1-2026-03-09 1230002822 EE-IFB.pdf

PA ONE CALL

PA ONE CALL UNDERGROUND UTILITY PROTECTION ACT

ONE CALL SYSTEM SERIAL NUMBER:

PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT 187 OF 1996, ACT 181 OF 2006,ACT 160 OF 2016 AND ACT 50 OF 2018 OF THE PENNSYLVANIA STATE LEGISLATURE, RETTEW ASSOCIATES, INC.

HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION

WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:

1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW ASSOCIATES, INC. REQUESTED FROM EACH

FACILITY OWNER DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) OF SAID ACT, NOT LESS THAN TEN (10) NOR MORE THAN NINETY (90) BUSINESS DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY CALLING THE PENNSYLVANIA ONE CALL SYSTEM SERVING THE LOCATION WHERE THE WORK IS TO BE PERFORMED, AND SHOWING THE ASSOCIATED SERIAL NUMBER(S) ON THIS/THESE DRAWING(S).3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY, AS DERIVED PURSUANT TO THE

REQUEST MADE AS REQUIRED BY CLAUSE (2),

4. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE TOLL-FREE NUMBER FOR THE ONE CALL SYSTEM AND THE SERIAL NUMBER(S)FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S), ADDITIONALLY, RETTEW ASSOCIATES, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST, AND AS REFLECTED ONTHIS/THESE DRAWING(S), IS CORRECT OR ACCURATE. INFORMATION REFLECTED ON THIS/THESE DRAWING(S) IS SHOWN AS REQUIRED BY SAID ACT NO. 160 OF 2016, AND AS PROVIDED BY THE FACILITY OWNER PURSUANT TO

SECTION 2, CLAUSE (4) OF SAID ACT.

DATE: DATE

SERIAL#

LINE SYMBOLOGY

PLAN SYMBOLOGY

MATERIAL SYMBOLOGY

PIPING SYMBOLOGY

PIPING WALL PENETRATIONS

PLAN

SECTION

DETAIL

DWG. No. TITLE

SERIES 00 GENERAL

G001 COVER SHEET

G002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SERIES 100 WATER LINE REPLACEMENT PLANS

C100 KEY PLAN/SEQUENCE OF CONSTRUCTION

C101 MEADE STREET - SHEET NO. 1 - PLAN & PROFILE

C102 MEADE STREET - SHEET NO. 2- PLAN & PROFILE

C103 MEADE STREET - SHEET NO. 3- PLAN & PROFILE

C104 MEADE STREET - SHEET NO. 4 - PLAN & PROFILE

C105 MEADE STREET - SHEET NO. 5 - PLAN & PROFILE

C106 MEADE STREET - SHEET NO. 6 - PLAN (ALT BID 1)

C107 HANCOCK STREET PLAN & STEWART STREET PLAN & PROFILE

SERIES 200 - DETAILS

C200 WATER LINE DETAILS

C201 WATER LINE DETAILS

C202 PRESSURE REDUCING VALVE VAULT - PLAN & SECTIONS

SERIES 300 EROSION & SEDIMENTATION CONTROL

C300 EROSION & SEDIMENTATION CONTROL PLAN - SHEET NO. 1

C301 EROSION & SEDIMENTATION CONTROL PLAN - SHEET NO. 2

C302 EROSION & SEDIMENTATION CONTROL PLAN - SHEET NO. 3

C310 EROSION & SEDIMENTATION CONTROL NOTES

C311 EROSION & SEDIMENTATION CONTROL DETAILS

PA ONE CALL UNDERGROUND UTILITY PROTECTION ACT

ONE CALL SYSTEM SERIAL NUMBERS:

PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT

187 OF 1996, ACT 181 OF 2006, ACT 160 OF 2016 AND ACT 50 OF 2017 OF THE

PENNSYLVANIA STATE LEGISLATURE, RETTEW ASSOCIATES, INC. HAS

PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING

EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL

SUBDIVISION(S) SHOWN ON THE DRAWINGS:

1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW

ASSOCIATES, INC. REQUESTED FROM EACH FACILITY OWNER

DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM

NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE

(4) OF SAID ACT, NOT LESS THAN TEN (10) NOR MORE THAN NINETY (90)

BUSINESS DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.

