2-83000-115-SWG25-Rodney Rd.-Sidewalk Improvements.pdf
PDF 2 MB Posted
- Solicitation number
- Not on record
- Issued by
- Pueblito Del Carmen Comunidad, Pennsylvania
About this file
This is a construction plan and existing conditions document prepared by Catania Engineering Associates, Inc. for the Township of Ridley in Delaware County, Pennsylvania, detailing sidewalk improvements and drainage infrastructure on Rodney Road and Stockton Circle. The project encompasses 840 linear feet of 6-inch PVC pipe installation, seven Type M inlet structures, one storm manhole, 110 linear feet of concrete curb, eight ADA-compliant curb cuts, and 330 square yards of wearing course asphalt, along with associated site work including high early strength concrete, curb ramps with detectable warning surfaces, and utility coordination. The sealed bid submission deadline is 10:00 A.M. on October 21, 2026, via the PennBid Program at www.pennbid.bonfirehub.com. All bid documents, construction plans, and specifications are available online at no cost to prospective bidders.
A certified check or bid bond equal to ten percent of the total bid amount must accompany each submission, payable to the Township. The successful contractor will be required to pay the PennBid Program a fee of one-third percent of the contract award value, with a minimum fee of $100 and maximum of $5,000. Contractors must comply with Pennsylvania Prevailing Wage Rates, public works employment verification requirements, and maintain payment and performance bonds covering 100 percent of the contract price plus a one-year maintenance bond for 10 percent of the contract value. All contractors and subcontractors must comply with Township of Ridley Ordinance No. 2048 regarding minimum contractor responsibility standards and must submit a Contractor Responsibility Certification along with any applicable subcontractor lists and certifications. The township reserves the right to accept or reject any or all bids.
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N
CEA
THE LOCATIONS OF ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT PA ONE-CALL AT 811 AT LEAST 3-DAYS BEFORE PROCEEDING WITH ANY EXCAVATION. IT IS ALSO THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE FIELD LOCATIONS OF ALL EXISTING
UNDERGROUND AND AERIAL UTILITIES FROM BOTH THE UTILITY COMPANIES AND/OR BY TEST PITS PRIOR TO BEGINNING WORK. ALL UTILITY SERVICES WITHIN THE LIMITS OF WORK MUST ALSO BE FIELD LOCATED PRIOR TO EXCAVATION WORK. CONTRACTORS ARE TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM THE PLAN INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO TAKE ALL PREVENTIVE MEASURES TO PROTECT THE LINES IN ACCORDANCE WITH THE PA ONE-CALL ACT.
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RODNEY RD
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RODNEY RD
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STOCKTON CIR
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STOCKTON CIR
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SCALE: 1" =
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LOCATION MAP
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AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com
AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF THE RESULT OF THE RESULT OF RESULT OF RESULT OF OF OF PROFESSIONAL SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA BY CATANIA BY CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS OF THIS OF THIS THIS THIS PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES ADDITIONAL COPIES ADDITIONAL COPIES COPIES COPIES OR REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA OF CATANIA OF CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. CERTIFICATION FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS LIMITED TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS WHOM THE WORK WAS WHOM THE WORK WAS THE WORK WAS THE WORK WAS WORK WAS WORK WAS WAS WAS PERFORMED, AS OF THE DATE SHOWN ON THE PLAN.
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DELAWARE COUNTY, PA
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TOWNSHIP OF RIDLEY
AutoCAD SHX Text M.R.L.
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AutoCAD SHX Text M.J.C.
AutoCAD SHX Text 04/15/26
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83000-115-SWG25
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RODNEY ROAD
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EXISTING CONDITIONS PLAN
AutoCAD SHX Text Pennsylvania One Call System, Inc.
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CALL BEFORE YOU DIG!
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CONSTRUCTION PHASE AND 10 WORKING
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DAYS IN DESIGN STAGE - STOP CALL 8-1-1
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PENNSYLVANIA LAW REQUIRES
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3 WORKING DAYS NOTICE FOR
AutoCAD SHX Text 1-800-242-1776
AutoCAD SHX Text PA ONE CALL No.
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8-1-1 (WITHIN PA.)
