
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SUPPLEMENTED.
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2"
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LIGHTLY COMPACTED
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FILL
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STONE DUST
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LEVELING COURSE
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CONCRETE BRICK PAVER
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CONCRETE BASE
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FOR PAVERS
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6"
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6"
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TAMPED SAND
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STANDARD DETAILS
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PROJ. # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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PRINCIPAL ENGINEER OF DESIGN
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AS NOTED
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MARCH, 2021
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ANTHONY R. CARR
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28018
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28346
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COMMITTEE
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F.J.W.
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TYPICAL METER POST AND BREAKAWAY CHANNEL POST INSTALLATION
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ORIGINAL ISSUE
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1
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12/7/11
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fjw
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ADDED METER POST INSTALLATION
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2
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4/23/19
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fjw
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VANESSA N. VALADARES
1 fjw
2 fjw
2
6
5
3 fjw
4
fjw
5
44
5
fjw
55
WATER COURSEDRAINS TO
WATER COURSEDRAINS TO
6 fjw
6
Q:\CAD\StandardDetailDrawings 1-21 (12_17_2020)(2_5_21)\DWG\#6.dwg, #6-11x17 (Pdf), 6/7/2021 1:39:42 PM,DWG To PDF.pc3
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FILTER USED SHALL BE FROM D.P.W. APPROVED SUPPLIERS LIST:
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%%UCATCH BASIN FILTER INSERT NOTES
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1.) USE FILTER INSERTS WHERE SHOWN ON DESIGN PLANS
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AND TOP OF PIPE INLET OR OUTLET.
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2.) ALLOW 24" MINIMUM CLEARANCE BETWEEN BOTTOM OF GRATE
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3.) INSTALL AND MAINTAIN ACCORDING TO MANUFACTURERS
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RECOMMENDATIONS.
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OR AS REQUIRED BY D.P.W. ENGINEERING.
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"ULTRA-URBAN FILTER W/SMART SPONGE FILTER MEDIA"
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-ABTECH INDUSTRIES, SCOTTSDALE, AZ, 1-800-543-8999
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"TRANSPO ENVIROSAFE MODULAR STORMWATER CATCH BASIN FILTER"
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-TRANSPO INDUSTRIES, NEW ROCHELLE, NY, 1-914-636-1000
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OR OTHER APPROVED FILTER.
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PROJ # :
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SCALE :
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DATE :
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SHEET ___ OF ___
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CITY OF NORWALK
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DEPARTMENT OF PUBLIC WORKS
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REVISIONS
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DATE
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BY
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APPROVED BY:
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P.E.#
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DATE
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APPROVED BY:
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P.E.#
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DATE
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DESIGNED BY :
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DRAWN BY :
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CHECKED BY :
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CHECKED BY :
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PRINCIPAL ENGINEER OF DESIGN
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AS NOTED
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4'-4"
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%%USTANDARD CATCH BASIN DETAIL
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N.T.S.
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VARIES
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6"
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24"
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12"
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12"
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6"
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5'-4"
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8"
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TYP.
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8"(TYP)
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SUMP
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RISER
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12" RISER
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12" REDUCER
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6" SPACER
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SEE DETAIL-THIS SHEET
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GRANITE CURB INLET
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SET IN MORTAR
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WHERE GRANITE CURB IS USED
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NOTE: TO BE USED IN ALL AREAS
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%%UGRANITE CURB CATCH BASIN%%U
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A
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GRANITE
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B
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FRAME & GRATE
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CURB INLET
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A
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CATCH BASIN DIMENSIONS
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B
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SUMPS, BASE SLABS
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PERTAINING TO
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TYPE 1 BASIN FOR DETAILS
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REFER TO STANDARD
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10"
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6"
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4'-0"
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5'-0"
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6"
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3'-0"
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6'-0"
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1'-6"
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RAD. (TYP)
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3" MIN.
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%%UGRANITE CURB INLET%%U
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7 1/2"
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3"R
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NOM.
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3"
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16" MIN.
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NOTES:
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SECTION A-A
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"
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SECTION B-B
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%%UTYPE "C" CONC. CURB%%U
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12"
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12"
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1'-8
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3
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8
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3
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2'-6
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8
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2"
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"
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12"
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2'-8
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4
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3
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1'-3
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%%UTYPE "CL" TOP%%U
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%%U CATCH BASIN TOP DETAILS
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N.T.S.
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5"
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8"
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15
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8
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16
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SECTION B-B
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12"
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1'-8
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8
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3
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"
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12"
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7
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1
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"
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2
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8"
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12"
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"
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10"
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"
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15
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16
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1"
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2"
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"
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12"
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SECTION A-A
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3
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3
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3
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16
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"
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10
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1'-8
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10
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8
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"
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"
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16
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12"
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2'-8
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4
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"
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3
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2"
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4'-4
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15
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16
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B
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A
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B
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2"
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"
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5
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16
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8
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A
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A
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"
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3'-1
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3
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"
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4
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5
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8
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16
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B
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"
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B
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A
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3"
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3'-0"
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1'-7
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3
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"
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8
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"DRAINS TO WATER COURSE" DETAIL
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GRANITE CURB INLET CATCH BASIN
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STANDARD CATCH BASIN
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2'-8
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SECTION A-A
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12"
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3
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"
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4
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12"
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3'-1
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7
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"
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2
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1
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4
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"
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3
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A
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B
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B
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A
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SECTION B-B
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2"
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2"
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7
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1
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2
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"
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%%UTYPE "C-M" TOP
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3"
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SECTION B-B
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SECTION A-A
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2' SUMP
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(TYP.)
