2-07 Stormwater Details.pdf
PDF 870 KB Posted
- Solicitation number
- Not on record
- Issued by
- Bucks County, Pennsylvania
About this file
This technical detail sheet comprises engineering drawings for stormwater inlet repair and replacement work as part of Bristol Township's 2026 Road Paving, Inlet Replacement, and Curb Ramp Program in Bucks County, Pennsylvania. The document, prepared by Gilmore & Associates, Inc., provides specifications for three primary inlet configurations: Type 'C' inlets (standard 2x4 configuration), Type 'M' inlets, and custom oversized precast concrete inlet boxes designed to accommodate existing parallel and crossing pipes. The drawings detail dimensions, reinforcement requirements, material specifications, and installation procedures for inlet components including concrete top units, structural steel grates, grade adjustment rings, and associated backfill and restoration work. All construction must comply with PennDOT Publication 408 standards and specifications outlined on page RC-46M of the Commonwealth of Pennsylvania Department of Transportation Bureau of Design Standards for Roadway Construction. The project encompasses replacement of existing city-style inlets with new standard or oversized inlet structures, with restoration of roadway surfaces and lawn areas following completion.
The technical specifications require adherence to established material standards including AASHTO 57 stone, PennDOT Class 1 geotextile fabric for perforated pipes, and specific asphalt courses (wearing course and base course per PG64-22 specifications). Trench width calculations vary based on pipe diameter, with requirements of 2.0 feet plus hub diameter for pipes 48 inches or less and 2.5 feet plus hub diameter for larger pipes. Backfill restoration differs between paved and non-paved areas, with compaction requirements specified for both clean backfill (98 percent dry density minimum) and prepared subgrades. The drawings establish that all underground utilities shown should be considered approximate in location, depth, and size, and contractors are required to verify utility locations and comply with Pennsylvania Act 127 before commencing work. The project was dated April 20, 2026, with drawings marked "Not Approved for Construction" and noting that only plans bearing the professional seal of Gilmore & Associates, Inc. should be considered official.
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INLET BOX
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CONCRETE TOP UNIT
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TYPE 'C' INLET
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%%UFRONT ELEVATION
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%%USIDE VIEW
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%%USECTION B-B
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%%USECTION A-A
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%%UPLAN VIEW
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GRATE (STRUCTURAL
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STEEL SHOWN)
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GRADE ADJUSTMENT
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RING (4" MIN.)
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AutoCAD SHX Text 24"
AutoCAD SHX Text 9 1/2"
AutoCAD SHX Text 13"
AutoCAD SHX Text 1-1/4"x1-1/4"
AutoCAD SHX Text x1/8" (MIN.)
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AutoCAD SHX Text 31 1/2"
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GUTTER GRADE
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POINT
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NORMAL GUTTER
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SLOPE 0.02 FT./FT.
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AutoCAD SHX Text 45 1/4"
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%%UTYPE 'C' INLET DETAIL
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NOT TO SCALE
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AutoCAD SHX Text 39 1/2"
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(TYP.)
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DOWEL BAR HOLES
AutoCAD SHX Text NOTE: REFER TO "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, BUREAU OF DESIGN, STANDARDS FOR ROADWAY CONSTRUCTION", PAGE RC-46M, LATEST ISSUE, FOR NOTES AND SPECIFICATIONS REGARDING PRECAST INLET CONSTRUCTION.
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DOWEL BARS
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VARIES 12"-13"
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AutoCAD SHX Text 7 5/8"
AutoCAD SHX Text 7 1/2"
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SLOPE TO DRAIN (TYP.)
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TOP OF GRATE
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INLET BOX
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CONCRETE TOP UNIT
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TYPE 'M' INLET
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%%USECTION B-B
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%%UPLAN VIEW
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GRATE (STRUCTURAL
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STEEL SHOWN)
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GRADE ADJUSTMENT
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RING (4" MIN.)
