1-Contract Drawing SS-51.pdf

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SANITARY SEWER LINING – VARIOUS AREAS
Solicitation number
Not on record
Issued by
Delaware County, Pennsylvania

About this file

This is a contract drawing document for Haverford Township in Pennsylvania, designated as Contract No. SS-51 for Sanitary Sewer Lining in Various Areas. The project involves the lining of vitrified clay sanitary sewers located at 1014 Darby Road in Havertown, Pennsylvania, with work including base bid sewer repairs and four alternate repair options across different areas within residential zones of the township. The sealed bid submission deadline is 10:00 AM on August 3, 2026, through the PennBID Program. A pre-bid meeting is referenced in the contract documents, though the specific date and time are not detailed in the drawing itself. The drawing was prepared by Pennoni Associates Inc., a Philadelphia-based engineering firm, with approval documentation dated July 6, 2026, and includes location plans, construction notes, and work summaries for multiple sewer repair areas.

The contract requires all bidders to submit a certified check or bid bond payable to the owner in an amount of not less than ten percent of the total bid, with bonds required to be from companies licensed to do business in Pennsylvania. The project is subject to the Township's Responsible Contractor Bidding Requirements and includes mandatory prevailing wage compliance, as indicated by the requirement for a Public Works Employment Verification Form. Contractors are responsible for locating all underground utilities and structures, notifying property owners a minimum of 10 days before work commencement, and maintaining sewer service to all properties throughout construction. Work hours are limited to 7:00 AM to 5:00 PM, Monday through Friday, with no weekend work permitted unless authorized by the township. The contractor must maintain a minimum 12-foot travel lane on roads, accommodate emergency vehicles at all times, and perform all work in accordance with Haverford Township standards, including mandrel testing of new sewer lines.

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AS NOTED

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2026-07-06

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SHEET

APPROVED BY

OF1 1

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS PENNONI

ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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LEGEND

SEWER REPAIRS - BASE BID

SEWER REPAIRS - ALTERNATE 1

SEWER REPAIRS - ALTERNATE 2

CALL 1-800-242-1776

CALL BEFORE YOU DIG

BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA

PA. ACT 287 OF 1974 REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR

BLAST PENNSYLVANIA ONE-CALL SYSTEM, INC.

SERIAL NUMBER(S): 20261333360

CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE:

THE OPERATOR IS RESPONSIBLE FOR ENSURING THAT ALL MATERIAL PLACED ON THE SITE

QUALIFIES AS CLEAN FILL. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED

MATERIAL, USED ASPHALT, AND BRICK, BLOCK, OR CONCRETE FROM CONSTRUCTION AND

DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH.

THE TERM DOES NOT INCLUDE MATERIAL PLACED IN OR ON WATERS OF THE COMMONWEALTH

UNLESS OTHERWISE AUTHORIZED. ALL FILL MATERIAL MUST BE USED IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S POLICY "MANAGEMENT OF FILL" DOCUMENT NUMBER 258-2182-773. A COPY OF THIS DOCUMENT IS AVAILABLE THROUGH THE DEP WEBSITE AT www.depweb.state.pa.us

ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES INCLUDING BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF

PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL

QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS

OR AUDITS.

UTILITY LIST:

ALL DESIGNERS AND CONTRACTORS UTILIZING THIS PLAN AND THE

INFORMATION CONTAINED THEREON ARE CAUTIONED TO COMPLY

WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974, AS

AMENDED.

PECO ENERGY PHONE #: (610)-490-6800

BALDWIN SERVICE CENTER

1510 CHESTER PIKE

EDDYSTONE, PA 13022

AQUA PENNSYLVANIA PHONE #: (610)-328-7712

762 LANCASTER AVENUE

BRYN MAWR, PA 19010

VERIZON PHONE #: (610)-242-1776

42 W. LANCASTER AVENUE

ARDMORE, PA 19003

HAVERFORD TOWNSHIP PHONE #: (610)-446-1000

1014 DARBY ROAD

HAVERTOWN, PA 19083

PA ACT 287 OF 1974 AS AMENDED BY ACT 181 OF 2006:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND STRUCTURES AND

UTILITIES, SUCH AS WATER MAINS, SEWERS, TELEPHONE, GAS AND ELECTRIC CONDUITS, ETC. AND

ABOVE GROUND UTILITIES, WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION OPERATIONS.