AutoCAD SHX Text 20261102002
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∅ PVC PIPE
96 LF@0.014FT/FT
∅ PVC PIPE
107 LF@0.010FT/FT
∅ PVC PIPE
167 LF@0.010FT/FT
∅ PVC PIPE
183 LF@0.010FT/FT
∅ PVC PIPE
116 LF@0.015FT/FT
∅ PVC PIPE
36 LF@0.014FT/FT
STOP B
34 94
STOP E
34 78
∅ PVC
134 LF@0.011FT/FT
CEA
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RODNEY RD
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RODNEY RD
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STOCKTON CIR
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STOCKTON CIR
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CONNECT SUMP PUMP DISCHARGE INTO BACK OF INLET
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CONNECT SUMP PUMP DISCHARGE INTO BACK OF INLET
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AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com
AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF THE RESULT OF THE RESULT OF RESULT OF RESULT OF OF OF PROFESSIONAL SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA BY CATANIA BY CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS OF THIS OF THIS THIS THIS PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES ADDITIONAL COPIES ADDITIONAL COPIES COPIES COPIES OR REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA OF CATANIA OF CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. CERTIFICATION FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS LIMITED TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS WHOM THE WORK WAS WHOM THE WORK WAS THE WORK WAS THE WORK WAS WORK WAS WORK WAS WAS WAS PERFORMED, AS OF THE DATE SHOWN ON THE PLAN.
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DELAWARE COUNTY, PA
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TOWNSHIP OF RIDLEY
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AutoCAD SHX Text M.J.C.
AutoCAD SHX Text 04/15/26
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83000-115-SWG25
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PROFILE RODNEY ROAD
OH
38 40
CEA
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RODNEY RD
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STOCKTON CIR
AutoCAD SHX Text #700
AutoCAD SHX Text #600
AutoCAD SHX Text #602
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AutoCAD SHX Text 36.00
AutoCAD SHX Text 35.98
AutoCAD SHX Text 35.94
AutoCAD SHX Text 35.92
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DC 35.65
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35.87 35.66
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DC 35.64
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35.84 35.63
AutoCAD SHX Text 4.9%
AutoCAD SHX Text 4.86'
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DC 35.53
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DC 35.56
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35.69 35.52
AutoCAD SHX Text 35.70
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TYPE 4A RAMPS 4'X4' LANDING
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DC 35.65
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DC 35.53
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DC 35.56
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35.69 35.52
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AutoCAD SHX Text 35.96
AutoCAD SHX Text 35.92
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35.74 35.57
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AutoCAD SHX Text 5.22'
AutoCAD SHX Text 35.62
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TYPE 4A RAMPS 4'X4' LANDING
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AutoCAD SHX Text 35.14
AutoCAD SHX Text 35.09
AutoCAD SHX Text 35.14
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DC 34.67
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DC 34.63
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35.00 34.69
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34.95 34.63
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DC 34.29
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34.40 34.21
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DC 34.23
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AutoCAD SHX Text 34.67
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AutoCAD SHX Text 4.52'
AutoCAD SHX Text 34.27
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34.43 34.33
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AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com
AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF THE RESULT OF THE RESULT OF RESULT OF RESULT OF OF OF PROFESSIONAL SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA BY CATANIA BY CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS OF THIS OF THIS THIS THIS PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES ADDITIONAL COPIES ADDITIONAL COPIES COPIES COPIES OR REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA OF CATANIA OF CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. CERTIFICATION FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS LIMITED TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS WHOM THE WORK WAS WHOM THE WORK WAS THE WORK WAS THE WORK WAS WORK WAS WORK WAS WAS WAS PERFORMED, AS OF THE DATE SHOWN ON THE PLAN.
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DELAWARE COUNTY, PA
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TOWNSHIP OF RIDLEY
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AutoCAD SHX Text M.J.C.