2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY

CALLING THE PENNSYLVANIA ONE CALL SYSTEM SERVING THE

LOCATION WHERE THE WORK IS TO BE PERFORMED, AND SHOWING

THE ASSOCIATED SERIAL NUMBER(S) ON THIS/THESE DRAWING(S).

3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

POSITION AND TYPE OF EACH FACILITY, AS DERIVED PURSUANT TO THE

REQUEST MADE AS REQUIRED BY CLAUSE (2),

4. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

TOLL-FREE NUMBER FOR THE ONE CALL SYSTEM AND THE SERIAL

NUMBER(S) FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S),

ADDITIONALLY, RETTEW ASSOCIATES, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE

INFORMATION RECEIVED PURSUANT TO SAID REQUEST, AND AS REFLECTED ON

THIS/THESE DRAWING(S), IS CORRECT OR ACCURATE. INFORMATION REFLECTED

ON THIS/THESE DRAWING(S) IS SHOWN AS REQUIRED BY SAID ACT NO. 160 OF

2016, AND AS PROVIDED BY THE FACILITY OWNER PURSUANT TO SECTION 2,

CLAUSE (4) OF SAID ACT.

DATE:

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES THREE (3)

WORKING DAYS NOTICE FOR CONSTRCTION

PHASE AND TEN (10) WORKING DAYS IN

DESIGN STAGE - STOP CALL1-800-242-1776

IT IS THE CLIENT'S RESPONSIBILITY TO NOTIFY RETTEW NO LESS THAN 10 DAYS

AND NO MORE THAN 90 DAYS PRIOR TO THE CONSTRUCTION BEGIN DATE. THIS

NOTIFICATION WILL ALLOW US TO UPDATE THE PA811 ONE CALL TICKETS

ASSOCIATED WITH THIS PROJECT, WHICH IS A REQUIREMENT UNDER ACT 287.

3/3/2026

20260621985

COMPANY:PENNSYLVANIA ELECTRIC CO

ADDRESS:21 S MAIN STREET

AKRON, OH. 44308

CONTACT:MELLYSSA ADAMS

EMAIL:madams@firstenergycorp.com

PHONE:330-604-4073

COMPANY:NORTHERN BLAIR COUNTY REGIONAL SWR AUTH

ADDRESS:5689 E PLEASANT VALLEY BLVD

TYRONE, PA. 16686

CONTACT:VINNY DEAN

EMAIL:nbcrsa1@aol.com

PHONE:814-329-1576

COMPANY:OAK RIDGE AUTHORITY

ADDRESS:108 BAUGHMAN HOLLOW RD

TYRONE, PA. 16686-8133

CONTACT:JAIME DAUGHENBAUGH

EMAIL:oakridgewater108@yahoo.com

PHONE:814-682-7379

COMPANY:SNYDER TOWNSHIP

ADDRESS:108 BAUGHMAN HOLLOW RD

TYRONE, PA. 16686

CONTACT:BRAD CONFER

EMAIL:snydertwp@comcast.net

PHONE:814-329-1784

COMPANY:TYRONE BOROUGH

ADDRESS:1100 LOGAN AVE

TYRONE, PA. 16686

CONTACT:JASON HARRIS

EMAIL:jharris@tyroneboropa.com

PHONE:814-684-2110

COMPANY:TYRONE BOROUGH AUTHORITY WATER

ADDRESS:1100 LOGAN AVE

TYRONE, PA. 16686

CONTACT:DON SHULTZ

EMAIL:dshultz@tyroneboropa.com

PHONE:814-684-5396

AutoCAD SHX Text BUILDING/STRUCTURE ABBREVIATION: MPS MAIN PUMP STATION MAIN PUMP STATION PC PRIMARY CLARIFERS PRIMARY CLARIFERS PDPS PLANT DRAIN PUMP STATION PLANT DRAIN PUMP STATION AER AERATION TANKS AERATION TANKS AEBR AERATION BLOWERS AERATION BLOWERS INTPS INTERMEDIATE PUMP STATION INTERMEDIATE PUMP STATION TF TERTIARY FILTERS TERTIARY FILTERS CF CHEMICAL FEED CHEMICAL FEED DW DEWATERING BUILDING DEWATERING BUILDING AWTPS AWT FEED PUMP STATION AWT FEED PUMP STATION AWT AWT BUILDING AWT BUILDING SC SECONDARY CLARIFIERS SECONDARY CLARIFIERS SCPS SECONDARY CLARIFIERS SECONDARY CLARIFIERS PUMP STATION ADM ADMINISTRATION BUILDINGADMINISTRATION BUILDING

