5-TBA25009 Propsect St Sewer Repair Design 20251020.pdf

PDF 4 MB Posted Oct 21, 2025

Attached to: Prospect Street Sewer Relocation Project
Solicitation number: Not on record
Issued by: Northampton County, Pennsylvania

About this file

Written by GovTribe AI · Oct 29, 2025

The document is a set of engineering design plans for a Sanitary Sewer Replacement Project for the Tatamy Borough Sewer Authority in Northampton County, Pennsylvania, prepared by Keystone Consulting Engineers, Inc. The project focuses on replacing the sanitary sewer system on Prospect Street, with detailed plan and profile drawings, technical specifications, and construction notes. The plans include comprehensive details for manhole configurations, lateral connections, pipe bedding, trench restoration, and roadway details, with a scale of 1"=20' and covering two sheets (1 of 2 and 2 of 2).

The project requires strict adherence to federal, state, and local codes, with specific construction requirements including confined work zones, utility protection, erosion control, and traffic maintenance. Notable technical specifications include 6" PVC pipe for gravity service laterals, minimum 10-foot horizontal and 18-inch vertical separation between water and sewer mains, and requirements for saw-cutting and restoring paved areas. The contractor must coordinate with local authorities like the Northampton County Conservation District, notify utility companies 72 hours prior to operations, and maintain clean and orderly site conditions throughout the project. No pre-bid subsurface geological investigations have been conducted, placing additional verification responsibilities on the contractor.

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GENERAL NOTES

1. ALL CONSTRUCTION OPERATIONS SHALL BE CONFINED TO EXISTING BOROUGH RIGHT-OF-WAY

OR ASSIGNED EASEMENTS.

2. ADJACENT PROPERTIES SHALL NOT BE USED FOR SITE INGRESS/EGRESS, MATERIAL OR

EQUIPMENT STORAGE OR CONTRACTOR PERSONNEL PARKING.

3. NO TREES, SHRUBS OR LANDSCAPE AREAS SHALL BE CUT, TRIMMED OR REMOVED WITHOUT

WRITTEN CONSENT OF THE AFFECTED PROPERTY OWNER AND BOROUGH CONTRACTOR SHALL

PROTECT ALL EXISTING TREES, SHRUBS AND OTHER VEGETATION THAT IS TO REMAIN IN PLACE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR ALL NECESSARY PERMITS

FOR CONSTRUCTION AS MAY BE REQUIRED IN ADDITION TO THE PERMITS SECURED BY THE

BOROUGH.

5. ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE

CONSIDERED AS PART OF THE CONTRACT DOCUMENTS FOR THE WORK SHOWN ON THESE PLANS

AND REFERENCED IN THE SPECIFICATIONS AND SHALL TAKE PREFERENCE OVER ANY CODES,

ORDINANCES, REGULATIONS, ETC. SHOWN, DESCRIBED OR IMPLIED, WHEN THE SAME ARE AT

VARIANCE.

6. ALL AREAS DISTURBED OUTSIDE THE WORK ZONE AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE GRADED, SEEDED AND/OR PAVED TO MEET ORIGINAL PRE-CONSTRUCTION CONDITIONS.

7. ALL EXISTING FIELD CONDITIONS, DIMENSIONS, ELEVATIONS AND LATERAL LOCATIONS MUST BE

FIELD CHECKED AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

8. TEMPORARY PAVING SHALL BE INSTALLED ALONG ALL PIPE TRENCH CUT WITHIN PAVED

ROADWAYS AT THE END OF EACH DAY.

9. NO TRENCH SHALL REMAIN OPEN DURING OFF-HOUR WORK PERIODS. TRENCHES MUST BE

BACKFILLED AND COMPACTED AT THE END OF EACH DAY.

10. CONTRACTOR MUST FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF THE SANITARY SEWER SYSTEM. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE SUPPORT FOR ALL UTILITY LINES EXPOSED DURING THE CONSTRUCTION OF THE PROJECT. THE

SUPPORT AND/OR BRACING METHODS OR STANDARDS MUST BE AS REQUIRED BY THE AFFECTED

UTILITY COMPANY, AT NO ADDITIONAL COST TO THE BOROUGH.

11. ALL GRAVITY SERVICE LATERALS TO BE 6" (SDR-26) PVC PIPE (UNLESS OTHERWISE NOTED), TERMINATE WITH A CLEANOUT AT THE RIGHT-OF-WAY LINE. SERVICE LATERAL LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE NEW LATERALS AND CLEAN OUTS ARE TO BE INSTALLED IN

THEIR EXISTING LOCATIONS.