AutoCAD SHX Text 04/15/26
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83000-115-SWG25
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STOCKTON CIRCLE
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RODNEY ROAD
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STOCKTON CIRCLE. & RODNEY ROAD (NW CORNER)
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STOCKTON CIRCLE
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RODNEY ROAD
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STOCKTON CIRCLE. & RODNEY ROAD (SW CORNER)
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RODNEY ROAD & STOCKTON CIRCLE (SW CORNER)
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RODNEY ROAD
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STOCKTON CIRCLE
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RODNEY ROAD & STOCKTON CIRCLE (SE CORNER)
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RODNEY ROAD
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CONSTRUCTION PLAN RODNEY ROAD IMPROVEMENTS
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%%UHIGH EARLY STRENGTH CONCRETE
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%%USTREET RESTORATION
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AutoCAD SHX Text 1-1/2" SUPERPAVE 9.5mm WEARING COURSE
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SEAL COAT BM-1
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ASPHALTIC CEMENT
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COAT
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TACK
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8" H.E.S. CONCRETE
AutoCAD SHX Text 12"
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12"
CEA
35..03 34.64
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35.15 34.76
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DC 34.72
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DC 34.67
AutoCAD SHX Text 35.21
AutoCAD SHX Text 35.14
AutoCAD SHX Text 35.08
AutoCAD SHX Text 35.15
AutoCAD SHX Text 5.46'
AutoCAD SHX Text 7.2%
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TYPE 4A RAMPS 4'X4' LANDING
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34.80 34.54
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34.82 34.50
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DC 34.51
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DC 34.52
AutoCAD SHX Text 34.90
AutoCAD SHX Text 34.92
AutoCAD SHX Text 34.85
AutoCAD SHX Text 34.83
AutoCAD SHX Text 4.62
AutoCAD SHX Text 6.4%
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TYPE 4A RAMPS 4'X4' LANDING
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TYPE 4A RAMPS 4'X4' LANDING
AutoCAD SHX Text 36.00
AutoCAD SHX Text 35.94
AutoCAD SHX Text 35.90
AutoCAD SHX Text 35.96
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35.91 35.56
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35.90 35.50
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DC 35.54
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DC 35.52
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AutoCAD SHX Text 7.0%
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AutoCAD SHX Text 36.07
AutoCAD SHX Text 36.03
AutoCAD SHX Text 36.00
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35.94 35.62
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35.76 35.49
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DC 35.59
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DC 35.53
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FIELD BOOK/PAGE
AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com
AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF THE RESULT OF THE RESULT OF RESULT OF RESULT OF OF OF PROFESSIONAL SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA BY CATANIA BY CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS OF THIS OF THIS THIS THIS PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES ADDITIONAL COPIES ADDITIONAL COPIES COPIES COPIES OR REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA OF CATANIA OF CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. CERTIFICATION FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS LIMITED TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS WHOM THE WORK WAS WHOM THE WORK WAS THE WORK WAS THE WORK WAS WORK WAS WORK WAS WAS WAS PERFORMED, AS OF THE DATE SHOWN ON THE PLAN.
AutoCAD SHX Text
DELAWARE COUNTY, PA
AutoCAD SHX Text
TOWNSHIP OF RIDLEY
AutoCAD SHX Text P.M.D.
AutoCAD SHX Text 1" = 50'
AutoCAD SHX Text M.J.C.
AutoCAD SHX Text 04/15/26
AutoCAD SHX Text
83000-115-SWG25
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STOCKTON CIRCLE
AutoCAD SHX Text
STOCKTON CIRCLE. & RODNEY ROAD (NE CORNER)
AutoCAD SHX Text
STOCKTON CIRCLE
AutoCAD SHX Text
RODNEY ROAD
AutoCAD SHX Text
STOCKTON CIRCLE. & RODNEY ROAD (SE CORNER)
AutoCAD SHX Text
RODNEY ROAD & STOCKTON CIRCLE (NW CORNER)
AutoCAD SHX Text
RODNEY ROAD
AutoCAD SHX Text
STOCKTON CIRCLE
AutoCAD SHX Text
RODNEY ROAD & STOCKTON CIRCLE (NE CORNER)
AutoCAD SHX Text
RODNEY ROAD
AutoCAD SHX Text
CONSTRUCTION PLAN RODNEY ROAD IMPROVEMENTS
AutoCAD SHX Text
STOCKTON CIRCLE
AutoCAD SHX Text
RAMP WIDTH
AutoCAD SHX Text
NON-WALK SURFACE
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SIDEWALK WIDTH
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NON-WALK SURFACE
AutoCAD SHX Text
DETECTABLE WARNING SURFACE
AutoCAD SHX Text
PLCC DEPRESSED CURB
AutoCAD SHX Text
8.33% MAX
AutoCAD SHX Text
ROUNDED CONCRETE SURFACE
AutoCAD SHX Text
ROUNDED CONCRETE SURFACE OR TYPE 1 FLARE (SEE SPECIFIC RAMP DETAIL GEOMETRY)
AutoCAD SHX Text CURB RAMP WIDTH IS EQUAL TO SIDEWALK WHEN THE SIDEWALK WIDTH IS GREATER THAN OR EQUAL TO 4'-0":.