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LIST OF CONTRACTS

AutoCAD SHX Text CONTRACT No. BCRA 17-01 GENERAL/MECHANICAL CONSTRUCTION No. BCRA 17-01 GENERAL/MECHANICAL CONSTRUCTION BCRA 17-01 GENERAL/MECHANICAL CONSTRUCTION GENERAL/MECHANICAL CONSTRUCTION CONTRACT No. BCRA 17-02 HVAC CONSTRUCTION No. BCRA 17-02 HVAC CONSTRUCTION BCRA 17-02 HVAC CONSTRUCTION HVAC CONSTRUCTION CONTRACT No. BCRA 17-03 ELECTRICAL CONSTRUCTION No. BCRA 17-03 ELECTRICAL CONSTRUCTIONBCRA 17-03 ELECTRICAL CONSTRUCTIONELECTRICAL CONSTRUCTION

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ALTERNATE BID NOTE:

AutoCAD SHX Text ALTERNATE BID 'A' IS IN REFERENCE TO 'GE PROCESS SYSTEM LAYOUT' IS IN REFERENCE TO 'GE PROCESS SYSTEM LAYOUT' ALTERNATE BID 'B' IS IN REFERENCE TO 'PALL PROCESS SYSTEM LAYOUT' IS IN REFERENCE TO 'PALL PROCESS SYSTEM LAYOUT'

AutoCAD SHX Text SERIES 00 GENERAL 00G-01 COVER SHEET, DRAWING INDEX COVER SHEET, DRAWING INDEX 00G-02 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS GENERAL NOTES, ABBREVIATIONS AND SYMBOLS SERIES 01 SITE 01C-01 OVERALL SITE PLAN OVERALL SITE PLAN 01C-02 ENLARGED SITE PLAN ENLARGED SITE PLAN SERIES 50 DEWATERING & THICKENING 50X-01 BASEMENT FLOOR DEMOLITION PLAN BASEMENT FLOOR DEMOLITION PLAN 50X-02 MAIN FLOOR DEMOLITION PLAN 50X-03 SECOND FLOOR DEMOLITION PLAN 50X-04 DEMOLITION SECTION A-A 50X-05 DEMOLITION SECTIONS 50X-06 DEMOLITION SECTION E-E 50D-01 BASEMENT FLOOR MODIFICATION PLAN 50D-02 MAIN FLOOR MODIFICATION PLAN 50D-03 SECOND FLOOR MODIFICATION PLAN 50D-04 MODIFICATION SECTION A-A MODIFICATION SECTION A-A 50D-06 MODIFICATION SECTIONS 50D-07 MODIFICATION SECTION F-F 50D-08 MODIFICATION SECTION G-G SERIES 70 WAS STAGING TANK 70X-01 DEMOLITION PLAN 70X-02 DEMOLITION SECTIONS 70D-01 MODIFICATION PLAN 70D-02 MODIFICATION SECTIONS SERIES 99 MISCELLANEOUS 99D-01 DETAILS

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CONTRACT ABBREVIATIONS:

AutoCAD SHX Text GC GENERAL CONTRACT GENERAL CONTRACT EC ELECTRICAL CONTRACT ELECTRICAL CONTRACT HC HEATING / VENTILATING CONTRACT HEATING / VENTILATING CONTRACT PC PLUMBING CONTRACTPLUMBING CONTRACT

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UNDERGROUND UTILITY PROTECTION ACT

