Construction_Details.pdf

PDF 2 MB Posted Oct 17, 2023

Attached to: Greenleaf St. Stabilization
Solicitation number: 2023-IFB-269
Issued by: Allegheny County, Philadelphia City, Pennsylvania

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Written by GovTribe AI · Jun 27, 2025

This document is a comprehensive set of construction details from the City of Pittsburgh Standards of Construction, specifically Appendix B, which details various infrastructure and street improvement specifications. The document includes detailed technical drawings and specifications for concrete deep curbs (SC-100), reinforced concrete sidewalks (SC-500), bituminous pavement for primary and secondary streets (SC-501a), granite curbs (SC-501b), and multiple types of curb ramps ranging from Type 1 to Type 100 with various landing configurations (SC-502a through SC-502i). The final section (PL-200) provides planting considerations for street trees within right-of-way areas.

Each technical drawing provides precise measurements, material specifications, and installation guidelines for urban infrastructure components. The specifications cover critical details such as aggregate base layers, concrete classes, joint placement, slope requirements, and accessibility considerations for curb ramps. Notably, the drawings emphasize compliance with ADA standards, specifying detectable warning surfaces, maximum slope requirements, and clear zone considerations. The street tree section includes guidelines for planting area minimums, spacing requirements, utility line considerations, and pedestrian movement clearances. These standards are designed to ensure consistent, safe, and standardized construction practices across the City of Pittsburgh's infrastructure projects.

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APPENDIX B CONSTRUCTION DETAILS

SC-100 CONCRETE DEEP CURB

SC-500 REINFORCED CONCRETE SIDEWALK

SC-501a BITUMINOUS PAVEMENT FOR PRIMARY AND SECONDARY STREETS

SC-501b GRANITE CURB

SC-502a TYPE 1 CURB RAMP, 6’ SIDEWALK

SC-502b TYPE 1 CURB RAMP, 5’ SIDEWALK

SC-502c TYPE 2 CURB RAMP, 4’ LANDING

SC-502d TYPE 2 CURB RAMP, 3’ LANDING

SC-502e TYPE 3 CURB RAMP, 4’ LANDING

SC-502f TYPE 3 CURB RAMP, 3’ LANDING

SC-502g TYPE 4 CURB RAMP

SC-502h TYPE 100 CURB RAMP, 4’ LANDING

SC-502i TYPE 100 CURB RAMP, 3’ LANDING

PL-200 STREET TREE ROOT ZONE REQUIREMENTS

SC-100

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#4 STEEL BAR

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12" EXPANSION JOINT

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SIDEWALK

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CLASS 1 GEOTEXTILE, THREE SIDES

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4" DIAMETER MIN. PERFORATED PIPE; CONNECT TO CURB INLET PIPE

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COMPACTED 2A AGGREGATE UNDERDRAIN

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316" TO " THK. STYROFOAM12" THK. STYROFOAM

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STREET PAVEMENT

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COMPACTED AGGREGATE

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COMPACTED SUBGRADE

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CLASS "AAA" CONCRETE CURB

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CLASS 1 GEOTEXTILE, THREE SIDES

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4" DIAMETER MIN. PERFORATED PIPE; CONNECT TO CURB INLET PIPE

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STREET PAVEMENT

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SIDEWALK

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#4 STEEL BAR

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12" EXPANSION JOINT

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COMPACTED AGGREGATE

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COMPACTED SUBGRADE

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COMPACTED 2A AGGREGATE UNDERDRAIN

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CLASS "AAA" CONCRETE CURB

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316" TO " THK. STYROFOAM12" THK. STYROFOAM

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SCALE: 1" = 10'

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CONCRETE DEEP CURB

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1. 4" REVEAL PERMITTED WHEN FIELD CONDITIONS DO NOT ALLOW STANDARD 7" REVEAL; USE OF 4" 4" REVEAL PERMITTED WHEN FIELD CONDITIONS DO NOT ALLOW STANDARD 7" REVEAL; USE OF 4" OR OTHER REVEAL HEIGHT TO BE APPROVED BY DPW PRIOR TO OBTAINING STREET OR SIDEWALK OPENING PERMITS. 2. CURB CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM OF 10'-0", AND SHALL COINCIDE CURB CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM OF 10'-0", AND SHALL COINCIDE WITH TRANSVERSE JOINTS IN PAVEMENT AND/OR BASE. 3. EXTEND ALL PAVEMENT JOINTS THROUGH CURB. EXTEND ALL PAVEMENT JOINTS THROUGH CURB. 4. ALL CONCRETE CURB SHALL BE CURED BY THE SAME METHOD AS CONCRETE PAVEMENT OR BASE ALL CONCRETE CURB SHALL BE CURED BY THE SAME METHOD AS CONCRETE PAVEMENT OR BASE COURSE. 5. PERFORATED PIPE MAY BE OMITTED FROM UNDERDRAIN AS DIRECTED BY THE DPW.PERFORATED PIPE MAY BE OMITTED FROM UNDERDRAIN AS DIRECTED BY THE DPW.