AutoCAD SHX Text
%%UCURB RAMPS DETAILS
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%U TYPE 4A
AutoCAD SHX Text
%%U ALTERNATE
AutoCAD SHX Text
(PARALLEL)
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RAMP WIDTH
AutoCAD SHX Text
ROUNDED CONCRETE SURFACE
AutoCAD SHX Text
ROUNDED CONCRETE SURFACE
AutoCAD SHX Text
8.33% MAX
AutoCAD SHX Text
DETECTABLE WARNING SURFACE
AutoCAD SHX Text
PLAIN CEMENT CONCRETE DEPRESSED CURB
AutoCAD SHX Text CURB RAMP WIDTH IS EQUAL TO SIDEWALK WHEN THE SIDEWALK WIDTH IS GREATER THAN OR EQUAL TO 4'-0":.
AutoCAD SHX Text
%%UCURB RAMPS DETAILS
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%U TYPE 4A
AutoCAD SHX Text
%%U ALTERNATE
AutoCAD SHX Text
(PERPENDICULAR)
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SIDEWALK WIDTH
AutoCAD SHX Text
NON-WALK SURFACE
AutoCAD SHX Text
NON-WALK SURFACE
AutoCAD SHX Text
%%UGUTTER RESTORATION
AutoCAD SHX Text 1.5" SUPERPAVE 9.5mm WEARING COURSE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
PLAIN CEMENT
AutoCAD SHX Text 18"-24"
AutoCAD SHX Text 12"
AutoCAD SHX Text
EXIST. PAVING
AutoCAD SHX Text 2.5" SUPERPAVE 19mm BINDER COURSE
AutoCAD SHX Text 5" SUPERPAVE 25mm BASE COURSE
AutoCAD SHX Text 12"
AutoCAD SHX Text
ASPHALT CEMENT SEAL COAT BM-1
SUBBASE 6" DEPTH (NO. 2A)
∅ PVC
134 LF@0.011FT/FT
OH B
49 96
OH
35 18
OH1 B
35 18
OH1 E
59 33
OH
38 40
OH E
50 19
FC B
37 45
FC
35 80
FC E
35 89
GLT
34 42
FW B
35 74FW
35 63FW E
35 55
STOP B
34 94
STOP E
34 78
CEA
AutoCAD SHX Text
RODNEY RD
AutoCAD SHX Text
STOCKTON CIR
AutoCAD SHX Text
CONNECT SUMP PUMP DISCHARGE INTO BACK OF INLET
AutoCAD SHX Text
CONNECT SUMP PUMP DISCHARGE INTO BACK OF INLET
AutoCAD SHX Text #202
AutoCAD SHX Text #700
AutoCAD SHX Text #600
AutoCAD SHX Text #602
AutoCAD SHX Text #604
AutoCAD SHX Text #604
AutoCAD SHX Text #601
AutoCAD SHX Text #603
AutoCAD SHX Text #605
AutoCAD SHX Text #607
AutoCAD SHX Text #609
AutoCAD SHX Text #611
AutoCAD SHX Text #701
AutoCAD SHX Text #204
AutoCAD SHX Text #206
AutoCAD SHX Text #208
AutoCAD SHX Text #210
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AutoCAD SHX Text #209
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NO.
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DATE
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REVISION
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CKD. BY
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CKD. BY
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DWN. BY
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DSG. BY
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SHEETS
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OF
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SHEET
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DRAWING NO.
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SCALE
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DATE
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DWN. BY
AutoCAD SHX Text
FIELD BOOK/PAGE
AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com
AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF THE RESULT OF THE RESULT OF RESULT OF RESULT OF OF OF PROFESSIONAL SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA BY CATANIA BY CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS OF THIS OF THIS THIS THIS PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES FOR THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES THE PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES PURPOSE OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES OF CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES CREATING ADDITIONAL COPIES ADDITIONAL COPIES ADDITIONAL COPIES COPIES COPIES OR REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA REVISING PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA OF CATANIA OF CATANIA CATANIA CATANIA ENGINEERING ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. CERTIFICATION FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS FOR THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS THE WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS WORK CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS LIMITED TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS TO THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS THE ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS ENTITY FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS FOR WHOM THE WORK WAS WHOM THE WORK WAS WHOM THE WORK WAS THE WORK WAS THE WORK WAS WORK WAS WORK WAS WAS WAS PERFORMED, AS OF THE DATE SHOWN ON THE PLAN.
