57-X2 - 12-14 18-19 of 24 Marked up As-Built Plans 2026-07-15.pdf

PDF 9 MB Posted

Attached to
2500999 - Canterbury Storm Sewer Replacement
Solicitation number
Not on record
Issued by
Montgomery County, Mount Aetna CDP, Pennsylvania

About this file

Written by GovTribe AI ·

This is a marked-up as-built plans document prepared by Gilmore & Associates, Inc. for Montgomery Township's Pipe Replacement Project dated July 15, 2026. The plans detail the removal and replacement of storm sewer infrastructure on Canterbury Lane and Devonshire Drive in Montgomery Township, Pennsylvania. The project involves the removal of approximately 1,800 feet of corrugated metal pipe (CMP) in sizes ranging from 12 inches through 57 inches x 38 inches, and the installation of new circular HDPE pipe and elliptical RCP storm sewer systems. The work includes replacement of multiple storm sewer inlets (numbered 21 through 57), construction of new concrete endwalls with R-4 rip-rap aprons, and restoration of concrete curbs, sidewalks, driveway aprons, and asphalt roadway. Sealed bids were due by 10:00 A.M. prevailing time on September 1, 2026, to be submitted electronically via the PennBid program. A pre-bid meeting was not held for this project.

The plans specify that all materials and construction must comply with PennDOT Material and Construction Specifications and Standards, including Group III smooth-lined HDPE pipe per PUB 408 Section 601.2(A)6.C, Type B RCP per PUB 408 Section 601.2(A)3, and standardized inlet boxes and tops per PUB 408 Section 605. Trench backfill must utilize PennDOT 2A material to subgrade elevation, with paved areas requiring 4 inches of 2A subbase and 6.5 inches of 19mm WMA binder course, while lawn areas require 8 inches of topsoil, seed, and mulch. All concrete shall be Class S with immediate application of approved cure and seal products. All asphalt shall be warm mix Superpave GP 64S-22 containing no more than 15 percent reclaimed asphalt pavement. Bid security of not less than ten percent of the bid amount is required, along with Performance and Payment Bonds. The project is subject to Pennsylvania Prevailing Wage Act provisions and Act 127 Public Works Employment Verification requirements. A PennBid administrative fee of 0.33 percent of the bid amount applies only to awarded contractors, with a minimum of $150 and maximum of $6,000.

View the file

Other files

File Type Posted
15-Sec 01 33 00 - Submittals.pdf PDF
42-Sec 32 12 00 - ASPHALT CONCRETE PAVING.pdf PDF
36-Sec 33 41 00 - STORM DRAIN PIPE.pdf PDF
49-Sec 32 13 13 - PORTLAND CEMENT CONCRETE PAVING.pdf PDF
3-Doc 00 45 19 - NON-COLLUSION AFFIDAVIT.pdf PDF
44-Sec 32 01 16.71 - MILLING OF ASPHALT PAVEMENT SURFACE.pdf PDF
5-Doc 00 41 00 - BID FORM - EBID.pdf PDF
16-Sec 31 22 10 - Topsoiling and Finish Grading.pdf PDF
33-Sec 01 40 00 - QUALITY CONTROL.pdf PDF
10-Sec 01 29 00 - CONTRACT CONSIDERATIONS.pdf PDF
19-Sec 01 11 13-SUMMARY OF WORK.pdf PDF
13-Doc 00 73 00 4 - Appendix B - Cover.pdf PDF
20-Sec 01 56 39 - LANDSCAPE PROTECTION.pdf PDF
56-X1 - Site Map 2026-07-15.pdf PDF
9-Doc 00 43 13 - Bid Bond (penal sum form).pdf PDF
2-Doc 00 62 16 - CERTIFICATE OF INSURANCE.pdf PDF
53-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
32-Sec 01 31 00 - COORDINATION AND MEETINGS.pdf PDF
24-Sec 31 20 00 - Earthwork.pdf PDF
25-Doc 00 21 13 - INSTRUCTIONS TO BIDDERS - EBID - 2025.pdf PDF
50-Sec 31 23 33 - EXCAVATION BACKFILL AND COMPACTION.pdf PDF
40-Doc 00 72 00 - GENERAL CONDITIONS - 2024.pdf PDF
55-X3 - Canterbury Details 2026-07-16.pdf PDF
11-Doc 00 01 10 - TABLE OF CONTENTS.pdf PDF
31-Doc 00 01 15 - TABLE OF CONTENTS - LIST OF DRAWINGS.pdf PDF
46-Sec 32 17 23.43 - ADA DETECTABLE WARNING TILES.pdf PDF
38-Doc 00 45 10 - BIDDERS ACKNOWLEDGEMENT FORM.pdf PDF
12-Doc 00 11 13 - ADVERTISEMENT FOR BIDS - Canterbury Storm Sewer Replacement.pdf PDF
17-Doc 00 73 00 5 - Appendix B - Public Works Employment Verification Form.pdf PDF
6-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
34-Sec 33 44 15 - BOXES AND ENDWALLS.pdf PDF
4-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
45-Doc 00 73 00 2 - Appendix A - Cover.pdf PDF
30-Sec 32 92 00 - Finish Grading, Seeding and Sodding.pdf PDF
39-Sec 01 50 00 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS.pdf PDF
52-Sec 31 11 00 - CLEARING AND GRUBBING.pdf PDF
18-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
41-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT - 2024.pdf PDF
48-Sec 32 12 23 - RESTORATION OF PAVED SURFACES.pdf PDF
22-Sec 02 41 16 - DEMOLITION.pdf PDF
27-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
28-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
26-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
29-Sec 31 37 16 - ENIGERY DISSIPATOR.pdf PDF
51-Sec 32 17 23.13 - Painted Traffic Lines and Markings.pdf PDF
21-Doc 00 61 19 - Maintenance Bond.pdf PDF
47-Sec 03 11 00 - CONCRETE FORMWORK.pdf PDF
14-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
37-Sec 33 44 14 - STORM INLETS CATCH BASINS ENWALLS AND END SECTIONS.pdf PDF
7-Doc 00 73 00 1 - SUPPLEMENTARY CONDITIONS - 2024.pdf PDF
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PROVIDE NEW CONCRETE ENDWALL AND R-4 RIP-RAP APRON