AutoCAD SHX Text PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT 187 OF 1996, ACT 181 OF 2006, ACT 160 OF 2016 AND ACT 50 OF 2018 OF THE PENNSYLVANIA STATE LEGISLATURE, RETTEW ASSOCIATES, INC. HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS: 1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW ASSOCIATES, PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW ASSOCIATES, INC. REQUESTED FROM EACH FACILITY OWNER DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) OF SAID ACT, NOT LESS THAN TEN (10) NOR MORE THAN NINETY (90) BUSINESS DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED. 2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY CALLING THE PENNSYLVANIA ONE CALL SYSTEM SERVING THE LOCATION WHERE THE WORK IS TO BE PERFORMED, AND SHOWING THE ASSOCIATED SERIAL NUMBER(S) ON THIS/THESE DRAWING(S). 3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW ASSOCIATES, PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY, AS DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY CLAUSE (2), 4. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE TOLL-FREE NUMBER FOR THE ONE CALL SYSTEM AND THE SERIAL NUMBER(S) FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S). ADDITIONALLY, RETTEW ASSOCIATES, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST, AND AS REFLECTED ON THIS/THESE DRAWING(S), IS CORRECT OR ACCURATE. INFORMATION REFLECTED ON THIS/THESE DRAWING(S) IS SHOWN AS REQUIRED BY SAID ACT NO. 160 OF 2016, AND AS PROVIDED BY THE FACILITY OWNER PURSUANT TO SECTION 2, CLAUSE (4) OF SAID ACT.

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ONE CALL SYSTEM SERIAL NUMBER:

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DATE

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NUMBER

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DATE:

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LIST OF CONTRACTS

AutoCAD SHX Text CONTRACT No. HMA 2025-01 GENERAL CONSTRUCTION No. HMA 2025-01 GENERAL CONSTRUCTION HMA 2025-01 GENERAL CONSTRUCTION GENERAL CONSTRUCTION CONTRACT No. HMA 2025-02 ELECTRICAL CONSTRUCTION

AutoCAD SHX Text CONTRACT No. HMA 2019-02

AutoCAD SHX Text CONTRACT No. HMA 2019-03

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ALL CONTRACTS

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AutoCAD SHX Text Existing Structure

AutoCAD SHX Text Existing Guy Wire

AutoCAD SHX Text Existing Spot Elevation

AutoCAD SHX Text Existing Wetlands Boundary

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FOU

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FOU

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NEW UNDERGROUND FIBER OPTIC LINE

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NEW EASEMENT LINE

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NEW TEST BORE LOCATION

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NEW BENCH MARK

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NEW ELECTRIC BOX

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NEW ELECTRIC MANHOLE

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NEW STRUCTURE

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NEW SPOT ELEVATION

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STRAINER

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HOSE BIB

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PLUG/CAP

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PIPE BASE ELBOW

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GENERAL SYMBOLOGY NOTES:

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REVISION SEQUENCE NUMBER

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AREA OF REVISION

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SECTION MARK IDENTIFICATION LETTER

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SECTION DRAWING LOCATION NUMBER

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GENERAL SYMBOLOGY

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EQUIPMENT TAGGING

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TITLE

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SECTION IDENTIFICATION LETTER

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REF: C02

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SCALE: 1/4"=1'-0"

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TITLE

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SECTION REFERENCE LOCATION

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LOCATION OF SECTION (CURRENT DRAWING)

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DETAIL IDENTIFICATION NUMBER

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REF: C02

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SCALE: 1/2"=1'-0"

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TITLE

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DETAIL REFERENCE LOCATION

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LOCATION OF DETAIL (CURRENT DRAWING)

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DETAIL IDENTIFICATION LETTER

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DETAIL DRAWING LOCATION NUMBER

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NORTH

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NORTH ARROWS

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ARCHITECTURAL GRAPHIC SCALES

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ENGINEERING GRAPHIC SCALES

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COUPLING

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FLOW ARROW

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PRESSURE GAUGE

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FLOW METER

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EQUIPMENT (SEE TABLE)

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DEVICE NUMBER

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DEVICE MAIN AREA

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(OPTIONAL)

AutoCAD SHX Text EQUIPMENT TABLE: C CONVEYOR CONVEYOR CP CONTROL PANEL CONTROL PANEL B BLOWER BLOWER D DRIVE DRIVE G GRINDER GRINDER MX MIXER MIXER P PUMP PUMP T TANK TANK V VALVEVALVE

AutoCAD SHX Text X=LETTER SUFFIX TO DISTINGUISH BETWEEN INSTRUMENTS IN LOOP WITH SAME FUNCTIONAL IDENTIFICATION. (USED AS REQ'D)

AutoCAD SHX Text XXX=FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS FROM INSTRUMENT DENTIFICATION TABLE.