AutoCAD SHX Text
DELAWARE COUNTY, PA
AutoCAD SHX Text
TOWNSHIP OF RIDLEY
AutoCAD SHX Text 1" = 50'
AutoCAD SHX Text M.J.C.
AutoCAD SHX Text 04/15/26
AutoCAD SHX Text
83000-115-SWG25
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%USTRUCTURAL STEEL GRATE
AutoCAD SHX Text
%%UBICYCLE SAFE
AutoCAD SHX Text 1/2"x 2-1/2" x 25" BAR
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text
%%UTYPICAL CORNER DETAILS
AutoCAD SHX Text 1 5/8"
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
1/4" MIN.
AutoCAD SHX Text
1/4" MIN.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
26 BEARING RODS
AutoCAD SHX Text
AT 1 3/4" C. TO C.(TYP.)
AutoCAD SHX Text
CORNER DETAILS,
AutoCAD SHX Text
SEE TYPICAL
AutoCAD SHX Text
THIS SHEET.
AutoCAD SHX Text 3 3/4"
AutoCAD SHX Text A
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text 3'-11 3/4"
AutoCAD SHX Text 3/4"
AutoCAD SHX Text 3/8:%%C x 46-1/4" ROD
AutoCAD SHX Text
AT 3 5/8" C. TO C.(TYP.)
AutoCAD SHX Text
6 TRANSVERSE RODS
AutoCAD SHX Text B
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text 2'-2 1/2"
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
%%UPIPE BEDDING & BACKFILL DETAIL
AutoCAD SHX Text
%%USTORM SEWER
AutoCAD SHX Text I.D.
AutoCAD SHX Text 6"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
AASHTO #57 CLEAN
AutoCAD SHX Text
CRUSHED STONE
AutoCAD SHX Text O.D.
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
IN PAVED & SIDEWALK AREAS
AutoCAD SHX Text
2A MODIFIED
AutoCAD SHX Text
IN UNPAVED (LAWN) AREAS
AutoCAD SHX Text
SUITABLE BACKFILL
AutoCAD SHX Text
%%U6" U-DRAIN DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 3"
AutoCAD SHX Text
#2 CLEAN STONE
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
%%UPRECAST CONCRETE INLET BOX TYPE C & M
AutoCAD SHX Text #4@12" B.W.
AutoCAD SHX Text 2 1/4"
AutoCAD SHX Text
CLR.
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text #4@12" B.W.
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text 12" - 72"
AutoCAD SHX Text 6"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
1" CLR.
AutoCAD SHX Text
HEIGHT VARIES
AutoCAD SHX Text 57 1/4"
AutoCAD SHX Text
WET CAST WITH MONOLITHIC BASE
AutoCAD SHX Text
SECTION.
AutoCAD SHX Text
PRECAST CONCRETE STRUCTURE TO BE
AutoCAD SHX Text A
AutoCAD SHX Text 36"
AutoCAD SHX Text B
AutoCAD SHX Text
STEPS
AutoCAD SHX Text B
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text 12" C.C.
AutoCAD SHX Text 45 1/4"
AutoCAD SHX Text 6"
AutoCAD SHX Text #4@12" B.W.
AutoCAD SHX Text A
AutoCAD SHX Text
%%USPECIFICATIONS:
AutoCAD SHX Text
OF 4,000 P.S.I. IN 28 DAYS.
AutoCAD SHX Text
STRENGTH OF 60,000 P.S.I..
AutoCAD SHX Text
(EARTH COVER = FINISH GRADE TO TOP OF
AutoCAD SHX Text
FOR A MINIMUM EARTH COVER OF 10 FT.
AutoCAD SHX Text
THE WALLS AND BASE SLAB TO BE DESIGNED
AutoCAD SHX Text
PUBLICATION 408 FOR PRECAST CONCRETE
AutoCAD SHX Text
CONSTRUCTED TO MEET PENNDOT SPEC.
AutoCAD SHX Text
THE INLET SHALL BE DESIGNED AND
AutoCAD SHX Text
REINFORCING STEEL TO HAVE A YIELD
AutoCAD SHX Text
CONCRETE TO OBTAIN A STRENGTH
AutoCAD SHX Text 3.
AutoCAD SHX Text 2.
AutoCAD SHX Text 1.
AutoCAD SHX Text 4.
AutoCAD SHX Text
CATCH BASINS.