12. TATAMY BOROUGH AUTHORITY OR KEYSTONE CONSULTING ENGINEERS, INC. HAVE NOT DONE

ANY SUBSURFACE GEOLOGICAL/GEOTECHNICAL INVESTIGATIONS RELATIVE TO THE

DESIGN/INSTALLATION OF THE SANITARY SEWER SYSTEM. AS A RESULT, NO PRE-BID SUBSURFACE

REPORTS OR INFORMATION IS AVAILABLE.

13. THE CONTRACTOR MUST CONTACT PA DEP/NORTHAMPTON COUNTY CONSERVATION DISTRICT

(NCCD) TO SCHEDULE FIELD INSPECTION SERVICES AT LOCATIONS WHERE THEIR INVOLVEMENT IS

REQUIRED. REFER TO THE CONTRACT SPECIFICATIONS FOR INDIVID.AL DETAILS

- NORTHAMPTON COUNTY CONSERVATION DISTRICT

14. THE CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY

CONSTRUCTION SITE AT ALL TIMES DURING THE LIFE OF THE CONTRACT AND PERIODICALLY

REMOVE CONSTRUCTION WASTE AND DEBRIS FROM THE SITE.

15. TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TATAMY

BOROUGH AUTHORITY.

16. CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES, IN ACCORDANCE WITH ACT 287, AS

AMENDED, SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT OF ANY FIELD OPERATIONS.

17. A MINIMUM HORIZONTAL SEPARATION OF TEN FOOT (10') AND A MINIMUM VERTICAL

SEPARATION OF 18 INCHES (18") MUST BE MAINTAINED BETWEEN ALL WATER AND SEWER MAINS.

18. ALL EXCAVATION IN PAVED AREAS MUST BE SAW-CUT, FULL DEPTH OF PAVING, PRIOR TO INITIAL

EXCAVATION AND AGAIN FOR FINAL TRENCH RESTORATION.

19. PRIOR TO CONSTRUCTION, ALL EROSION AND SEDIMENT CONTROL FACILITIES MUST BE

INSTALLED AND OPERATIONAL IN ACCORDANCE WITH CONTRACT REQUIREMENTS.

20. DURING CONSTRUCTION OPERATIONS CONTRACTOR MUST MAINTAIN ACCESS TO

SCHOOL/PUBLIC BUS STOPS, DRIVEWAYS, MAILBOXES, EMERGENCY VEHICLES AND ALL VEHICULAR

AND PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE PROJECT.

MANHOLE CHANNEL

CONFIGURATION DETAIL

MANHOLE FRAME AND

COVER DETAIL

MANHOLE FRAME AND

COVER INSTALLATION DETAIL MANHOLE STEP DETAIL

TYPICAL LATERAL DETAIL TYPICAL HOUSE CONNECTION

DETAIL

PIPE BEDDING MATERIALS

DETAIL

TRENCH RESTORATION AND

BACKFILL BITUMINOUS

CONCRETE ROADWAY DETAIL

PRECAST MANHOLE DETAIL

NTS

SITE

AutoCAD SHX Text S

AutoCAD SHX Text

PPL 60081S52294

AutoCAD SHX Text

PPL 69084/ S52296

AutoCAD SHX Text

EX SANITARY MANHOLE TBA-163 RIM:365.39 INV(E):355.91 INV(W):356.03 INV(N):355.63

AutoCAD SHX Text

STORM INLET 15" HDPE T/G:359.16 INV(S):355.44

AutoCAD SHX Text

STORM INLET 15" HDPE T/G:359.41 INV(S):354.86

AutoCAD SHX Text

STORM INLET 15" HDPE T/G:356.86 INV(S):352.41

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+36.26

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+80

AutoCAD SHX Text 1+85.48

AutoCAD SHX Text S

AutoCAD SHX Text

PROSPECT STREET

AutoCAD SHX Text

TRISHA STREET

AutoCAD SHX Text 620 Prospect Street

AutoCAD SHX Text N/L Paul & Kathleen Beers

AutoCAD SHX Text

J8SE2C-2-1C-0430

AutoCAD SHX Text 626 Prospect Street

AutoCAD SHX Text N/L Michael J. Lester

AutoCAD SHX Text

J8SE2C-2-1-0430

AutoCAD SHX Text

(43 L.F. TO

AutoCAD SHX Text Driveway

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BE REMOVED)

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8"PVC.

AutoCAD SHX Text

STA 0+36.26

AutoCAD SHX Text

TBA-164A

AutoCAD SHX Text Rim=364.20

AutoCAD SHX Text Inv.=356.19(E&W)

AutoCAD SHX Text Ex. MH TF-14

AutoCAD SHX Text Sta 1+85.48

AutoCAD SHX Text Prop.Inv=352.00(W) (CORE DRILLED)

AutoCAD SHX Text Ex.Inv=351.34(E)

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8"PVC

AutoCAD SHX Text Ex. Conc.Curb

AutoCAD SHX Text

145.22 L.F

AutoCAD SHX Text S=0.0289

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PROP.SAN.LAT.