TEST HOLES SHALL BE DUG TO DETERMINE THE POSITION OF THE UNDERGROUND STRUCTURES

AND UTILITIES, OR THE CONTRACTOR SHALL ARRANGE WITH THE OWNERS OF SUCH UNDERGROUND

STRUCTURES AND UTILITIES TO ASSIGN A REPRESENTATIVE TO MARK THE LOCATIONS. THE

CONTRACTOR SHALL PAY THE COST OF DIGGING TEST HOLES AND LIKEWISE HE SHALL PAY THE

COST OF THE SERVICE OF THE REPRESENTATIVES OF THE OWNERS OF SUCH UTILITIES FOR

LOCATING THE SAID UTILITIES. THE COST OF DETERMINING THE LOCATIONS IS TO BE INCLUDED IN THE PRICES BID. THE LOCATIONS AND DEPTH OF EXISTING STRUCTURES AND UTILITIES AS SHOWN IN

THE CONTRACT DOCUMENTS IS SIMPLY FOR THE GUIDANCE OF THE CONTRACTOR AND HAVE NOT

BEEN FIELD LOCATED. SINCE THE INFORMATION IS AS FURNISHED BY THE RESPECTIVE UTILITIES, OR TAKEN FROM NON-AS-UILT PLANS, THE ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OF THE

PLANS IN THIS RESPECT.

NO. 20203391237

CONSTRUCTION NOTES:

1. CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 10-DAYS PRIOR TO

COMMENCEMENT OF ANY WORK.

2. CONTRACTOR MUST MAINTAIN SEWER SERVICE TO ALL PROPERTIES FOR THE DURATION OF THE WORK. TEMPORARY CONNECTIONS MUST BE COMPLETED AS NECESSARY TO MAINTAIN SERVICE. ALL TEMPORARY CONNECTIONS MUST BE THE SAME DIAMETER PIPE AS THE EXISTING LATERAL AND BE APPROVED BY THE TOWNSHIP.

3. THE CONTRACTOR MUST BYPASS PUMP ALL FLOWS AROUND THE WORK AREA. FLOW SHALL BE BYPASSED FROM THE

UPSTREAM MANHOLE TO THE DOWNSTREAM MANHOLE.

4. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS.

5. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER OR HIS

REPRESENTATIVE, OR THE ENGINEER, MAY BE CAUSE OF THE WORK TO BE UNACCEPTABLE.

6. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER.

7. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO

CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.

8. LINING SHALL BE COMPLETED BETWEEN THE HOURS OF 7:00 AM AND 5:00 PM, MONDAY THROUGH FRIDAY. NO WORK SHALL BE COMPLETED ON WEEKENDS OR BEYOND THE NOTED HOURS UNLESS AUTHORIZED BY THE TOWNSHIP.

9. DURING THE CLEANING/TELEVISING PROCESS, THE CONTRACTOR SHALL NOTE ANY ISSUES WITH THE SEWER MAIN

THAT COULD AFFECT THE LINING PROCESS AND IMMEDIATELY INFORM THE TOWNSHIP.

10. THE CONTRACTOR MUST MAINTAIN A MINIMUM 12 FOOT WIDE TRAVEL LANE ON THE ROADS DURING THE LINING PROCESS FOR RESIDENTS AND EMERGENCY VEHICLES. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL "NO PARKING" SIGNS (PROVIDED BY THE TOWNSHIP) AT ALL LOCATIONS NECESSARY TO PROVIDE THE TRAVEL LANE.

11. THE CONTRACTOR MUST ACCOMMODATE EMERGENCY VEHICLES AT ALL TIMES.

GENERAL NOTES:

1. ALL DESIGNERS AND CONTRACTORS UTILIZING THESE PLANS AND THE INFORMATION

CONTAINED THEREON ARE CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF

PENNSYLVANIA ACT 187 OF 1996, HOUSE BILL 722 ENTITLED "UNDERGROUND UTILITY LINE

PROTECTION."