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7" REVEAL

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4" REVEAL

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DATE

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DATE OF REVISION

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MADE BY

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

STANDARDS OF CONSTRUCTION

SC-500

CONCRETE AS SPECIFIED

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PROVIDE EXPANSION JOINT AT NO MORE THAN 15' SPACING UNLESS OTHERWISE DIRECTED.

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SEALANT (POLYURETHANE-BASED, ELASTOMERIC SEALANT)

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12" PREMOLDED JOINT MATERIAL (FULL DEPTH)

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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SCORING JOINT

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CONCRETE AS SPECIFIED

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12" X " CAULK12" CAULK

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EXPANSION JOINT AND SEALANT AS SPECIFIED BY DPW

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COMPACTED SUBGRADE

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CONTROL JOINT

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6" X 6" - W2.9 X W2.9 WELDED WIRE FABRIC

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4" NO. 2A OR AASHTO #57 (2B) AGGREGATE

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12" X " CAULK12" CAULK

AutoCAD SHX Text TYPE "AAA" CONCRETE SIDEWALK; BROOM FINISH, UNLESS OTHERWISE SPECIFIED OR TO MATCH EXISTING CONDITIONS

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EXPANSION JOINT AND SEALANT AS SPECIFIED BY DPW

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CONTROL JOINT

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6" X 6" - W1.4 X W1.4 WELDED WIRE FABRIC

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COMPACTED SUBGRADE

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4" NO. 2A OR AASHTO #57 (2B) AGGREGATE

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EXPANSION JOINT

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CONTROL JOINT

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LANDSCAPED BUFFER

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CURB

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STREET

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EXPANSION JOINT

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CURB

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STREET

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PLAN

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NOT TO SCALE

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NOT TO SCALE

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4" SECTION

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SCALE: 1" = 10'

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1. 4" REINFORCED SIDEWALK REQUIRED IN AREAS OF PERSONAL VEHICLE LOADING AND/OR TRAFFIC, OR 4" REINFORCED SIDEWALK REQUIRED IN AREAS OF PERSONAL VEHICLE LOADING AND/OR TRAFFIC, OR WHERE SUCH USE ARE EXPECTED, OR WHERE MANDATED BY THE DPW. 2. PADOT CLASS "AAA" SHALL HAVE COMPRESSIVE CAPACITY OF 4,000 PSI AT 28 DAYS. PADOT CLASS "AAA" SHALL HAVE COMPRESSIVE CAPACITY OF 4,000 PSI AT 28 DAYS. 3. ALL PAVEMENT JOINTS SHALL BE EXTENDED THROUGH CURB WHEN COINCIDENTAL WITH CURB JOINT. ALL PAVEMENT JOINTS SHALL BE EXTENDED THROUGH CURB WHEN COINCIDENTAL WITH CURB JOINT. 4. EACH PAD SHALL NOT EXCEED 36.0 SF.EACH PAD SHALL NOT EXCEED 36.0 SF.

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6" SECTION

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SCALE: 1" = 10'

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SCALE: 1" = 40' U.O.N.

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REINFORCED CONCRETE SIDEWALK

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ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

SC-501a

1 " MIN. WEARING COURSE12" MIN. WEARING COURSE

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2 " MIN. BINDER COURSE12" MIN. BINDER COURSE

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10" MIN. CONCRETE BASE COURSE

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8" COMPACTED 2A AGGREGATE SUB-BASE

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COMPACTED SUB-GRADE

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1 " MIN. WEARING COURSE12" MIN. WEARING COURSE

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2" MIN. BINDER COURSE

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10" MIN. CONCRETE BASE COURSE

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8" COMPACTED 2A AGGREGATE SUB-BASE

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COMPACTED SUB-GRADE

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SCALE: 1" = 5'