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SAN.LAT.

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PROP.

AutoCAD SHX Text Ex. Paved

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MB #620

AutoCAD SHX Text Driveway

AutoCAD SHX Text Ex. Paved

AutoCAD SHX Text Ex. Water Main

AutoCAD SHX Text Driveway

AutoCAD SHX Text Ex. Paved

AutoCAD SHX Text Ex.San. Lateral

AutoCAD SHX Text Ex. Gas Main

AutoCAD SHX Text Ex. Water Main

AutoCAD SHX Text Ex.15" HDPE

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(19.5 L.F. TO BE

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ABANDONED-IN-PLACE))

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CUT & CAP MAIN AT SERVICE LATERAL TRENCH WALL

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EX MH TBA-164 TBR (SEE NOTES)

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CUT & CAP EX LATERAL (BOTH ENDS)

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RECONECT TO TO EX SAN LATERAL

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MB #626

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AutoCAD SHX Text Service

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SDR26

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6" PVC

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RECONECT TO TO EX SAN LATERAL

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6"PVC

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RIM=358.97

AutoCAD SHX Text Ex. Water

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(90.75 L.F. TO BE

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CUT & CAP MAIN

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CAP & SEAL EXISTING 8" MAIN IN MANHOLE. REMOVE FLOW CHANNEL AS NEEDED

AutoCAD SHX Text 2+40

AutoCAD SHX Text 0+00

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AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

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EX 8"PVC 90.75 L.F. S=0.0087

AutoCAD SHX Text Ex MH TBA-163 Sta 0+00 Rim=365.39 Inv(E)=355.91 Inv(N)=355.91

AutoCAD SHX Text Ex. MH TBA-164 Rim=361.50 Inv=356.70(W)

AutoCAD SHX Text Prop 8"PVC SDR26 145.22 L.F S=0.0289

AutoCAD SHX Text Prop MH TBA-164A STA 0+36.26 Rim=364.20 Inv (E&W)=356.19

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(TBR)

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EX. GRADE

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TO BE

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CORED

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CAP EXISTING

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MAIN

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ELECT.

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IN-PLACE)

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43 L.F. TO BE

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EX 15"

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AutoCAD SHX Text Service

AutoCAD SHX Text Ex Sanitary Lateral

AutoCAD SHX Text (To be Cut & Capped)

AutoCAD SHX Text Proposed Sanitary

AutoCAD SHX Text Proposed Sanitary Lateral

AutoCAD SHX Text Ex Sanitary Lateral

AutoCAD SHX Text 0+75.25

AutoCAD SHX Text 1+01.15

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18" MIN.*

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18" MIN.*

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MIN. 4'

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COVER

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(TYP.)

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SCALE:

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HORIZ 1"=20'

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VERT 1"=5'

AutoCAD SHX Text *CONTRACTOR TO FIELD VERIFY DEPTH OF EX. WATER MAIN AT CROSSING PRIOR TO CONSTRUCTION.

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(90.75 L.F. TO

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STREET LIGHT

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EX. SANITARY MANHOLE (TO REMAIN)

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PINE TREE

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PROPOSED SANITARY SEWER

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PROPOSED SANITARY LATERAL

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PROPOSED SANITARY CLEAN OUT

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EX. SANITARY SEWER (ABANDONED-IN-PLACE

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EX. SANITARY SEWER (TO BE REMOVED)

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SANITARY MANHOLE (ABANDONED-IN-PLACE)

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PROPOSED SANITARY MANHOLE

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LEGEND

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LOCATION MAP - ALLENTOWN WEST QUADRANGLE 1"=2000'

AutoCAD SHX Text 107 Trisha Drive N/L Timothy Schomaker J8SE2C-7-5J-0430

AutoCAD SHX Text STANDARD NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING SEWAGE FLOWS AT ALL TIMES DURING CONSTRUCTION OPERATIONS. TEMPORARY WATER TIGHT CONNECTIONS BETWEEN EXISTING MAIN AND NEW MAIN SHALL BE MADE DURING NON-WORKING HOURS, IN LIEU OF FULL-TIME BYPASS PUMPING. 2. FOR ADDITIONAL INFORMATION SEE GENERAL CONSTRUCTION NOTES ON 3. ALL SERVICE LATERALS ARE TO BE REPLACED FROM THE MAIN LINE CONNECTION TO THE BOROUGH RIGHT-OF-WAY AND INCLUDE REMOVAL AND REPLACEMENT OF THE PLUMBERS CONNECTION TO THE PRIVATE LATERAL. EXISTING SERVICE MAINS MUST REMAIN IN SERVICE UNTIL THE NEW MAIN IS INSTALLED, TESTED AND APPROVED FOR USE. 4. THE CONTRACTOR MUST NOTIFY ALL AFFECTED PROPERTY OWNERS/RESIDENTS FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION OPERATIONS INVOLVING THE RESTRICTED USE OF THEIR SANITARY SEWER LATERAL.