2. IN ACCORDANCE WITH PA ACT 287 OF 1974 AS AMENDED BY PA ACT 187 OF 1996. THE

CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE PENNSYLVANIA

ONE CALL SYSTEM, INC. (800-242-1776) A MINIMUM OF 3 WORKING DAYS BEFORE THE START

OF EXCAVATION.

3. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES

AND STRUCTURES BEFORE THE START OF WORK.

4. LOCATIONS, DEPTHS AND SIZES OF UTILITIES AS SHOWN IN PLANS AND PROFILES ARE

APPROXIMATE. CONTRACTOR SHALL CONTACT UTILITIES A MINIMUM OF THREE (3) DAYS PRIOR

TO BEGINNING CONSTRUCTION TO CONFIRM LOCATIONS, DEPTHS AND SIZES OF THEIR

FACILITIES - SEE USER'S CONFIRM LIST.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND DEPTHS

OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF WORK

AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE

ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES

ON THESE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF

UTILITIES SHOWN OR NOT SHOWN. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH

OF UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

6. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATING TEST PITS AT ALL LOCATIONS WHERE

EXISTING UTILITIES MAY BE IN CONFLICT WITH THE PROPOSED WORK A MINIMUM OF 3-WEEKS

PRIOR TO COMMENCEMENT OF WORK. ANY CONFLICTS ENCOUNTERED SHALL BE REPORTED

TO THE TOWNSHIP IMMEDIATELY.

7. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES AND

STRUCTURES IS NOT GUARANTEED.

8. IF UTILITY CONFLICTS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY INFORM THE TOWNSHIP AND ENGINEER AND MAKE ARRANGEMENTS FOR THE

RELOCATION OF THE NECESSARY UTILITIES AT NO COST TO THE TOWNSHIP OR THE

ENGINEER.

9. CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXPOSED LINES AND BE RESPONSIBLE FOR

MAKING COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, WIRING, CABLES, AND

APPURTENANCES AT NO COST TO THE OWNERS OF THE SAID UTILITIES, THE TOWNSHIP OR

ENGINEERS.

10. THE LOCATION OF THE EXISTING OVERHEAD UTILITIES SHOWN ON THIS PLAN HAVE BEEN

TAKEN FROM FIELD OBSERVATION.

11. CONTRACTOR IS CAUTIONED TO PROTECT ALL STRUCTURES IMMEDIATELY ADJACENT TO HIS

EXCAVATION AREAS. ANY DAMAGE TO STRUCTURE SHALL BE REPAIRED BY CONTRACTOR AT

HIS OWN COST.

12. INVERTS OF EXISTING SEWERS WHERE PROPOSED CONNECTIONS ARE TO BE MADE SHALL BE

VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND BEFORE ORDERING MATERIAL.

13. CONTRACTOR MUST MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC TO ALL PROPERTIES

THROUGHOUT THE DURATION OF THE CONTRACT.

14. ALL LINES TO BE ABANDONED SHALL BE CUT AND CAPPED WATER TIGHT.

15. ALL WORK SHALL BE IN ACCORDANCE WITH HAVERFORD TOWNSHIP STANDARDS.

16. ALL NEW SEWER MUST BE MANDREL TESTED IN ACCORDANCE WITH THE SPECIFICATIONS AND

THE REQUIREMENTS OF HAVERFORD TOWNSHIP.

LOCATION MAP

1" = 1000'

PROJECT LOCATION

SCALE: 1" = 200'

SIGNAGE LEGEND:

TYPE II

BARRICADE

W30-1-4

R11-4

TO THUR TRAFFIC

60"x30"

ROAD CLOSED

SPECIAL SIGN - Z

LEGEND AND BORDER: BLACK (NON-REFLECTORIZED)

BACKGROUND: WHITE (REFLECTORIZED)

SERIES D LETTERS

BORDER: 2"

ROAD OPEN

TO RESIDENTS

ONLY

36"

6"

D E

TEMPORARY TRAFFIC CONTROL DEVICE

(PENNDOT REFLECTIVE BARREL)

PROVIDE AROUND ALL EQUIPMENT AND

MATERIALS ON SITE AT MAXIMUM

15-FOOT INTERVALS

TYPE B LIGHT

(2 EA)

SEWER REPAIRS - ALTERNATE 3

SEWER REPAIRS - ALTERNATE 4

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