AutoCAD SHX Text BITUMINOUS PAVEMENT FOR PRIMARY (ARTERIAL AND COLLECTOR) AND SECONDARY (LOCAL) STREETS

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PRIMARY STREETS

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SECONDARY STREETS

AutoCAD SHX Text NOTES: 1. HOT MIX BITUMINOUS ONLY, PER CURRENT EDITION OF PENNDOT PUBLICATION 408. HOT MIX BITUMINOUS ONLY, PER CURRENT EDITION OF PENNDOT PUBLICATION 408. 2. WEARING COURSE: COMPACTED, 9.5MM, PG 76-22. WEARING COURSE: COMPACTED, 9.5MM, PG 76-22. 3. BINDER COURSE: COMPACTED, 19MM, PG 76-22. BINDER COURSE: COMPACTED, 19MM, PG 76-22. 4. DPW MAY ALLOW PG 64-22 ON SECONDARY STREETS IF STREET IS NOT A TRUCK OR BUS ROUTE. DPW MAY ALLOW PG 64-22 ON SECONDARY STREETS IF STREET IS NOT A TRUCK OR BUS ROUTE. 5. RIGID BASE COURSE: PENNDOT TYPE "AA" CONCRETE, OR ALTERNATE MATERIAL TO MATCH EXISTING RIGID BASE COURSE: PENNDOT TYPE "AA" CONCRETE, OR ALTERNATE MATERIAL TO MATCH EXISTING AS DIRECTED BY THE DEPARTMENT OF PUBLIC WORKS. 6. AGGREGATE SUB-BASE: COMPACTED TO STANDARDS OF CURRENT EDITION OF PENNDOT PUBLICATION AGGREGATE SUB-BASE: COMPACTED TO STANDARDS OF CURRENT EDITION OF PENNDOT PUBLICATION 408, SECTION 400. 7. ESAL DESIGN RANGE: 3 TO 30 MILLION. ESAL DESIGN RANGE: 3 TO 30 MILLION. 8. DESIGN TO BE BASED ON CURRENT EDITION OF PENNDOT PUBLICATION 242.DESIGN TO BE BASED ON CURRENT EDITION OF PENNDOT PUBLICATION 242.

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MADE BY

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

PENN AVENUE

SC-501b

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316" TO " STYROFOAM12" STYROFOAM

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STREET PAVEMENT

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COMPACTED 2A AGGREGATE UNDERDRAIN

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SIDEWALK

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GRANITE CURB

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34" MORTAR SETTING BED

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4" DIAMETER MIN. PERFORATED PIPE; CONNECT TO CURB INLET PIPE

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4" CLASS "AA" CONCRETE BASE

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3"X12"X12" GRANITE STRIP

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14" BACKER ROD AND CAULKING (FOUR SIDES)

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14" APPROVED EXPANSION JOINT MATERIAL

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COMPACTED AGGREGATE

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COMPACTED SUBGRADE

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CLASS "AA" CONCRETE BASE

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SEE DETAIL, THIS SHEET

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STREET PAVEMENT

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4" HIGH ETCHING

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GRANITE CURB

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14' BACKER ROD AND CAULKING

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GRANITE STRIP

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EXPOSED AGGREGATE SIDEWALK

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WEARING COURSE

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BINDER COURSE

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BASE COURSE

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COMPACTED 2A AGGREGATE SUB-BASE

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COMPACTED SUB-GRADE

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TACK COAT

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SCALE: 1" = 5'

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GRANITE CURB SECTION

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MILL AND BITUMINOUS OVERLAY FOR ALL STREETS

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SCALE: 1" = 10'

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GRANITE CURB

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GRANITE STRIP DETAIL

AutoCAD SHX Text NOTES: 1. GRANITE CURB FOR USE IN CENTRAL BUSINESS GRANITE CURB FOR USE IN CENTRAL BUSINESS DISTRICT AND NORTH SIDE NEIGHBORHOODS. 2. PERFORATED PIPE SIZE TO BE APPROVED BY THE PERFORATED PIPE SIZE TO BE APPROVED BY THE DPW. 3. EXTEND ALL PAVEMENT JOINTS THROUGH CURB. EXTEND ALL PAVEMENT JOINTS THROUGH CURB. 4. PERFORATED PIPE MAY BE OMITTED FROM UNDERDRAIN PERFORATED PIPE MAY BE OMITTED FROM UNDERDRAIN AS DIRECTED BY THE DPW. 5. STREET NAME SECTION TO BE ON LINEAR SEGMENTS STREET NAME SECTION TO BE ON LINEAR SEGMENTS ONLY, AT FULL REVEAL. 6. STREET NAME SECTIONS TO BE INSTALLED CLOSE TO STREET NAME SECTIONS TO BE INSTALLED CLOSE TO STREET INTERSECTIONS.

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ASSISTANT DIRECTOR OF DPW

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

SC-502a

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2'X4' DETECTABLE WARNING SURFACE(S); TRIM WIDTH AS REQUIRED TO FIT.

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EXPANSION JOINT

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ADJACENT WALL OR STRUCTURE / EDGE OF VEGETATED AREA

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12:1 TRANSITION TO FULL REVEAL

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DEPRESSED CURB

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12:1 TRANSITION TO FULL REVEAL; IF NO CURB EXISTS, TRANSITION TO ZERO REVEAL.

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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FACE OF DEPRESSED CURB

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LANDSCAPED BUFFER

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CONTROL JOINT

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CONCRETE DEEP CURB

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ROADWAY ELEVATION

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12:1 TRANSITION TO DEPRESSED CURB

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ADJACENT WALL OR STRUCTURE

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5" AGGREGATE SUBBASE

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DETECTABLE WARNING SURFACE

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6" REINFORCED CONCRETE CURB RAMP

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SEE DEPRESSED CURB DETAIL

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12:1 MAX.