AutoCAD SHX Text

4. ALL REPLACEMENT LATERAL PIPE IS TO BE INSTALLED TO MATCH THE ALIGNMENT OF THE EXISTING SERVICE LATERAL REMOVED (EXCEPT AS SHOWN). REVISE GRADE AS NECESSARY. 5. CLEAN-OUT COVER AT GRADE. 6. THE EXISTING MAINLINE SEWER IS TO REMOVED OR ABANDONED IN PLACE AND PROPERLY CAPPED AS NOTED ON THE CONTRACT DRAWINGS/DETAILS. 7. ALL SERVICE LATERAL REPLACEMENT LINES MUST BE INSTALLED USING FULL LENGTH PIPE SECTIONS, FROM THE MAIN CONNECTION. CUT PIECES MUST ONLY BE USED FOR CLOSURES. 8. LATERAL STATIONING AS INDICATED ON THE PLANS TYPICALLY RUN FROM THE DOWNSTREAM MANHOLE TO THE UPSTREAM MANHOLE. 9. LATERAL STATIONING AS SHOWN ON THESE PLANS WAS DEVELOPED FROM INFORMATION PREPARED BY OTHERS. THE INFORMATION MAY NOT ACCURATELY REPRESENT THE TRUE LOCATION OF THE SERVICE LATERAL.

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SITE

DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN THE COMMONWEALTH.

PENNSYLVANIA ACT 187 REQUIRES NOTIFICATION OF EXCAVATORS,

A PHONE CALL

1 - 800 - 242 - 1776

WHAT YOU DON'T KNOW CAN HURT YOU.

