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CAST-IN-PLACE CONCRETE CURB - NYSDOT Home

7" MAX. 7" MAX. EXISTING CONCRETE . PAVEMENT. 5" MIN. 3" MIN. " MIN. 2". 701-05 CONCRETE GROUTING cast IN. MATERIAL OR 701-07 1" MAX. 9" MAX. 9" MAX. place curb . ANCHORING MATERIALS. 9". 1". 3". 7" MIN. 7" MIN. 12". " PITCH. 6". 1" TOWARDS 7" 2" 2" ". 1" d HOLE. ROADWAY HMA OR PCC HMA OR PCC CHAMFER CHAMFER. HMA OR PCC HMA OR PCC. OPTIONAL OPTIONAL. PAVEMENT SURFACE. (PAVEMENT OR (PAVEMENT OR (PAVEMENT OR (PAVEMENT OR R=1" R=1". c 6". 6". PAVEMENT SURFACE. SHOULDER) SHOULDER) SHOULDER) SHOULDER). PAV'T THICK. 4". PAV'T THICK. 4". R=1". 16". PAV'T THICK. PAV'T THICK. + 6". + 6". R=1". + 4". + 4". R=1". 1". R=1". R=1". 2". BACK MAY BACK MAY. R=1". 6" 6" 6" 6". BE SLOPED BE SLOPED. 4" 5". HALF THICKNESS AWAY FROM VERTICAL VERTICAL AWAY FROM. OF PAYMENT FACE FACE FACE FACE. SUBBASE (SEE PLAN SUBBASE (SEE PLAN SUBBASE (SEE PLAN SUBBASE (SEE PLAN.))))

r=1†" r=1" r=1†" r=1†" r=1" r=1" r=1†" r=1†" r=1†" r=1" pav’t material pav’t material c 62%%d 44%%d precast concrete, stone, and granite

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  Cast, Concrete, Place, Curb, Cast in place concrete curb

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Transcription of CAST-IN-PLACE CONCRETE CURB - NYSDOT Home

1 7" MAX. 7" MAX. EXISTING CONCRETE . PAVEMENT. 5" MIN. 3" MIN. " MIN. 2". 701-05 CONCRETE GROUTING cast IN. MATERIAL OR 701-07 1" MAX. 9" MAX. 9" MAX. place curb . ANCHORING MATERIALS. 9". 1". 3". 7" MIN. 7" MIN. 12". " PITCH. 6". 1" TOWARDS 7" 2" 2" ". 1" d HOLE. ROADWAY HMA OR PCC HMA OR PCC CHAMFER CHAMFER. HMA OR PCC HMA OR PCC. OPTIONAL OPTIONAL. PAVEMENT SURFACE. (PAVEMENT OR (PAVEMENT OR (PAVEMENT OR (PAVEMENT OR R=1" R=1". c 6". 6". PAVEMENT SURFACE. SHOULDER) SHOULDER) SHOULDER) SHOULDER). PAV'T THICK. 4". PAV'T THICK. 4". R=1". 16". PAV'T THICK. PAV'T THICK. + 6". + 6". R=1". + 4". + 4". R=1". 1". R=1". R=1". 2". BACK MAY BACK MAY. R=1". 6" 6" 6" 6". BE SLOPED BE SLOPED. 4" 5". HALF THICKNESS AWAY FROM VERTICAL VERTICAL AWAY FROM. OF PAYMENT FACE FACE FACE FACE. SUBBASE (SEE PLAN SUBBASE (SEE PLAN SUBBASE (SEE PLAN SUBBASE (SEE PLAN.))))

2 #6 BAR GRADE 60 CORROSION. TYPICAL SECTION) TYPICAL SECTION) TYPICAL SECTION) TYPICAL SECTION). RESISTANT EPOXY COATING. TYPE VF150 TYPE M150 TYPE M100 TYPE T100 curb ANCHOR. BOTTOM MAY BE SLOPED. (VERTICAL FACED curb WITHOUT curb ANCHOR) (MOUNTABLE curb WITHOUT curb ANCHOR) (MOUNTABLE curb WITHOUT curb ANCHOR) (TRAVERSABLE curb ) (NEW curb BY EXISTING PAVEMENT). (SEE NOTE 4) (SEE NOTE 5). PCC TYPE PVF150 TYPE PM100. PAVEMENT (VERTICAL FACED curb ) (MOUNTABLE curb ). 9" MAX. 9" MAX. cast IN. 7" MIN. 9" 7" MIN. place curb PRECAST CONCRETE curb . " PITCH. 1" TOWARDS 7" 2" 2". ROADWAY 1" MIN. 12". PCC PCC PCC. PAVEMENT PAVEMENT PAVEMENT ". HMA OR PCC. 6". 6". PAV'T THICK. 4". PAV'T THICK. R=1". PAV'T THICK. R=1" (PAVEMENT OR. R=1" c + 6". + 6". 4". SHOULDER). + 4". 2". 1". R=1" R=1". 6" 6" 6". CORROSION RESISTANT.