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ROADWAY ELEVATION

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ADJACENT WALL OR STRUCTURE

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RAMP AND AGGREGATE SECTION

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2A STONE CURB DRAIN

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CONCRETE DEEP CURB

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ROADWAY SECTION; DEPTH VARIES

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12" EPOXY COATED REBAR AND HOOK BOLT

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CLASS 1 GEOTEXTILE ALL AROUND

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38" COMPRESSIBLE FOAM BACKER ROD

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POLYURETHANE, NON-SAG CAULK

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INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

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SCALE: 1" = 5' U.O.N.

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TYPE 1 CURB RAMP, 6' SIDEWALK

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PLAN

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SECTION A-A

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SECTION B-B

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NOT TO SCALE

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NOT TO SCALE

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DEPRESSED CURB

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EXPANSION JOINT

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN COMMONWEALTH OF PENNSYLVANIA IF DAMAGED DURING CONSTRUCTION. 2. DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, WET-SET; DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, WET-SET; COLOR: FEDERAL YELLOW (33538) FOR ALL ZONES, PER ADA SOLUTIONS, INC. PART NO. 2436IDPAV2 OR EQUAL. 3. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. 4. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. 5. INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS WILL NOT INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS WILL NOT BE ACCEPTED. 6. SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE MAXIMUM SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE MAXIMUM SLOPES ARE EXCEEDED. 7. CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL LANES CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL LANES FOR RAMP TO BE COMPLIANT. 8. THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF EXISTING THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF EXISTING SITE CONDITIONS DO NOT OTHERWISE ALLOW THE RAMP TO BE CONSTRUCTED AS DEPICTED IN THIS DRAWING, AN ALTERED VERSION CAN BE CONSTRUCTED, CONTINGENT UPON REVIEW AND APPROVAL OF TECHNICAL INFEASIBILITY FORM.

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DIRECTOR OF DPW

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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CITY OF PITTSBURGH

SC-502b

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2'X4' DETECTABLE WARNING SURFACE(S); TRIM WIDTH AS REQUIRED TO FIT.

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EXPANSION JOINT

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ADJACENT WALL OR STRUCTURE / EDGE OF VEGETATED AREA

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FACE OF DEPRESSED CURB

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DEPRESSED CURB

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12:1 TRANSITION TO FULL REVEAL; IF NO CURB EXISTS, TRANSITION TO ZERO REVEAL.

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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CONTROL JOINT

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CONCRETE DEEP CURB

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ROADWAY ELEVATION

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12:1 TRANSITION TO DEPRESSED CURB

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ADJACENT WALL OR STRUCTURE

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RAMP AND AGGREGATE SECTION

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2A STONE CURB DRAIN

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CONCRETE DEEP CURB

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ROADWAY SECTION; DEPTH VARIES

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12" EPOXY COATED REBAR AND HOOK BOLT

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CLASS 1 GEOTEXTILE ALL AROUND

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DETECTABLE WARNING SURFACE

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6" REINFORCED CONCRETE CURB RAMP

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SEE DEPRESSED CURB DETAIL

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12:1 MAX.

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ROADWAY ELEVATION

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ADJACENT WALL OR STRUCTURE

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5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

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38" COMPRESSIBLE FOAM BACKER ROD

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POLYURETHANE, NON-SAG CAULK

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INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

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SCALE: 1" = 5' U.O.N.

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TYPE 1 CURB RAMP, 5' SIDEWALK

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PLAN

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SECTION A-A

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SECTION B-B

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NOT TO SCALE

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NOT TO SCALE

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DEPRESSED CURB

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EXPANSION JOINT

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DIRECTOR OF DPW

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

A B

B A

SC-502c

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BUILDING/STRUCTURE

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EXPANSION JOINT

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EXPANSION JOINT

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2'X4' DETECTABLE WARNING SURFACE

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10:1 MAX. TRANSITION TO FULL REVEAL; DISTANCE VARIES

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FACE OF DEPRESSED CURB

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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2'-0" MIN.

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10:1 MAX. TRANSITION TO FULL REVEAL; DISTANCE VARIES

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CROSSWALK LIMIT

AutoCAD SHX Text 10'R

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END RADIAL CURB AT FULL REVEAL

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END RADIAL CURB AT FULL REVEAL

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2'-0" MIN.

AutoCAD SHX Text 4'x4' CLEAR ZONE

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CONTROL JOINT, BOTH SIDES

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DEPRESSED CURB

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BEGIN RADIAL CURB; 10:1 TRANSITION TO DEPRESSED CURB

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END RADIAL CURB; 10:1 TRANSITION TO FULL REVEAL

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ROADWAY ELEVATION

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CONCRETE DEEP CURB

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FLARED SURFACE; 12:1 MAX., BOTH SIDES

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DETECTABLE WARNING SURFACE

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CONCRETE RAMP AT 12:1 MAX.

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CONCRETE DEEP CURB

AutoCAD SHX Text 12:1

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

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2A STONE CURB DRAIN

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CONCRETE DEEP CURB

AutoCAD SHX Text

ROADWAY SECTION; DEPTH VARIES

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12" EPOXY COATED REBAR AND HOOK BOLT

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CLASS 1 GEOTEXTILE ALL AROUND

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38" COMPRESSIBLE FOAM BACKER ROD

AutoCAD SHX Text

POLYURETHANE, NON-SAG CAULK

AutoCAD SHX Text

INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text

12:1 MAX.