CAN BE YOUR INSURANCE POLICY

PROTECT YOURSELF

LVAN I A ONE CALL SYSTEM

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UOYEROFEBLLAC

POT

AutoCAD SHX Text

AutoCAD SHX Text 363.84

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AutoCAD SHX Text

AutoCAD SHX Text 356.73

AutoCAD SHX Text

AutoCAD SHX Text 357.20

AutoCAD SHX Text

AutoCAD SHX Text 358.62

AutoCAD SHX Text

AutoCAD SHX Text 359.26

AutoCAD SHX Text

AutoCAD SHX Text 358.43

AutoCAD SHX Text

AutoCAD SHX Text 359.10

AutoCAD SHX Text

AutoCAD SHX Text 359.03

AutoCAD SHX Text

AutoCAD SHX Text 359.26

AutoCAD SHX Text

AutoCAD SHX Text 359.48

AutoCAD SHX Text

AutoCAD SHX Text 359.95

AutoCAD SHX Text

AutoCAD SHX Text 360.14

AutoCAD SHX Text

AutoCAD SHX Text 360.80

AutoCAD SHX Text

AutoCAD SHX Text 360.30

AutoCAD SHX Text

AutoCAD SHX Text 361.04

AutoCAD SHX Text

AutoCAD SHX Text 362.14

AutoCAD SHX Text

AutoCAD SHX Text 362.12

AutoCAD SHX Text

AutoCAD SHX Text 363.98

AutoCAD SHX Text

AutoCAD SHX Text 365.97

AutoCAD SHX Text

AutoCAD SHX Text 364.18

AutoCAD SHX Text

AutoCAD SHX Text 364.40

AutoCAD SHX Text

AutoCAD SHX Text 364.47

AutoCAD SHX Text

AutoCAD SHX Text 364.30

AutoCAD SHX Text

AutoCAD SHX Text 364.99

AutoCAD SHX Text

AutoCAD SHX Text 365.23

AutoCAD SHX Text

AutoCAD SHX Text 365.30

AutoCAD SHX Text

AutoCAD SHX Text 365.73

AutoCAD SHX Text

AutoCAD SHX Text 365.01

AutoCAD SHX Text

BSH 1.5 ROW END

AutoCAD SHX Text

AutoCAD SHX Text 363.02

AutoCAD SHX Text

BSH 1.5 ROW END

AutoCAD SHX Text

AutoCAD SHX Text 361.08

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BSH 1.5 ROW END

AutoCAD SHX Text

AutoCAD SHX Text 360.65

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BSH 5.0

AutoCAD SHX Text

AutoCAD SHX Text 359.45

AutoCAD SHX Text

BSH 4.0 END

AutoCAD SHX Text

AutoCAD SHX Text 358.63

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BSH 4.0 END

AutoCAD SHX Text

AutoCAD SHX Text 359.72

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BSH 1.5 ROW END

AutoCAD SHX Text

AutoCAD SHX Text 359.25

AutoCAD SHX Text

BSH 3.0

AutoCAD SHX Text

AutoCAD SHX Text 363.68

AutoCAD SHX Text

BSH 2.0 ROW END

AutoCAD SHX Text

AutoCAD SHX Text 364.80

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AutoCAD SHX Text

AutoCAD SHX Text 359.86

AutoCAD SHX Text

AutoCAD SHX Text 359.19

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AutoCAD SHX Text 359.72

AutoCAD SHX Text

AutoCAD SHX Text 359.84

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AutoCAD SHX Text 364.98

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AutoCAD SHX Text 364.85

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AutoCAD SHX Text 364.90

AutoCAD SHX Text

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AutoCAD SHX Text 361.74

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AutoCAD SHX Text

AutoCAD SHX Text 362.66

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AutoCAD SHX Text

AutoCAD SHX Text 362.95

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AutoCAD SHX Text

AutoCAD SHX Text 361.37

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AutoCAD SHX Text 361.74

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AutoCAD SHX Text

AutoCAD SHX Text 361.09

AutoCAD SHX Text

CLSP

AutoCAD SHX Text

AutoCAD SHX Text 360.70

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text 361.94

AutoCAD SHX Text

AutoCAD SHX Text 362.11

AutoCAD SHX Text

AutoCAD SHX Text 361.11

AutoCAD SHX Text

AutoCAD SHX Text 361.36

AutoCAD SHX Text

AutoCAD SHX Text 360.72

AutoCAD SHX Text

AutoCAD SHX Text 360.23

AutoCAD SHX Text

AutoCAD SHX Text 360.70

AutoCAD SHX Text

AutoCAD SHX Text 361.32

AutoCAD SHX Text

AutoCAD SHX Text 364.57

AutoCAD SHX Text

AutoCAD SHX Text 364.19

AutoCAD SHX Text

AutoCAD SHX Text 364.91

AutoCAD SHX Text

AutoCAD SHX Text 365.33

AutoCAD SHX Text

AutoCAD SHX Text 357.27

AutoCAD SHX Text

AutoCAD SHX Text 358.99

AutoCAD SHX Text

AutoCAD SHX Text 359.78

AutoCAD SHX Text

AutoCAD SHX Text 360.96

AutoCAD SHX Text

AutoCAD SHX Text 362.74

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AutoCAD SHX Text 365.34

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AutoCAD SHX Text

AutoCAD SHX Text 365.00

AutoCAD SHX Text

AutoCAD SHX Text 366.57

AutoCAD SHX Text

AutoCAD SHX Text 358.75

AutoCAD SHX Text

AutoCAD SHX Text 359.35

AutoCAD SHX Text

AutoCAD SHX Text 359.47

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AutoCAD SHX Text 359.59

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AutoCAD SHX Text

AutoCAD SHX Text 360.18

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AutoCAD SHX Text 360.73

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AutoCAD SHX Text 359.57

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AutoCAD SHX Text 357.85

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AutoCAD SHX Text

AutoCAD SHX Text 358.39

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AutoCAD SHX Text

AutoCAD SHX Text 358.42

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AutoCAD SHX Text 365.63

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AutoCAD SHX Text

AutoCAD SHX Text 365.06

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 362.64

AutoCAD SHX Text

AutoCAD SHX Text 362.38

AutoCAD SHX Text

AutoCAD SHX Text 366.18

AutoCAD SHX Text

AutoCAD SHX Text 366.55

AutoCAD SHX Text

AutoCAD SHX Text 357.72

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ESW

AutoCAD SHX Text

AutoCAD SHX Text 357.78

AutoCAD SHX Text

ESW

AutoCAD SHX Text

AutoCAD SHX Text 359.99

AutoCAD SHX Text

ESW

AutoCAD SHX Text

AutoCAD SHX Text 358.82

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 359.43

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 359.44