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INLET 48

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INLET 47

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INLET 35

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INLET 55

REPLACE BOX AND TYPE C TOP

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SEE SHEET 14 OF 24

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SEE SHEET 14 OF 24

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SEE SHEET 19 OF 24

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INLET 24

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SEE SHEET 18 OF 24

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SEE SHEET 18 OF 24

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18 IN HDPE

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15 IN HDPE

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30 IN HDPE

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15 IN

HDPE

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60 X 38 IN RCP

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MARK-UP BY GILMORE & ASSOCIATES, INC

FOR MONTGOMERY TOWNSHIP PIPE REPLACEMENT PROJECT

JULY 15, 2026

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INLET 55

REPLACE BOX AND TYPE C TOP

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NOTES:

1. CONTRACTOR SHALL VERIFY INLET BOX AND TOP DIMENSIONS AND INVERTS. CURB REVEAL SHALL MATCH EXISTING.

2. CONTRACTOR SHALL VERIFY PIPE SIZES.

3. ELLIPTICAL RCP PIPE JOINTS TO BE WRAPPED IN TWO LAYERS OF GEOTEXTILE, CLASS 1, AS SHOWN ON PENNDOT STANDARD DRAWINGS, RC-30M.

4. ALL INLET TOPS SHALL INCLUDE "NO WASTE" INLET STAMP. SEE DETAIL.

5. ALL MATERIALS AND CONSTRUCTION OF PIPE, TRENCHING, TRENCH BACK FILL, INLET BOXES, ENDWALLS, INLET BOXES AND TOPS, AND BICYCLE SAFE GRATES SHALL BE PER PENNDOT MATERIAL AND CONSTRUCTION SPECIFICATIONS AND STANDARDS.

A. GROUP III, SMOOTH LINED, HDPE PIPE: PUB 408, SECTION 601.2(A)6.C. RC-30M.

B. TYPE B RCP: PUB 408, SECTION 601.2(A)3. BD-636M. RC-30M.

C. TYPE D-W ENDWALL: PUB 408, SECTION 605. RC-31M.

D. STANDARD INLET BOX, TYPE 4 INLET BOX: PUB 408, SECTION 605. RC-46M.

E. TYPE C AND TYPE S INLET TOPS: PUB 408, SECTION 605. RC-45M. CONTRACTOR TO VERIFY THICKNESS TO MATCH EXISTING.

F. STRUCTURAL STEEL GRATE BICYCLE SAFE GRATES: PUB 408, SECTION 605. RC-45M.

6. TRENCH BACKFILL SHALL BE PENNDOT 2A TO SUBGRADE ELEVATION. IN PAVED AREAS 4 INCHES OF 2A SUBBASE AND 6.5 INCHES OF 19MM WMA BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS SHALL BE PROVIDED TO FINAL GRADE. FOR LAWN AREAS 8 INCHES OF TOPSOIL, SEED, AND MULCH SHALL BE PROVIDED TO FINAL GRADE.