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5'-0"
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4'-0"
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AND A MAXIMUM OF THREE
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COURSES OF CONC. BRICK
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ADJUST TO GRADE WITH
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A MINIMUM OF ONE
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4/28/09
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REDRAWN & REISSUED
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VANESSA N. VALADARES
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28346
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COMMITTEE
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F.J.W.
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4'-4"
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%%USHALLOW CATCH BASIN DETAIL
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N.T.S.
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6"
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4'-6"
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5'-4"
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8"
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TYP.
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FULL SUMP
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2' SUMP
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(TYP.)
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AND A MAXIMUM OF THREE
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COURSES OF CONC. BRICK
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ADJUST TO GRADE WITH
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A MINIMUM OF ONE
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8"
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TYP.
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RISER
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SHALLOW CATCH BASIN
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WITH FORM 816 ARTICLE M.06.03.
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NOTE: ALL STEEL GRATES AND FRAMES
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TO BE GALVANIZED IN CONFORMANCE
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8/13/09
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REV FILTER INSERT NOTE
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6"
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(TYP.)
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6"
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(TYP.)
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PLACE C.B. ON 6"
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BEDDING MAT'L
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6"
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(TYP.)
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6"
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(TYP.)
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PLACE C.B. ON 6"
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BEDDING MAT'L
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1/25/11
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MODIFIED CATCH BASIN GRATE
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3/6/17
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ALL C.B.'S CONSTRUCTED, MODIFIED OR REPLACED SHALL HAVE "DRAINS TO WATER COURSE" CAST INTO THE CATCH BASIN TOP. THIS IS A NO PAY ITEM TO BE INCLUDED IN C.B. COSTS.
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THE WORDS "DRAINS TO WATER COURSE" SHALL BE CAST INTO THE CATCH BASIN TOP USING 1 1/2" LETTERS.
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12/6/12
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MOD. CATCH BASIN WALL THICKNESS,
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8"(TYP)
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NOTE: TYPE "CL" CATCH BASIN TOP SHOWN. SEE CATCH BASIN TOP DETAILS (ABOVE) CATCH BASIN TOP DETAILS (ABOVE) (ABOVE) FOR OTHER CB TOP STYLES.
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DESC. & KNOCKOUT NOTE
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NOTE: TYPE "CL" CATCH BASIN TOP SHOWN. SEE CATCH BASIN TOP DETAILS (ABOVE) CATCH BASIN TOP DETAILS (ABOVE) (ABOVE) FOR OTHER CB TOP STYLES.
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CONC. BRICK & MORTAR FILLED JOINT
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CONC. BRICK & MORTAR FILLED JOINT
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NOTES: 1. ALL CATCH BASIN COMPONENTS TO BE PRE-CAST REINFORCED CONCRETE, ABLE TO WITHSTAND THE APPLIED EARTH LOADS WITH AN HS-20 TRUCK LOAD. ALL JOINTS ARE TO BE MORTARED. CATCH BASIN SHALL CONFORM TO ASTM C478. 2. KNOCK OUTS ARE TO BE APPLIED ONLY AS REQ'D TO ACCOMMODATE PIPES LOCATED PER PROJECT DESIGN.
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NOTES: 1. ALL CATCH BASIN COMPONENTS TO BE PRE-CAST REINFORCED CONCRETE, ABLE TO WITHSTAND THE APPLIED EARTH LOADS WITH AN HS-20 TRUCK LOAD. ALL JOINTS ARE TO BE MORTARED. CATCH BASIN SHALL CONFORM TO ASTM C478. 2. KNOCK OUTS ARE TO BE APPLIED ONLY AS REQ'D TO ACCOMMODATE PIPES LOCATED PER PROJECT DESIGN.
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1.
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2.
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NEW CB W/"DRAINS TO WATER COURSE" NOTE & NEW CB GRATE DESC.
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TYPE 'A' GALVANIZED STEEL GRATE PER CTDOT STD SHT. HW-507_08
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TYPE "C" TYPE "CL" TYPE "C-M" CATCH BASIN TOPS
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STANDARD DETAILS
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MARCH, 2021
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CHIEF OF OPERATIONS AND PUBLIC WORKS
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ANTHONY R. CARR
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28018
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6/7/21
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ADD NOTE 3- REF. FORM 818 ARTICLE M.06.03
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ALL STEEL GRATES AND FRAMES TO BE GALVANIZED IN CONFORMANCE WITH FORM 818 ARTICLE M.06.03.
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3.