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%%UTYPE 'M' INLET DETAIL
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NOT TO SCALE
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%%USECTION A-A
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AutoCAD SHX Text NOTE: REFER TO "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, BUREAU OF DESIGN, STANDARDS FOR ROADWAY CONSTRUCTION", PAGE RC-46M, LATEST ISSUE, FOR NOTES AND SPECIFICATIONS REGARDING PRECAST INLET CONSTRUCTION.
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6" MIN. (TYP.)
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%%UCUSTOM
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PIPE OPENING (OUTSIDE DIAMETER) 48" MAX. OUTSIDEFACE (TYP.)
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4'-0" MAX.
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EST. 6'-0"
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%%UPRECAST CONCRETE OVERSIZE INLET BOX
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NOT TO SCALE
AutoCAD SHX Text NOTES: 1. REFER TO "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, REFER TO "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, BUREAU OF DESIGN, STANDARDS FOR ROADWAY CONSTRUCTION", PAGE RC-46M, LATEST ISSUE, FOR NOTES AND SPECIFICATIONS REGARDING PRECAST INLET BOX CONSTRUCTION. 2. OUT TO OUT DIMENSIONS OF TOP SLABS TO MATCH SIZE OF INLET BOX. OUT TO OUT DIMENSIONS OF TOP SLABS TO MATCH SIZE OF INLET BOX. 3. SET EDGE OF OPENING AT INSIDE FACE OF INLET BOX FOR ACCESS, IF POSSIBLE.SET EDGE OF OPENING AT INSIDE FACE OF INLET BOX FOR ACCESS, IF POSSIBLE.
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OPENING OPENING
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4'-0" MAX. (TYP.)
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INSIDE FACE OF INLET BOX
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LS = SLAB LENGTH S = SLAB LENGTH = SLAB LENGTH SEE NOTE 2
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WS = SLAB WIDTH S = SLAB WIDTH = SLAB WIDTH SEE NOTE 2
AutoCAD SHX Text NOTE: 1. REFER TO "COMMONWEALTH OF REFER TO "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, BUREAU OF DESIGN, STANDARDS FOR ROADWAY CONSTRUCTION", PAGE RC-46M, LATEST ISSUE, FOR NOTES AND SPECIFICATIONS REGARDING PRECAST INLET BOX CONSTRUCTION. 2. OUT TO OUT DIMENSIONS OF TOP SLABS TO OUT TO OUT DIMENSIONS OF TOP SLABS TO MATCH SIZE OF INLET BOX. 3. SET EDGE OF OPENING AT INSIDE FACE OF SET EDGE OF OPENING AT INSIDE FACE OF INLET BOX FOR ACCESS, IF POSSIBLE.
AutoCAD SHX Text %%USECTION C-C w/ SHIPLAP JOINT
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INLET BOX
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NOTE: GRADE ADJUSTMENT RINGS NOT SHOWN
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INLET TOP OR FRAME (REFER TO RC-45M)
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TS = TOP SLAB S = TOP SLAB = TOP SLAB THICKNESS 8" MIN.
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LS = SLAB LENGTH S = SLAB LENGTH = SLAB LENGTH SEE NOTE 2
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#8 BARS @ 6"
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#8 BARS @ 6"
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CLEAR (TYP.) 1 1/2"
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1 " MIN. 12" MIN. 3" MAX.
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(ADDITIONAL REINFORCEMENT NOT SHOWN, SEE RC-46M)
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4" MAX.
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4" MAX.
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1" MIN. 3" MAX.
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1" MIN. 3" MAX.
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6" MIN.
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0.30 x O.D.