6. VERTICAL CURB, DEPRESSED CURB, CURB RAMPS AND DWS SHALL BE PER PUB 408, SECTIONS 630, 676 AND 695. RC-64M. RC-67M.

7. ALL CONCRETE SHALL BE CLASS S.

8. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL, OR PROTOCAP S CONCRETE SEALER AND PROTECTOR, OR APPORVED EQUAL TO THE CONCRETE.

9. ALL ASPHALT SHALL BE WARM MIX SUPERPAVE, GP 64S-22, 3.0 - 10 MILLION ESALS, SLR-H, CONTAINING NO MORE THAN 15% RAP. WEARING COURSE CONTAINING MORE THAN 15% LIGHT COLORED AGGREGATE WILL NOT BE ACCEPTED. ASPHALT SHALL BE PER PUB 408 SECTIONS 313.2 ANS 413.2.

10. CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK.

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15 IN HDPE

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24 IN HDPE

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SEE SHEET 14 OF 24

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SEE SHEET 14 OF 24

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142 CANTERBURY

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148 CANTERBURY

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108 DEVONSHIRE

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331 GRAYS LN

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101 BRUNSWICK PL

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100 GLASGOW CIR

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106 DEVONSHIRE

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331 GRAYS LN

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INLET 29

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120 CANTERBURY

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122 CANTERBURY

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126 CANTERBURY

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NOTES:

1. CONTRACTOR SHALL VERIFY INLET BOX AND TOP DIMENSIONS AND INVERTS. CURB REVEAL SHALL MATCH EXISTING.

2. CONTRACTOR SHALL VERIFY PIPE SIZES.

3. ELLIPTICAL RCP PIPE JOINTS TO BE WRAPPED IN TWO LAYERS OF GEOTEXTILE, CLASS 1, AS SHOWN ON PENNDOT STANDARD DRAWINGS, RC-30M.

4. ALL INLET TOPS SHALL INCLUDE "NO WASTE" INLET STAMP. SEE DETAIL.

5. ALL MATERIALS AND CONSTRUCTION OF PIPE, TRENCHING, TRENCH BACK FILL, INLET BOXES, ENDWALLS, INLET BOXES AND TOPS, AND BICYCLE SAFE GRATES SHALL BE PER PENNDOT MATERIAL AND CONSTRUCTION SPECIFICATIONS AND STANDARDS.

A. GROUP III, SMOOTH LINED, HDPE PIPE: PUB 408, SECTION 601.2(A)6.C. RC-30M.

B. TYPE B RCP: PUB 408, SECTION 601.2(A)3. BD-636M. RC-30M.

C. TYPE D-W ENDWALL: PUB 408, SECTION 605. RC-31M.

D. STANDARD INLET BOX, TYPE 4 INLET BOX: PUB 408, SECTION 605. RC-46M.

E. TYPE C AND TYPE S INLET TOPS: PUB 408, SECTION 605. RC-45M. CONTRACTOR TO VERIFY THICKNESS TO MATCH EXISTING.

F. STRUCTURAL STEEL GRATE BICYCLE SAFE GRATES: PUB 408, SECTION 605. RC-45M.

6. TRENCH BACKFILL SHALL BE PENNDOT 2A TO SUBGRADE ELEVATION. IN PAVED AREAS 4 INCHES OF 2A SUBBASE AND 6.5 INCHES OF 19MM WMA BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS SHALL BE PROVIDED TO FINAL GRADE. FOR LAWN AREAS 8 INCHES OF TOPSOIL, SEED, AND MULCH SHALL BE PROVIDED TO FINAL GRADE.

6. VERTICAL CURB, DEPRESSED CURB, CURB RAMPS AND DWS SHALL BE PER PUB 408, SECTIONS 630, 676 AND 695. RC-64M. RC-67M.

7. ALL CONCRETE SHALL BE CLASS S.

8. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL, OR PROTOCAP S CONCRETE SEALER AND PROTECTOR, OR APPORVED EQUAL TO THE CONCRETE.