AutoCAD SHX Text 50:1

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

6" REINFORCED CONCRETE CURB RAMP

AutoCAD SHX Text

SEE DEPRESSED CURB DETAIL

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ROADWAY ELEVATION

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ADJACENT WALL OR STRUCTURE

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5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text

SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 2 CURB RAMP, 4' LANDING

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SECTION A-A

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SECTION B-B

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DEPRESSED CURB

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EXPANSION JOINT

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NOT TO SCALE

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NOT TO SCALE

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PLAN

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NOT TO SCALE

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NOT TO SCALE

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ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

A B

B A

SC-502d

AutoCAD SHX Text 12:1

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RAMP AND AGGREGATE SECTION

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2A STONE CURB DRAIN

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CONCRETE DEEP CURB

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ROADWAY SECTION; DEPTH VARIES

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12" EPOXY COATED REBAR AND HOOK BOLT

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CLASS 1 GEOTEXTILE ALL AROUND

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38" COMPRESSIBLE FOAM BACKER ROD

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POLYURETHANE, NON-SAG CAULK

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INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text 12:1

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BUILDING OR OTHER STRUCTURE

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EXPANSION JOINT

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FACE OF CURB, FULL REVEAL

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EXPANSION JOINT

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FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 50:1

AutoCAD SHX Text

3' LANDING

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2'X4' DETECTABLE WARNING SURFACE

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12:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

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FACE OF DEPRESSED CURB

AutoCAD SHX Text 4'x4' CLEAR ZONE

AutoCAD SHX Text 12:1

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CONTROL JOINT, BOTH SIDES

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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2'-0" MIN.

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12:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

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CROSSWALK LIMIT

AutoCAD SHX Text 10'R

AutoCAD SHX Text

END RADIAL CURB

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END RADIAL CURB

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2'-0" MIN.

AutoCAD SHX Text 4'x4' CLEAR ZONE

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DETECTABLE WARNING SURFACE

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CONCRETE RAMP AT 12:1 MAX.

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FLARED SURFACE; 12:1 MAX., BOTH SIDES

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END RADIAL CURB

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BEGIN RADIAL CURB

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ROADWAY ELEVATION

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CONCRETE DEEP CURB

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DEPRESSED CURB

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12:1 TRANSITION TO DEPRESSED CURB

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12:1 TRANSITION TO DEPRESSED CURB

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CONCRETE DEEP CURB

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DETECTABLE WARNING SURFACE

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6" REINFORCED CONCRETE CURB RAMP

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SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text

12:1 MAX.

AutoCAD SHX Text 50:1

AutoCAD SHX Text

5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

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ROADWAY ELEVATION

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ADJACENT WALL OR STRUCTURE

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SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 2 CURB RAMP, 3' LANDING

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SECTION A-A

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SECTION B-B

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PLAN

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NOT TO SCALE

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NOT TO SCALE

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DEPRESSED CURB

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EXPANSION JOINT

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN COMMONWEALTH OF PENNSYLVANIA IF DAMAGED DURING CONSTRUCTION. 2. DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, WET-SET; COLOR: FEDERAL YELLOW (33538) FOR ALL ZONES, PER ADA SOLUTIONS, INC. PART NO. 2436IDPAV2 OR EQUAL. 3. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. 4. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. 5. INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS WILL NOT BE ACCEPTED. 6. SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE MAXIMUM SLOPES ARE EXCEEDED. 7. CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL LANES FOR RAMP TO BE COMPLIANT. 8. WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A 12:1 SLOPE. 9. THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF EXISTING SITE CONDITIONS DO NOT OTHERWISE ALLOW THE RAMP TO BE CONSTRUCTED AS DEPICTED IN THIS DRAWING, AN ALTERED VERSION CAN BE CONSTRUCTED, CONTINGENT UPON REVIEW AND APPROVAL OF TECHNICAL INFEASIBILITY FORM.

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ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

B B

SC-502e

AutoCAD SHX Text 10:1

AutoCAD SHX Text 50:1

AutoCAD SHX Text

2'X4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text 4'x4' CLEAR ZONE

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TRANSITION TO FULL REVEAL

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TRANSITION TO FULL REVEAL

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FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 12:1

AutoCAD SHX Text

ADJACENT WALL OR STRUCTURE / EDGE OF VEGETATED AREA

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

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CROSSWALK LIMIT

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CROSSWALK LIMIT

AutoCAD SHX Text

CONTROL JOINT, BOTH SIDES

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10:1 TRANSITION TO DEPRESSED CURB

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ROADWAY ELEVATION

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DEPRESSED CURB

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DETECTABLE WARNING SURFACE

AutoCAD SHX Text

CONCRETE RAMP AT 12:1 MAX.