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 366.24

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 365.89

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 365.93

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 364.84

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 364.25

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 363.40

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 360.17

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 359.50

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 358.58

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 358.48

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 359.13

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 358.50

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 357.99

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 357.17

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 357.57

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 358.42

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 360.13

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 361.98

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 362.23

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 362.47

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 363.48

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 363.98

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 365.46

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 365.87

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 367.38

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 367.98

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 358.26

AutoCAD SHX Text

GPM TC

AutoCAD SHX Text

AutoCAD SHX Text 361.75

AutoCAD SHX Text

GPM E-W-N

AutoCAD SHX Text

AutoCAD SHX Text 362.72

AutoCAD SHX Text

GPM E-W-S

AutoCAD SHX Text

AutoCAD SHX Text 363.92

AutoCAD SHX Text

GPM

AutoCAD SHX Text

AutoCAD SHX Text 357.84

AutoCAD SHX Text

AutoCAD SHX Text 358.05

AutoCAD SHX Text

AutoCAD SHX Text 365.69

AutoCAD SHX Text

AutoCAD SHX Text 365.48

AutoCAD SHX Text

AutoCAD SHX Text 365.65

AutoCAD SHX Text

AutoCAD SHX Text 356.80

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 356.92

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 359.08

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 359.24

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 359.46

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 359.36

AutoCAD SHX Text

INLC

AutoCAD SHX Text

AutoCAD SHX Text 361.40

AutoCAD SHX Text

MB 606

AutoCAD SHX Text

AutoCAD SHX Text 364.65

AutoCAD SHX Text

MB 620

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 358.97

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MHSAN

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 361.50

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MHSAN

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 365.39

AutoCAD SHX Text

MHSAN GPM E-W-N

AutoCAD SHX Text

AutoCAD SHX Text 361.66

AutoCAD SHX Text

PN 8

AutoCAD SHX Text

AutoCAD SHX Text 363.13

AutoCAD SHX Text

RPM OLD

AutoCAD SHX Text

AutoCAD SHX Text 363.66

AutoCAD SHX Text

RPM OLD

AutoCAD SHX Text

AutoCAD SHX Text 366.59

AutoCAD SHX Text

S STOP

AutoCAD SHX Text

AutoCAD SHX Text 364.90

AutoCAD SHX Text

S STOP

AutoCAD SHX Text

AutoCAD SHX Text 365.32

AutoCAD SHX Text

S STOP

AutoCAD SHX Text

AutoCAD SHX Text 364.99

AutoCAD SHX Text

S STREET

AutoCAD SHX Text

AutoCAD SHX Text 358.29

AutoCAD SHX Text T 18

AutoCAD SHX Text

AutoCAD SHX Text 358.45

AutoCAD SHX Text T 3

AutoCAD SHX Text

AutoCAD SHX Text 358.14

AutoCAD SHX Text T 3

AutoCAD SHX Text

AutoCAD SHX Text 357.41

AutoCAD SHX Text

TC ER

AutoCAD SHX Text

AutoCAD SHX Text 357.67

AutoCAD SHX Text

AutoCAD SHX Text 359.05

AutoCAD SHX Text

AutoCAD SHX Text 359.76

AutoCAD SHX Text

AutoCAD SHX Text 358.90

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AutoCAD SHX Text 359.64

AutoCAD SHX Text

AutoCAD SHX Text 359.69

AutoCAD SHX Text

AutoCAD SHX Text 359.94

AutoCAD SHX Text

AutoCAD SHX Text 360.16

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AutoCAD SHX Text 360.36

AutoCAD SHX Text

AutoCAD SHX Text 360.59

AutoCAD SHX Text

AutoCAD SHX Text 361.27

AutoCAD SHX Text

AutoCAD SHX Text 360.71

AutoCAD SHX Text

AutoCAD SHX Text 361.44

AutoCAD SHX Text

AutoCAD SHX Text 362.62

AutoCAD SHX Text

AutoCAD SHX Text 362.65

AutoCAD SHX Text

AutoCAD SHX Text 364.52

AutoCAD SHX Text

AutoCAD SHX Text 365.28

AutoCAD SHX Text

AutoCAD SHX Text 366.32

AutoCAD SHX Text

AutoCAD SHX Text 364.71

AutoCAD SHX Text

TC ER

AutoCAD SHX Text

AutoCAD SHX Text 364.97

AutoCAD SHX Text

TC POC

AutoCAD SHX Text

AutoCAD SHX Text 365.07

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TC ER

AutoCAD SHX Text

AutoCAD SHX Text 364.90

AutoCAD SHX Text

AutoCAD SHX Text 365.51

AutoCAD SHX Text

AutoCAD SHX Text 365.75

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TC ER

AutoCAD SHX Text

AutoCAD SHX Text 365.81

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TC POC

AutoCAD SHX Text

AutoCAD SHX Text 366.18

AutoCAD SHX Text

TC ER

AutoCAD SHX Text

AutoCAD SHX Text 364.26

AutoCAD SHX Text

WL 1.5

AutoCAD SHX Text

AutoCAD SHX Text 363.89

AutoCAD SHX Text

WL 1.5 END

AutoCAD SHX Text

AutoCAD SHX Text 365.17

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WL 1.5 END

AutoCAD SHX Text

AutoCAD SHX Text 365.11

AutoCAD SHX Text

WL 1.5 END

AutoCAD SHX Text

AutoCAD SHX Text 358.53

AutoCAD SHX Text

AutoCAD SHX Text 358.61

AutoCAD SHX Text

WV METER

AutoCAD SHX Text

AutoCAD SHX Text 358.65

AutoCAD SHX Text

AutoCAD SHX Text 361.92

AutoCAD SHX Text

WV MTR

AutoCAD SHX Text

AutoCAD SHX Text 366.09

AutoCAD SHX Text

WV MTR