9. ALL ASPHALT SHALL BE WARM MIX SUPERPAVE, GP 64S-22, 3.0 - 10 MILLION ESALS, SLR-H, CONTAINING NO MORE THAN 15% RAP. WEARING COURSE CONTAINING MORE THAN 15% LIGHT COLORED AGGREGATE WILL NOT BE ACCEPTED. ASPHALT SHALL BE PER PUB 408 SECTIONS 313.2 ANS 413.2.

10. CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK.

JDougherty Designerlabel.pub

JDougherty Typewritten Text 20261953476-000

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MARK-UP BY GILMORE & ASSOCIATES, INC

FOR MONTGOMERY TOWNSHIP PIPE REPLACEMENT PROJECT

JULY 15, 2026

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133 CANTERBURY

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15 IN HDPE

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15 IN HDPE

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15 IN

HDPE

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15 IN

HDPE

gattanasio Highlight gattanasio Highlight gattanasio Highlight gattanasio Highlight gattanasio Highlight gattanasio Highlight gattanasio Highlight

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INLET 55

REPLACE BOX AND TYPE C TOP

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SEE SHEET 12 OF 24

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INLET 53

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INLET 57

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SEE SHEET 19 OF 24

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15 IN

HDPE

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24 IN HDPE

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24 IN HDPE

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45 X 29 IN RCP

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30 IN HDPE

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15 IN

HDPE

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60 X 38 IN RCP

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24 IN HDPE

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18 IN HDPE

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MARK-UP BY GILMORE & ASSOCIATES, INC

FOR MONTGOMERY TOWNSHIP PIPE REPLACEMENT PROJECT

JULY 15, 2026

JDougherty Callout

INLET 55

REPLACE BOX AND TYPE C TOP

JDougherty Text Box

NOTES:

1. CONTRACTOR SHALL VERIFY INLET BOX AND TOP DIMENSIONS AND INVERTS. CURB REVEAL SHALL MATCH EXISTING.

2. CONTRACTOR SHALL VERIFY PIPE SIZES.

3. ELLIPTICAL RCP PIPE JOINTS TO BE WRAPPED IN TWO LAYERS OF GEOTEXTILE, CLASS 1, AS SHOWN ON PENNDOT STANDARD DRAWINGS, RC-30M.

4. ALL INLET TOPS SHALL INCLUDE "NO WASTE" INLET STAMP. SEE DETAIL.

5. ALL MATERIALS AND CONSTRUCTION OF PIPE, TRENCHING, TRENCH BACK FILL, INLET BOXES, ENDWALLS, INLET BOXES AND TOPS, AND BICYCLE SAFE GRATES SHALL BE PER PENNDOT MATERIAL AND CONSTRUCTION SPECIFICATIONS AND STANDARDS.

A. GROUP III, SMOOTH LINED, HDPE PIPE: PUB 408, SECTION 601.2(A)6.C. RC-30M.

B. TYPE B RCP: PUB 408, SECTION 601.2(A)3. BD-636M. RC-30M.

C. TYPE D-W ENDWALL: PUB 408, SECTION 605. RC-31M.

D. STANDARD INLET BOX, TYPE 4 INLET BOX: PUB 408, SECTION 605. RC-46M.

E. TYPE C AND TYPE S INLET TOPS: PUB 408, SECTION 605. RC-45M. CONTRACTOR TO VERIFY THICKNESS TO MATCH EXISTING.

F. STRUCTURAL STEEL GRATE BICYCLE SAFE GRATES: PUB 408, SECTION 605. RC-45M.

6. TRENCH BACKFILL SHALL BE PENNDOT 2A TO SUBGRADE ELEVATION. IN PAVED AREAS 4 INCHES OF 2A SUBBASE AND 6.5 INCHES OF 19MM WMA BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS SHALL BE PROVIDED TO FINAL GRADE. FOR LAWN AREAS 8 INCHES OF TOPSOIL, SEED, AND MULCH SHALL BE PROVIDED TO FINAL GRADE.

6. VERTICAL CURB, DEPRESSED CURB, CURB RAMPS AND DWS SHALL BE PER PUB 408, SECTIONS 630, 676 AND 695. RC-64M. RC-67M.

7. ALL CONCRETE SHALL BE CLASS S.

8. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL, OR PROTOCAP S CONCRETE SEALER AND PROTECTOR, OR APPORVED EQUAL TO THE CONCRETE.