AutoCAD SHX Text 6"
AutoCAD SHX Text 24"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
HEIGHT VARIES
AutoCAD SHX Text 12" - 72"
AutoCAD SHX Text
BASE SLAB.
AutoCAD SHX Text
INLET TO BE PLACED ON A MIN. OF 6"
AutoCAD SHX Text
CRUSHED STONE.
AutoCAD SHX Text 5.
AutoCAD SHX Text
STREET RESTORATION
AutoCAD SHX Text
6" PERF. HDPE
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6 1/2"
AutoCAD SHX Text
1. CONCRETE TO OBTAIN A STRENGTH
AutoCAD SHX Text
2. REINFORCING STEEL TO HAVE A YIELD
AutoCAD SHX Text
3. THE INLET SHALL BE DESIGNED TO
AutoCAD SHX Text %%uSPECIFICATIONS:
AutoCAD SHX Text
%%UPRECAST CONCRETE INLET TOP
AutoCAD SHX Text
%%UTYPE C
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text 6"
AutoCAD SHX Text 45 1/4"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 6"
AutoCAD SHX Text 18"
AutoCAD SHX Text A
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text B
AutoCAD SHX Text 48 1/4"
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 27"
AutoCAD SHX Text
1 1/2" TYP.
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text 24"
AutoCAD SHX Text 9 1/2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 10 1/2"
AutoCAD SHX Text 1 1/4" x 1 1/4" x
AutoCAD SHX Text
PRECAST CONCRETE STRUCTURE TO BE
AutoCAD SHX Text 6"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
1/8" ANGLE
AutoCAD SHX Text
WET CAST.
AutoCAD SHX Text
PRECAST CONCRETE CATCH BASINS.
AutoCAD SHX Text
MEET PENN DOT SPEC. FORM 408 FOR
AutoCAD SHX Text
STRENGTH OF 60,000 PSI.
AutoCAD SHX Text
OF 4,000 PSI. IN 28 DAYS.
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 40 feet
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text P.M.D.
AutoCAD SHX Text
DETAILS FOR RODNEY ROAD
AutoCAD SHX Text
%%UPLAIN CEMENT CONCRETE CURB
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
JOINT SPACING
AutoCAD SHX Text
10' MAXIMUM TO 4' MINIMUM
AutoCAD SHX Text
CEMENT CONC.
AutoCAD SHX Text
PADOT CLASS "AA"
AutoCAD SHX Text 18"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text
NOTE: PLACE EXPANSION JOINT EVERY 30' MIN.
AutoCAD SHX Text
3/4" RADIUS
AutoCAD SHX Text
1/4" RADIUS
AutoCAD SHX Text
%%UADJUST EXISTING MANHOLE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 12" C.C.
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. MANHOLE
AutoCAD SHX Text
STRUCTURE
AutoCAD SHX Text NOTE: 1. FRAME, COVER AND GRADE ADJUSTMENT TO BE FRAME, COVER AND GRADE ADJUSTMENT TO BE WATER-TIGHT. 2. ADJUST RIM TO FINAL GRADE.ADJUST RIM TO FINAL GRADE.
AutoCAD SHX Text
PROP. PRECAST MANHOLE RISER, AND BRICK IF NECESSARY, NOT TO EXCEED 3 COURSES
AutoCAD SHX Text
%%UHIGH EARLY STRENGTH CONCRETE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%USTREET RESTORATION
AutoCAD SHX Text 12"
AutoCAD SHX Text 1-1/2" SUPERPAVE 9.5mm WEARING COURSE
AutoCAD SHX Text 2" SUPERPAVE 25mm BINDER COURSE
AutoCAD SHX Text
SEAL COAT BM-1
AutoCAD SHX Text
ASPHALTIC CEMENT
AutoCAD SHX Text
COAT
AutoCAD SHX Text 12"
AutoCAD SHX Text
TACK
AutoCAD SHX Text 12"
AutoCAD SHX Text
8" H.E.S. CONCRETE
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
%%UTAPERED CURB DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text 5'
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text 6"
EX. CURB REVEAL
| Sheets and Views |
| 83000-115-SWG25 Sidewalk Improvements-Existing Conditions |
| 83000-115-SWG25 Sidewalk Improvements-Drainage |
| 83000-115-SWG25 Sidewalk Improvements-Improvements-1 |
| 83000-115-SWG25 Sidewalk Improvements-Improvements-2 |
| 83000-115-SWG25 Sidewalk Improvements-Details |
File details come from the government source that posted it. Updated .