AutoCAD SHX Text

AutoCAD SHX Text 364.53

AutoCAD SHX Text

AutoCAD SHX Text 364.75

AutoCAD SHX Text

AutoCAD SHX Text 357.28

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YPM

AutoCAD SHX Text

AutoCAD SHX Text 357.48

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YPM

AutoCAD SHX Text

AutoCAD SHX Text 363.16

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YPM OLD

AutoCAD SHX Text

AutoCAD SHX Text 363.71

AutoCAD SHX Text

YPM OLD

AutoCAD SHX Text

PPL 69103S52306

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PPL 60081S52294

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PPL 69084/ S52296

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SIGN:STOP

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SIGN:STREET

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SIGN:STOP

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SIGN:STOP

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SIGN:STOP

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EX SANITARY MANHOLE TBA-163 RIM:365.39 INV(E):355.91 INV(W):356.03 INV(N):355.63

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EX SAN MH RIM=361.50 INV(W)=356.70

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STORM INLET 15" HDPE T/G:359.16 INV(S):355.44

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STORM INLET 15" HDPE T/G:359.41 INV(S):354.86

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STORM INLET 15" HDPE T/G:356.86 INV(S):352.41

AutoCAD SHX Text

AutoCAD SHX Text 360.41

AutoCAD SHX Text

AutoCAD SHX Text 366.43

AutoCAD SHX Text

CO MUSH VENT 3.5 S

AutoCAD SHX Text S

AutoCAD SHX Text 620 Prospect Street

AutoCAD SHX Text N/L Paul & Kathleen Beers

AutoCAD SHX Text

J8SE2C-2-1C-0430

AutoCAD SHX Text 626 Prospect Street

AutoCAD SHX Text N/L Michael J. Lester

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J8SE2C-2-1-0430

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8"PVC

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MB #620

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MB #620

AutoCAD SHX Text Ex. Water Main

AutoCAD SHX Text Ex. UG Elect.

AutoCAD SHX Text Ex.Water Service

AutoCAD SHX Text Ex.San. Lateral

AutoCAD SHX Text Ex.Water Service

AutoCAD SHX Text Ex. Gas Main

AutoCAD SHX Text Ex. Water Main

AutoCAD SHX Text Ex.15" HDPE

AutoCAD SHX Text

MB #626

AutoCAD SHX Text Ex. Water Main

AutoCAD SHX Text Ex. Water

AutoCAD SHX Text Service

AutoCAD SHX Text Ex. Water

AutoCAD SHX Text Service

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LOCATION MAP - ALLENTOWN WEST QUADRANGLE 1"=2000'

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NO SCALE

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8" TYPE 2A MODIFIED

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STONE SUBBASE

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5" 25MM BASE COURSE

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1.5" OF 9.5MM WEARING COURSE

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(COMPACTED IN 2-6" LIFTS)

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BITUMINOUS PAVEMENT CROSS SECTION

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DRIVEWAY AND PERIMETER ROADWAY AREAS

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1/4" WIDE

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2" DEEP

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CONTRACTION

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PLAIN CEMENT CONCRETE CURB DETAIL

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CONTRACTION JOINT SPACING

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4'-0" MIN. TO 10'-0" MAX.

AutoCAD SHX Text 8"

AutoCAD SHX Text 21"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1/2"R.

AutoCAD SHX Text 6"*

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PAVEMENT

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STRUCTURE

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CLASS A

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CONCRETE

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SEAL CURB IN A NEAT AND

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UNIFORM MANNER WITH AC-20

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FOR 12" AWAY FROM CURB

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TO PROVIDE A WATERTIGHT

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JOINT ALONG CURB

AutoCAD SHX Text 15"

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1/2" RAD.

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NO SCALE

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CONTRACTION JOINT

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DETAIL

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TYPICAL

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CROSS SECTION

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2" COMPACTED

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AASHTO #57

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STONE SUBBASE

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* PROVIDE 8 IN. CURB REVEAL AND 24 IN. TOTAL CURB

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DEPTH IN AMERICAN PARKWAY RIGHT-OF-WAY.

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1. 2. 3.

AutoCAD SHX Text MATERIALS AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF SECTIONS 630 AND 640 OF PennDOT PUBLICATION 408 FOR PLAIN CEMENT CONCRETE CURB AND DEPRESSED CURB. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS. PLACE 1/2-INCH PREMOULDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES, AT THE END OF THE WORK DAY AND AT MAXIMUM 30-FOOT INTERVALS MEASURED ALONG THE LENGTH OF THE CURB. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS-SECTIONAL AREA OF CURB.