9. ALL ASPHALT SHALL BE WARM MIX SUPERPAVE, GP 64S-22, 3.0 - 10 MILLION ESALS, SLR-H, CONTAINING NO MORE THAN 15% RAP. WEARING COURSE CONTAINING MORE THAN 15% LIGHT COLORED AGGREGATE WILL NOT BE ACCEPTED. ASPHALT SHALL BE PER PUB 408 SECTIONS 313.2 ANS 413.2.

10. CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK.

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138 CANTERBURY

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140 CANTERBURY

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JDougherty Callout APPROXIMATE LOCATION OF 2-INCH DEACTIVATED COMCAST CABLE CONDUIT THAT RUNS THROUGH THE STORM SEWER PIPE. CONDUIT TO BE REMOVED FROM STORM SEWER TRENCH WITH THE CMP BY CONTRACTOR.

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SEE SHEET 13 OF 24

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331 GRAYS LN

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148 CANTERBURY

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132 CANTERBURY

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101 BRUNSWICK PL

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100 GLASGOW CIR

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BRUNSWICK

PLACE

gattanasio Highlight gattanasio Highlight gattanasio Highlight

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INLET 45 REPLACE BOX AND TYPE C

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PROVIDE NEW CONCRETE ENDWALL

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INLET 48

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SEE SHEET 12 OF 24

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15 IN HDPE

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15 IN

HDPE

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18 IN HDPE

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15 IN HDPE

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MARK-UP BY GILMORE & ASSOCIATES, INC

FOR MONTGOMERY TOWNSHIP PIPE REPLACEMENT PROJECT

JULY 15, 2026

JDougherty Callout

INLET 45 REPLACE BOX AND TYPE C

JDougherty Text Box

NOTES:

1. CONTRACTOR SHALL VERIFY INLET BOX AND TOP DIMENSIONS AND INVERTS. CURB REVEAL SHALL MATCH EXISTING.

2. CONTRACTOR SHALL VERIFY PIPE SIZES.

3. ELLIPTICAL RCP PIPE JOINTS TO BE WRAPPED IN TWO LAYERS OF GEOTEXTILE, CLASS 1, AS SHOWN ON PENNDOT STANDARD DRAWINGS, RC-30M.

4. ALL INLET TOPS SHALL INCLUDE "NO WASTE" INLET STAMP. SEE DETAIL.

5. ALL MATERIALS AND CONSTRUCTION OF PIPE, TRENCHING, TRENCH BACK FILL, INLET BOXES, ENDWALLS, INLET BOXES AND TOPS, AND BICYCLE SAFE GRATES SHALL BE PER PENNDOT MATERIAL AND CONSTRUCTION SPECIFICATIONS AND STANDARDS.

A. GROUP III, SMOOTH LINED, HDPE PIPE: PUB 408, SECTION 601.2(A)6.C. RC-30M.

B. TYPE B RCP: PUB 408, SECTION 601.2(A)3. BD-636M. RC-30M.

C. TYPE D-W ENDWALL: PUB 408, SECTION 605. RC-31M.

D. STANDARD INLET BOX, TYPE 4 INLET BOX: PUB 408, SECTION 605. RC-46M.

E. TYPE C AND TYPE S INLET TOPS: PUB 408, SECTION 605. RC-45M. CONTRACTOR TO VERIFY THICKNESS TO MATCH EXISTING.

F. STRUCTURAL STEEL GRATE BICYCLE SAFE GRATES: PUB 408, SECTION 605. RC-45M.

6. TRENCH BACKFILL SHALL BE PENNDOT 2A TO SUBGRADE ELEVATION. IN PAVED AREAS 4 INCHES OF 2A SUBBASE AND 6.5 INCHES OF 19MM WMA BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS SHALL BE PROVIDED TO FINAL GRADE. FOR LAWN AREAS 8 INCHES OF TOPSOIL, SEED, AND MULCH SHALL BE PROVIDED TO FINAL GRADE.

6. VERTICAL CURB, DEPRESSED CURB, CURB RAMPS AND DWS SHALL BE PER PUB 408, SECTIONS 630, 676 AND 695. RC-64M. RC-67M.

7. ALL CONCRETE SHALL BE CLASS S.

8. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL, OR PROTOCAP S CONCRETE SEALER AND PROTECTOR, OR APPORVED EQUAL TO THE CONCRETE.