AutoCAD SHX Text

FLARED SURFACE; 10:1 MAX., BOTH SIDES

AutoCAD SHX Text

10:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

6" REINFORCED CONCRETE CURB RAMP

AutoCAD SHX Text

SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text

12:1 MAX.

AutoCAD SHX Text 50:1

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

ADJACENT WALL OR STRUCTURE

AutoCAD SHX Text

5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text 12:1

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

AutoCAD SHX Text

2A STONE CURB DRAIN

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

ROADWAY SECTION; DEPTH VARIES

AutoCAD SHX Text

12" EPOXY COATED REBAR AND HOOK BOLT

AutoCAD SHX Text

CLASS 1 GEOTEXTILE ALL AROUND

AutoCAD SHX Text

38" COMPRESSIBLE FOAM BACKER ROD

AutoCAD SHX Text

POLYURETHANE, NON-SAG CAULK

AutoCAD SHX Text

INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text

SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 3 CURB RAMP, 4' LANDING

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PLAN

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SECTION A-A

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SECTION B-B

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NOT TO SCALE

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NOT TO SCALE

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DEPRESSED CURB

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NOT TO SCALE

AutoCAD SHX Text

EXPANSION JOINT

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NOT TO SCALE

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ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

SC-502f

AutoCAD SHX Text 12:1

AutoCAD SHX Text 50:1

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text 4'x4' CLEAR ZONE

AutoCAD SHX Text

TRANSITION TO FULL REVEAL

AutoCAD SHX Text

TRANSITION TO FULL REVEAL

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 12:1

AutoCAD SHX Text

ADJACENT WALL OR STRUCTURE / EDGE OF VEGETATED AREA

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text

2'X4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text

CONTROL JOINT, BOTH SIDES

AutoCAD SHX Text 2'x4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text

CONCRETE RAMP AT 12:1 MAX.

AutoCAD SHX Text

FLARED SURFACE; 12:1 MAX., BOTH SIDES

AutoCAD SHX Text

12:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

12:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text

12:1 MAX.

AutoCAD SHX Text 50:1

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

6" REINFORCED CONCRETE CURB RAMP

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text

ADJACENT WALL OR STRUCTURE

AutoCAD SHX Text

5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text 12:1

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

AutoCAD SHX Text

2A STONE CURB DRAIN

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

ROADWAY SECTION; DEPTH VARIES

AutoCAD SHX Text

12" EPOXY COATED REBAR AND HOOK BOLT

AutoCAD SHX Text

CLASS 1 GEOTEXTILE ALL AROUND

AutoCAD SHX Text

38" COMPRESSIBLE FOAM BACKER ROD

AutoCAD SHX Text

POLYURETHANE, NON-SAG CAULK

AutoCAD SHX Text

INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

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SECTION B-B

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text

DEPRESSED CURB

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NOT TO SCALE

AutoCAD SHX Text

EXPANSION JOINT

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NOT TO SCALE

AutoCAD SHX Text

SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 3 CURB RAMP, 3' LANDING

AutoCAD SHX Text

ASSISTANT DIRECTOR OF DPW

AutoCAD SHX Text

DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

B B

SC-502g

AutoCAD SHX Text 12:1

AutoCAD SHX Text

2'X4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text 12:1

AutoCAD SHX Text 8"x24" CURB CHEEK WALL; TRANSITION TO FULL REVEAL

AutoCAD SHX Text

12:1 TRANSITION TO FULL REVEAL

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12:1 TRANSITION TO FULL REVEAL

AutoCAD SHX Text 4'x4' CLEAR ZONE

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 50:1

AutoCAD SHX Text 12:1

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text 50:1

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

FLARED SURFACE; 12:1 MAX., BOTH SIDES

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12:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

CONCRETE CHEEK WALL

AutoCAD SHX Text

12:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text 2'x4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text

CONCRETE RAMP AT 12:1 MAX.

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

6" REINFORCED CONCRETE CURB RAMP

AutoCAD SHX Text

SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text 12:1

AutoCAD SHX Text 50:1

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

SEE CURB CHEEK WALL DETAIL

AutoCAD SHX Text

5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text

2A STONE CURB DRAIN

AutoCAD SHX Text

8" CONCRETE CURB CHEEK WALL

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

12" EPOXY COATED REBAR AND HOOK BOLT

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

AutoCAD SHX Text

CLASS 1 GEOTEXTILE

AutoCAD SHX Text

CLASS 1 GEOTEXTILE

AutoCAD SHX Text 12:1

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

AutoCAD SHX Text

2A STONE CURB DRAIN

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

ROADWAY SECTION; DEPTH VARIES

AutoCAD SHX Text

12" EPOXY COATED REBAR AND HOOK BOLT

AutoCAD SHX Text

CLASS 1 GEOTEXTILE ALL AROUND

AutoCAD SHX Text

38" COMPRESSIBLE FOAM BACKER ROD

AutoCAD SHX Text

POLYURETHANE, NON-SAG CAULK

AutoCAD SHX Text

INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text

SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 4 CURB RAMP

AutoCAD SHX Text

PLAN

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SECTION A-A

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NOT TO SCALE

AutoCAD SHX Text

SECTION B-B

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NOT TO SCALE

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CURB CHEEK WALL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ASSISTANT DIRECTOR OF DPW