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AASHTO 57 STONE
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EXISTING PAVEMENT
AutoCAD SHX Text NOTES: I.D. = NOMINAL INSIDE DIAMETER OF PIPE O.D. = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL = NOMINAL INSIDE DIAMETER OF PIPE O.D. = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL O.D. = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL H = HEIGHT OF FILL OVER TOP OF PIPE H.D. = HUB DIAMETER, = HEIGHT OF FILL OVER TOP OF PIPE H.D. = HUB DIAMETER, H.D. = HUB DIAMETER, = HUB DIAMETER, OUTSIDE DIAMETER OF PIPE AT BELL OR BAND W = TRENCH WIDTH AS FOLLOWS: = TRENCH WIDTH AS FOLLOWS: 2.0 FT + H.D. FOR PIPES OR PIPE-ARCHES 48" AND LESS I.D. OR SPAN 2.5 FT + H.D. FOR PIPES OR PIPE-ARCHES GREATER THAN 48" I.D. OR SPAN 1. PIPE SHALL BE CENTERED IN TRENCH. PIPE SHALL BE CENTERED IN TRENCH. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, LATEST EDITION.
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2A STONE COMPACTED IN 6" LIFTS TO 1FT ABOVE BELL OF PIPE
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PREPARED SUBGRADE
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SEE MAIN DETAIL
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AASHTO 57 STONE TO 1-FT ABOVE PIPE WRAPPED IN PADOT CLASS 1 GEOTEXTILE FABRIC
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FOR PERFORATED PIPE
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12" CUT BACK TOTAL DEPTH OF PAVEMENT
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SEAL JOINT (TYP)
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AutoCAD SHX Text EXISTING PAVED AREAS: 2A STONE COMPACTED IN 6" LIFTS TO SUBBASE ELEVATION PROPOSED PAVED AREAS: CLEAN BACKFILL, AS APPROVED BY TOWNSHIP ENGINEER, IN 8" LIFTS COMPACTED TO 98% DRY DENSITY MINIMUM
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WEARING COURSE
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BASE COURSE
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SUBBASE
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SUBGRADE
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6" MIN.
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0.30 x O.D.
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AASHTO 57 STONE
AutoCAD SHX Text 2A STONE COMPACTED IN 6" LIFTS (FOR PERFORATED PIPE, USE AASHTO 57 WRAPPED IN FILTER FABRIC)
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PREPARED SUBGRADE
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CLEAN BACKFILL, AS APPROVED BY TOWNSHIP ENGINEER, COMPACTED IN 8" LIFTS
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6" MIN. TOPSOIL (SEEDED)
AutoCAD SHX Text NOTES: I.D. = NOMINAL INSIDE DIAMETER OF PIPE = NOMINAL INSIDE DIAMETER OF PIPE O.D. = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL = OUTSIDE DIAMETER OF PIPE BARREL OR SHELL H.D. = HUB DIAMETER, OUTSIDE DIAMETER OF PIPE AT BELL OR BAND = HUB DIAMETER, OUTSIDE DIAMETER OF PIPE AT BELL OR BAND H = HEIGHT OF FILL OVER TOP OF PIPE = HEIGHT OF FILL OVER TOP OF PIPE W = TRENCH WIDTH AS FOLLOWS: = TRENCH WIDTH AS FOLLOWS: 2.0 FT + H.D. FOR PIPES OR PIPE-ARCHES 48" AND LESS I.D. OR SPAN 2.5 FT + H.D. FOR PIPES OR PIPE-ARCHES GREATER THAN 48" I.D. OR SPAN 1. PIPE SHALL BE CENTERED IN TRENCH.PIPE SHALL BE CENTERED IN TRENCH.