9. ALL ASPHALT SHALL BE WARM MIX SUPERPAVE, GP 64S-22, 3.0 - 10 MILLION ESALS, SLR-H, CONTAINING NO MORE THAN 15% RAP. WEARING COURSE CONTAINING MORE THAN 15% LIGHT COLORED AGGREGATE WILL NOT BE ACCEPTED. ASPHALT SHALL BE PER PUB 408 SECTIONS 313.2 ANS 413.2.

10. CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK.

JDougherty Designerlabel.pub

JDougherty Typewritten Text 20261953476-000

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108 DEVONSHIRE

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106 DEVONSHIRE

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SEE SHEET 14 OF 24

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SEE SHEET 14 OF 24

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INLET 24

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INLET 23

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INLET 22

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EXISTING ENDWALL

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60 X 38 IN RCP

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30 IN HDPE

JDougherty Text Box

MARK-UP BY GILMORE & ASSOCIATES, INC

FOR MONTGOMERY TOWNSHIP PIPE REPLACEMENT PROJECT

JULY 15, 2026

JDougherty Text Box

NOTES:

1. CONTRACTOR SHALL VERIFY INLET BOX AND TOP DIMENSIONS AND INVERTS. CURB REVEAL SHALL MATCH EXISTING.

2. CONTRACTOR SHALL VERIFY PIPE SIZES.

3. ELLIPTICAL RCP PIPE JOINTS TO BE WRAPPED IN TWO LAYERS OF GEOTEXTILE, CLASS 1, AS SHOWN ON PENNDOT STANDARD DRAWINGS, RC-30M.

4. ALL INLET TOPS SHALL INCLUDE "NO WASTE" INLET STAMP. SEE DETAIL.

5. ALL MATERIALS AND CONSTRUCTION OF PIPE, TRENCHING, TRENCH BACK FILL, INLET BOXES, ENDWALLS, INLET BOXES AND TOPS, AND BICYCLE SAFE GRATES SHALL BE PER PENNDOT MATERIAL AND CONSTRUCTION SPECIFICATIONS AND STANDARDS.

A. GROUP III, SMOOTH LINED, HDPE PIPE: PUB 408, SECTION 601.2(A)6.C. RC-30M.

B. TYPE B RCP: PUB 408, SECTION 601.2(A)3. BD-636M. RC-30M.

C. TYPE D-W ENDWALL: PUB 408, SECTION 605. RC-31M.

D. STANDARD INLET BOX, TYPE 4 INLET BOX: PUB 408, SECTION 605. RC-46M.

E. TYPE C AND TYPE S INLET TOPS: PUB 408, SECTION 605. RC-45M. CONTRACTOR TO VERIFY THICKNESS TO MATCH EXISTING.

F. STRUCTURAL STEEL GRATE BICYCLE SAFE GRATES: PUB 408, SECTION 605. RC-45M.

6. TRENCH BACKFILL SHALL BE PENNDOT 2A TO SUBGRADE ELEVATION. IN PAVED AREAS 4 INCHES OF 2A SUBBASE AND 6.5 INCHES OF 19MM WMA BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS SHALL BE PROVIDED TO FINAL GRADE. FOR LAWN AREAS 8 INCHES OF TOPSOIL, SEED, AND MULCH SHALL BE PROVIDED TO FINAL GRADE.

6. VERTICAL CURB, DEPRESSED CURB, CURB RAMPS AND DWS SHALL BE PER PUB 408, SECTIONS 630, 676 AND 695. RC-64M. RC-67M.

7. ALL CONCRETE SHALL BE CLASS S.

8. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL, OR PROTOCAP S CONCRETE SEALER AND PROTECTOR, OR APPORVED EQUAL TO THE CONCRETE.

9. ALL ASPHALT SHALL BE WARM MIX SUPERPAVE, GP 64S-22, 3.0 - 10 MILLION ESALS, SLR-H, CONTAINING NO MORE THAN 15% RAP. WEARING COURSE CONTAINING MORE THAN 15% LIGHT COLORED AGGREGATE WILL NOT BE ACCEPTED. ASPHALT SHALL BE PER PUB 408 SECTIONS 313.2 ANS 413.2.

10. CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK.

JDougherty Designerlabel.pub

JDougherty Typewritten Text 20261953476-000

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148 CANTERBURY

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331 GRAYS LN

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