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE OF REVISION

AutoCAD SHX Text

MADE BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

AutoCAD SHX Text

STREETS DIVISION, MANAGER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CITY OF PITTSBURGH

SC-502h

AutoCAD SHX Text

38" COMPRESSIBLE FOAM BACKER ROD

AutoCAD SHX Text

POLYURETHANE, NON-SAG CAULK

AutoCAD SHX Text

INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

AutoCAD SHX Text 12:1

AutoCAD SHX Text

RAMP AND AGGREGATE SECTION

AutoCAD SHX Text

2A STONE CURB DRAIN

AutoCAD SHX Text

CONCRETE DEEP CURB

AutoCAD SHX Text

ROADWAY SECTION; DEPTH VARIES

AutoCAD SHX Text

12" EPOXY COATED REBAR AND HOOK BOLT

AutoCAD SHX Text

CLASS 1 GEOTEXTILE ALL AROUND

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

6" REINFORCED CONCRETE CURB RAMP

AutoCAD SHX Text

SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

AutoCAD SHX Text

12:1 MAX.

AutoCAD SHX Text 50:1

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

ADJACENT WALL OR STRUCTURE

AutoCAD SHX Text

5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text

BUILDING OR OTHER STRUCTURE

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 50:1

AutoCAD SHX Text

2'X4' DETECTABLE WARNING SURFACE

AutoCAD SHX Text

10:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

AutoCAD SHX Text

FACE OF DEPRESSED CURB

AutoCAD SHX Text 10:1

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text

10:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text 10'R

AutoCAD SHX Text

BEGIN RADIAL CURB

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END RADIAL CURB

AutoCAD SHX Text 10:1

AutoCAD SHX Text 50:1

AutoCAD SHX Text

10:1 TRANSITION TO FULL REVEAL

AutoCAD SHX Text

CROSSWALK LIMIT

AutoCAD SHX Text 12:1

AutoCAD SHX Text

FACE OF CURB, FULL REVEAL

AutoCAD SHX Text

10:1 TRANSITION TO FULL REVEAL

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

CONTROL JOINT, BOTH SIDES

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text 2'x4' DETECTABLE WARNING SURFACE (TYP.)

AutoCAD SHX Text

CONCRETE RAMP AT 12:1 MAX.

AutoCAD SHX Text

FLARED SURFACE; 10:1 MAX., TYP.

AutoCAD SHX Text

BEGIN RADIAL CURB

AutoCAD SHX Text

10:1 TRANSITION TO DEPRESSED CURB

AutoCAD SHX Text

ROADWAY ELEVATION

AutoCAD SHX Text

DEEP CURB

AutoCAD SHX Text

10:1 TRANSITION

AutoCAD SHX Text

END RADIAL CURB

AutoCAD SHX Text

10:1 TRANSITION TO FULL REVEAL

AutoCAD SHX Text

SCALE: 1" = 5' U.O.N.

AutoCAD SHX Text

TYPE 100 CURB RAMP, 4' LANDING

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

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NOT TO SCALE

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXPANSION JOINT

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN COMMONWEALTH OF PENNSYLVANIA IF DAMAGED DURING CONSTRUCTION. 2. DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, WET-SET; COLOR: FEDERAL YELLOW (33538) FOR ALL ZONES, PER ADA SOLUTIONS, INC. PART NO. 2436IDPAV2 OR EQUAL. 3. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. 4. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. 5. INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS WILL NOT BE ACCEPTED. 6. SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE MAXIMUM SLOPES ARE EXCEEDED. 7. CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL LANES FOR RAMP TO BE COMPLIANT. 8. WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A 12:1 SLOPE. 9. THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF EXISTING SITE CONDITIONS DO NOT OTHERWISE ALLOW THE RAMP TO BE CONSTRUCTED AS DEPICTED IN THIS DRAWING, AN ALTERED VERSION CAN BE CONSTRUCTED, CONTINGENT UPON REVIEW AND APPROVAL OF TECHNICAL INFEASIBILITY FORM.

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ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

B B

SC-502i

AutoCAD SHX Text 2'x4' DETECTABLE WARNING SURFACE

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CONCRETE RAMP AT 12:1 MAX.

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FLARED SURFACE; 12:1 MAX., TYP.