3 16". SUBBASE (SEE PLAN SUBBASE (SEE PLAN SUBBASE (SEE PLAN. TYPICAL SECTION) TYPICAL SECTION) TYPICAL SECTION) HALF THICKNESS EPOXY COATING. OF PAYMENT (EXCEPT THREADS). TYPE VF 150A TYPE M 150A TYPE M 100A curb ANCHOR. (VERTICAL FACED curb WITH curb ANCHOR) (VERTICAL FACED curb WITH curb ANCHOR) (MOUNTABLE curb WITH curb ANCHOR) (NEW CONSTRUCTION). 6". (SEE curb ANCHOR DETAILS) (SEE curb ANCHOR DETAILS) (SEE curb ANCHOR DETAILS) (SEE NOTE 2). (SEE NOTE 4) (SEE NOTE 5). SUBBASE (SEE PLAN. CAST-IN-PLACE CONCRETE curb TYPICAL SECTION). TYPE PT 100. (TRAVERSABLE curb ). PRECAST CONCRETE curb . 31" MIN. - 33" MAX. ANCHOR REQUIRED 31" MIN. - 33" MAX. ANCHOR REQUIRED. WITH PCC PAVEMENT 9" MAX. 1" MAX. WITH PCC PAVEMENT 9" MAX. OR SHOULDER (SEE 1" 7" MIN. curb BACKFILL. OR SHOULDER (SEE 7" MIN. BACKFILL. " PITCH.))

4 curb ANCHOR DETAILS). TOWARDS curb ANCHOR DETAILS). ROADWAY 2" curb . CONCRETE BACKING AT EACH. CONTINUOUS CONCRETE . 6" MIN. JOINT. place A MIN. OF 12". HMA OR PCC 6" MIN. BACKING TO TOP OF PAVEMENT. PAVEMENT. HMA OR PCC. 6". THICKNESS. ON EACH SIDE OF JOINT. 12" MIN. (PAVEMENT OR. 4". (PAVEMENT OR HOT MIX ASPHALT CONCRETE (RIGID). 10" MIN. SHOULDER). SHOULDER) (FLEXIBLE) PAVEMENT PAVEMENT OR SHOULDER. 6". R=1". 6". 1". R=1". R=1". SUBBASE (SEE PLAN. SUBBASE (SEE PLAN. TYPICAL SECTION). TYPICAL SECTION). 3". 3". GROUT 705-21 OR 701-04. TYPE VF150G TYPE M100G. (VERTICAL FACED curb AND GUTTER) (MOUNTABLE curb AND GUTTER) 6" MIN. 6" MIN. curb ON BED curb ON BED. (SEE y 609) (SEE y 609). CAST-IN-PLACE CONCRETE curb AND GUTTER PRECAST CONCRETE , STONE, AND GRANITE PRECAST CONCRETE , STONE, AND GRANITE. curb WITH FLEXIBLE PAVEMENT curb WITH RIGID PAVEMENT.

5 BEDDING AND BACKFILL BEDDING AND BACKFILL. HOT MIX ASPHALT curb HOT MIX ASPHALT curb . APPLY TACK COAT OF APPLY TACK COAT OF. NOTES: EMULSIFIED ASPHALT EMULSIFIED ASPHALT. R=2" R=2" R=2" STATE OF NEW YORK. 1. USE curb AND curb AND GUTTER MEETING THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF. FILE NAME = IP_PWP:d0109553\ SECTION 609 OF THE STANDARD SPECIFICATIONS. DEPARTMENT OF TRANSPORTATION. AREA = AREA = 1". 1". 6". 6". 44%. 62%. = = 2. curb ANCHOR (NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF curb ANCHORS. PUSH-IN. %d %d CUSTOMARY STANDARD SHEET. DATE/TIME = 06-NOV-2008 15:03. TYPE ANCHORS MAY BE USED (SHOWN ON THE STANDARD SHEET FOR LONGITUDINAL TIES). 8" VARIES 8" VARIES 3. curb TYPES M150A, VF150A AND M100A REQUIRE curb ANCHOR. curb AND GUTTER TYPES VF150G. CONCRETE curb , AND M100G REQUIRE ANCHORS WHEN PLACED ADJACENT TO CONCRETE PAVEMENT OR SHOULDER.

6 curb AND GUTTER, USER = jturley PAV'T MATERIAL PAV'T MATERIAL. 4. WHEN VERTICAL FACED curb LESS THAN 9" WIDE IS USED WITH curb BOXES CU1, CU2, AND CU3 AND AND HOT MIX ASPHALT curb . CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS curb , SEE STANDARD SHEET MISCELLANEOUS. curb DETAILS FOR curb BOX JOINTS. APPROVED SEPTEMBER 19, 2008 ISSUED UNDER EB 08-036. VERTICAL FACED TYPE MOUNTABLE TYPE. 5. USE WITH curb BOXES, CM1, CM2, AND CM3. /S/ DANIEL D'ANGELO, 609-03. HOT MIX ASPHALT curb DEPUTY CHIEF ENGINEER. EFFECTIVE DATE: 01/08/09 (DESIGN).


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