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PADOT TYPE 1 GEOTEXTILE FABRIC (TYP) REQUIRED FOR PERFORATED PIPE
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%%UTRENCH BACKFILL RESTORATION FOR NON-PAVED AREAS DETAIL
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NOT TO SCALE
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%%UTRENCH BACKFILL RESTORATION FOR PAVED AREAS DETAIL
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NOT TO SCALE
AutoCAD SHX Text 1 " 9.5 MM WEARING COURSE, 12" 9.5 MM WEARING COURSE, PG64-22 ASPHALT (PADOT PUBLICATION 408, SECTION 410 & 413)
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5" 25 MM BASE COURSE, PG64-22 ASPHALT (PADOT PUBLICATION 408, SECTION 313 & 316)
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6" 2A STONE SUB-BASE MECHANICALLY COMPACTED (PADOT PUBLICATION 408, SECTION 350)
AutoCAD SHX Text PREPARED SUB-GRADE: COMPACTED TO 100% OF MAXIMUM DRY WEIGHT DENSITY AS SET FORTH IN PADOT PUBLICATION 408, LATEST EDITION, OR AS APPROVED BY TOWNSHIP ENGINEER.
AutoCAD SHX Text NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, BE IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, IN ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, ACCORDANCE WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, WITH THE SPECIFICATIONS OF PADOT PUBLICATION 408, THE SPECIFICATIONS OF PADOT PUBLICATION 408, THE SPECIFICATIONS OF PADOT PUBLICATION 408, SPECIFICATIONS OF PADOT PUBLICATION 408, SPECIFICATIONS OF PADOT PUBLICATION 408, OF PADOT PUBLICATION 408, OF PADOT PUBLICATION 408, PADOT PUBLICATION 408, PADOT PUBLICATION 408, PUBLICATION 408, PUBLICATION 408, 408, 408, LATEST EDITION.
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%%UTOWNSHIP ROAD PAVEMENT DETAIL
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NOT TO SCALE
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%%UTYPICAL EXISTING INLET CONDITION AND UPGRADE SCENARIO
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NOT TO SCALE
AutoCAD SHX Text FOR EXISTING INLETS WITH ONLY CROSSING PIPES, REMOVE EXISTING CITY STYLE INLET, INSTALL NEW STANDARD PENNDOT TYPE 'C' 2X4 INLET. RESTORE ROADWAY AND LAWN
AutoCAD SHX Text EXISTING INLETS WITH PARALLEL AND/OR CROSSING PIPES, REMOVE EXISTING CITY STYLE INLET, INSTALL NEW OVERSIZED BOX WITH PENNDOT TYPE 'C' TOP. RESTORE ROADWAY AND LAWN
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%%UEXISTING OVERSIZE INLET MODIFICATION DETAIL
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NOT TO SCALE
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VARIES
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SAWCUT LINE (MIN. 1' CUTBACK)
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EXISTING PIPE
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EXISTING CITY STYLE INLET BOX TO BE REPLACED WITH OVERSIZED BOX
AutoCAD SHX Text TYPE 'C' INLET TOP (INSTALLED OVER TRANSITION LID ON OVERSIZED BOX, EST. 4' X 6' CUSTOM BOX)
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EXISTING CURBING
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EXISTING CONNECTION PIPE
AutoCAD SHX Text 7'
AutoCAD SHX Text 7'
AutoCAD SHX Text 4.79'
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TIE EXISTING PIPE(S) INTO NEW INLET BOX
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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AS NOTED
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2026 ROAD, INLET, AND CURB RAMP REPLACEMENT PROGRAM
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NOT APPROVED FOR CONSTRUCTION
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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TOTAL LOTS:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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INLET REPAIR/REPLACEMENT DETAILS
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DETAILS
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BRISTOL TOWNSHIP, BUCKS COUNTY, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 2501237
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1 OF 1 OF 1OF 11
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SSN
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SSN
AutoCAD SHX Text 04/20/2026
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OWNERS INFO:
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BRISTOL TOWNSHIP
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2501 BATH ROAD
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BRISTOL, PA 19007
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
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DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
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PENNSYLVANIA! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE IN
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON OCT. 29, 2024 PENNSYLVANIA ACT 127.
AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS NOT OBTAINED A PA-ONE CALL SERIAL NUMBER FOR DESIGN PURPOSES.
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NOT FOR CONSTRUCTION
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