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BEGIN RADIAL CURB

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12:1 TRANSITION TO DEPRESSED CURB

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ROADWAY ELEVATION

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CONCRETE DEEP CURB

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10:1 TRANSITION, BOTH SIDES

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END RADIAL CURB

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12:1 TRANSITION TO DEPRESSED CURB

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CONCRETE DEEP CURB

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BUILDING OR OTHER STRUCTURE

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CONTROL JOINT, BOTH SIDES

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FACE OF CURB, FULL REVEAL

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EXPANSION JOINT

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FACE OF CURB, FULL REVEAL

AutoCAD SHX Text 50:1

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2'X4' DETECTABLE WARNING SURFACE

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12:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

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FACE OF DEPRESSED CURB

AutoCAD SHX Text 12:1

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CROSSWALK LIMIT

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CROSSWALK LIMIT

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12:1 TRANSITION TO FULL REVEAL; DISTANCE VARIES

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CROSSWALK LIMIT

AutoCAD SHX Text 10'R

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BEGIN RADIAL CURB

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END RADIAL CURB

AutoCAD SHX Text 12:1

AutoCAD SHX Text 10:1

AutoCAD SHX Text 50:1

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10:1 TRANSITION TO FULL REVEAL

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CROSSWALK LIMIT

AutoCAD SHX Text 12:1

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FACE OF CURB, FULL REVEAL

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10:1 TRANSITION TO FULL REVEAL

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EXPANSION JOINT

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CONTROL JOINT

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DETECTABLE WARNING SURFACE

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6" REINFORCED CONCRETE CURB RAMP

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SEE DEPRESSED CURB DETAIL

AutoCAD SHX Text 6 x 6 x W4.0 X W4.0 WELDED WIRE FABRIC

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12:1 MAX.

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ROADWAY ELEVATION

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ADJACENT WALL OR STRUCTURE

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5" 2A OR AASHTO #57 (2B) AGGREGATE SUBBASE

AutoCAD SHX Text 12:1

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RAMP AND AGGREGATE SECTION

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2A STONE CURB DRAIN

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CONCRETE DEEP CURB

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ROADWAY SECTION; DEPTH VARIES

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12" EPOXY COATED REBAR AND HOOK BOLT

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CLASS 1 GEOTEXTILE ALL AROUND

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38" COMPRESSIBLE FOAM BACKER ROD

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POLYURETHANE, NON-SAG CAULK

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INSTALL EXPANSION JOINT ALL AROUND WHERE INDICATED ON PLAN.

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SCALE: 1" = 5' U.O.N.

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TYPE 100 CURB RAMP, 3' LANDING

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PLAN

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SECTION A-A

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NOT TO SCALE

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SECTION B-B

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NOT TO SCALE

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DEPRESSED CURB

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NOT TO SCALE

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EXPANSION JOINT

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN CITY MONUMENTS ARE TO BE REPAIRED OR REPLACED BY P.L.S. LICENSED IN COMMONWEALTH OF PENNSYLVANIA IF DAMAGED DURING CONSTRUCTION. 2. DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, DETECTABLE WARNING SURFACE (DWS) TO BE CAST-IN-PLACE, REPLACEABLE, WET-SET; COLOR: FEDERAL YELLOW (33538) FOR ALL ZONES, PER ADA SOLUTIONS, INC. PART NO. 2436IDPAV2 OR EQUAL. 3. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. USE ONLY A CONCRETE COATING AND SEALER THAT IS CLEAR WHEN CURED. 4. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. CONCRETE TO BE PENNDOT CLASS "AAA" AT BOTH CURB RAMP AND DWS PAD. 5. INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS INSTALL CURBS SEPARATELY FROM HANDICAP CURB RAMPS. MONOLITHIC POURS WILL NOT BE ACCEPTED. 6. SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE SLOPES GIVEN ARE THE MAXIMUM. RAMPS WILL NOT BE ACCEPTED IF THE MAXIMUM SLOPES ARE EXCEEDED. 7. CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL CLEAR ZONE MUST BE ENTIRELY WITHIN CROSSWALK LINES AND OUT OF TRAVEL LANES FOR RAMP TO BE COMPLIANT. 8. WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A WHEN 4' LANDING CANNOT BE INSTALLED, SIDE TRANSITIONS MUST NOT EXCEED A 12:1 SLOPE. 9. THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF THIS HANDICAP RAMP DETAIL IS A STANDARD FOR IDEAL SITE CONDITIONS. IF EXISTING SITE CONDITIONS DO NOT OTHERWISE ALLOW THE RAMP TO BE CONSTRUCTED AS DEPICTED IN THIS DRAWING, AN ALTERED VERSION CAN BE CONSTRUCTED, CONTINGENT UPON REVIEW AND APPROVAL OF TECHNICAL INFEASIBILITY FORM.

AutoCAD SHX Text

ASSISTANT DIRECTOR OF DPW

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DATE

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DATE OF REVISION

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MADE BY

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CHECKED BY

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DESCRIPTION

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DIRECTOR OF DPW

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DATE

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TRAFFIC DIVISION, MANAGER

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DATE

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STREETS DIVISION, MANAGER

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DATE

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CITY OF PITTSBURGH

STOP

PL-200

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SIDEWALK

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PLANTING STRIP

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CURB

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MULCH OR LANDSCAPE

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TREE

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AREA OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.