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NOTES:

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JOINT

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INLET SEDIMENT CONTROL DEVICE DETAIL

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NO SCALE

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2 EACH

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DUMP STRAPS

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EXPANSION RESTRAINT

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(1/4" NYLON ROPE,

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2" FLAT WASHERS)

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DUMP STRAP

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1" REBAR FOR BAG

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REMOVAL FROM INLET

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SILTSACK

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INSTALLATION DETAIL

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BAG DETAIL

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TYPE 'C' INLET TOP

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WITH SANDBAGS

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BLOCK OPENING IN

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1. FURNISH APPROPRIATELY SIZED INLET PROTECTION DEVICES TO FIT STANDARD 2 FT. FURNISH APPROPRIATELY SIZED INLET PROTECTION DEVICES TO FIT STANDARD 2 FT. (W) x 4 FT. (L) INLET TOPS AND 2 FT. (W) x 2 FT. (L) YARD DRAINS. 2. MAXIMUM ONE-HALF (1/2) ACRE DRAINAGE AREA. MAXIMUM ONE-HALF (1/2) ACRE DRAINAGE AREA. 3. INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS ARE REQUIRED FOR ALL INSTALLATIONS. 4. MAINTAIN EARTHEN BERM IN ROADWAY UNTIL ROADWAY IS STONED. MAINTAIN ROADWAY MAINTAIN EARTHEN BERM IN ROADWAY UNTIL ROADWAY IS STONED. MAINTAIN ROADWAY SUBBASE BERM IN ROADWAY UNTIL ROADWAY IS PAVED. 5. MAINTAIN 6-IN. MINIMUM HEIGHT ASPHALT BERM IN ROADWAY UNTIL ROADWAY MAINTAIN 6-IN. MINIMUM HEIGHT ASPHALT BERM IN ROADWAY UNTIL ROADWAY SURFACE RECEIVES WEARING COURSE. 6. MAINTAIN EARTHEN BERM IN CHANNEL UNTIL CHANNEL ACHIEVES PERMENENT MAINTAIN EARTHEN BERM IN CHANNEL UNTIL CHANNEL ACHIEVES PERMENENT STABILIZATION. 7. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

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NOTES:

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text 3%

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SLOPE 0.02 FT/FT

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 8"-PennDOT NO. 2A

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PROSPECT STREET CROSS SECTION

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NO SCALE

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(MILL AND OVERLAY)

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4" OR 8" BITUMINOUS BASE COURSE (25MM)

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1.5" MILL OF EXISTING PAVING 1.5" FINISH WEARING COURSE (9.5MM)

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PREPARED SUBGRADE

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SCALE AS NOTED

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PAVEMENT RESTORATION LIMITS

AutoCAD SHX Text PAVING RESTORATION NOTES: 1. CONTRACTOR IS RESPONSIBLE TO MAINTAIN TRAFFIC CONTROLS AT ALL TIMES DURING RESTORATION WORK. 2. TEMPORARY PAVING WILL BE USED DURING THE WINTER MONTHS. 3" OF HOT ASPHALT PAVEMENT COMPACTED AND THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF THE TEMPORARY PAVING THROUGH THE WINTER. 3. FINAL RESTORATION WILL BE COMPLETED IN THE SPRING OF 2026. THE CONTRACTOR WILL BE REQUIRED TO EXCAVATE THE TRENCH TO A DEPTH OF 6.5" BELOW EXISTING GRADE OF PROSPECT COMPACT THE 2A STONE, PLACE 5" OF 25MM BASE COURSE COMPACTED TO WITHIN 1.5" OF FINISHED GRADE. 4. PROSPECT STREET WILL BE MILLED TO A DEPTH OF 1.5" AS NOTED IN THE CONTRACT DRAWINGS. 5. FINAL 9.5MM WEARING COURSE WILL BE PLACED OVER THE MILLED AREA AT A COMPACTED DEPTH OF 1.5". 6. ALL JOINTS ARE TO BE SEALED AS PER CURRENT PENNDOT 408 SPECIFICATIONS.

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WELL VEGETATED OR OTHERWISE

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CLAMPS

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DISCHARGE HOSE

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PUMP

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INTAKE

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1. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. 2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY IS REQUIRED FOR A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY IS REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. 3. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA OR PAVED SURFACE AND BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA OR PAVED SURFACE AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW PATH SHALL BE PROVIDED. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. 4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN A MANNER THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN A MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. 5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND SCREENED. 6. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEMS ARE DETECTED, PUMPING FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEMS ARE DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

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STABILIZED SURFACE

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PUMPED WATER FILTER BAG

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PUMPED WATER FILTER BAG

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NO SCALE

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NOTES:

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ELEVATION VIEW

TBA25009 DESIGN_FINAL-Sewer Design_S1

Sheets and Views

Sewer Design

TBA25009 DESIGN_FINAL-Road Restoration

Sheets and Views

Road Restoration

File details come from the government source that posted it. Updated Oct 29, 2025.