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NNNX

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XXX

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DEVICE NUMBER

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DEVICE MAIN AREA

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(OPTIONAL)

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AIR RELIEF VALVE

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AIR/VACUUM VALVE

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MATCH LINE

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MATCH LINE - SEE SHEET 1

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1. THIS IS A STANDARD SHEET SHOWING COMMONLY USED SYMBOLOGY. THIS IS A STANDARD SHEET SHOWING COMMONLY USED SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 2. FOR STANDARD PLUMBING NOTES, ABBREVIATIONS AND SYMBOLS, FOR STANDARD PLUMBING NOTES, ABBREVIATIONS AND SYMBOLS, REFER TO PROCESS STANDARD DRAWING 00P-01. 3. FOR STANDARD MECHANICAL NOTES, ABBREVIATIONS AND SYMBOLS, FOR STANDARD MECHANICAL NOTES, ABBREVIATIONS AND SYMBOLS, REFER TO MECHANICAL STANDARD DRAWING 00M-01. 4. FOR STANDARD INSTRUMENTATION NOTES, ABBREVIATIONS AND FOR STANDARD INSTRUMENTATION NOTES, ABBREVIATIONS AND SYMBOLS, REFER TO INSTRUMENTATION STANDARD DRAWING 00I-01. I-01. -01. 5. FOR STANDARD ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS, FOR STANDARD ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS, REFER TO ELECTRICAL STANDARD DRAWING 00E-01.

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%%U GENERAL NOTES

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1. DUCTILE IRON PIPE JOINTS SHALL BE PUSH-ON JOINTS AND SHALL BE DUCTILE IRON PIPE JOINTS SHALL BE PUSH-ON JOINTS AND SHALL BE FURNISHED WITH THE APPROPRIATE ACCESSORIES. 2. DUCTILE IRON PIPE FITTINGS SHALL BE COMPACT WITH MECHANICAL DUCTILE IRON PIPE FITTINGS SHALL BE COMPACT WITH MECHANICAL JOINT CONNECTIONS UNLESS OTHERWISE SPECIFIED AND BE FURNISHED WITH THE REQUIRED ACCESSORIES AS SPECIFIED. 3. UNLESS SPECIFICALLY STATED OTHERWISE, MECHANICAL JOINT UNLESS SPECIFICALLY STATED OTHERWISE, MECHANICAL JOINT CONNECTIONS SHALL BE RESTRAINED USING EBAA IRON MEGALUG SERIES 1100 OR APPROVED EQUAL. 4. GATE VALVES SHALL BE AS SPECIFIED IN SECTION 331000 - WATER GATE VALVES SHALL BE AS SPECIFIED IN SECTION 331000 - WATER UTILITIES. 5. FIRE HYDRANTS SHALL BE AS SPECIFIED IN SECTION 331000 - WATER FIRE HYDRANTS SHALL BE AS SPECIFIED IN SECTION 331000 - WATER UTILITIES. 6. ALL BENDS, REDUCERS, AND TEES SHALL BE RESTRAINED BY THRUST ALL BENDS, REDUCERS, AND TEES SHALL BE RESTRAINED BY THRUST BLOCKS AND RESTRAINED JOINTS. LOCATION AND SPACING TO BE DICTATED BY PLAN DETAILS AND SPECIFICATIONS. 7. DETECTION TAPE SHALL BE INSTALLED ABOVE ALL WATER LINES. SEE DETECTION TAPE SHALL BE INSTALLED ABOVE ALL WATER LINES. SEE SECTION 331000 - WATER UTILITIES FOR DETECTION TAPE SPECIFICATION. 8. ALL BURIED VALVES SHALL INCLUDE A VALVE BOX AS SPECIFIED IN ALL BURIED VALVES SHALL INCLUDE A VALVE BOX AS SPECIFIED IN SECTION 331000 - WATER UTILITIES.

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%%UMATERIAL NOTES

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AutoCAD SHX Text THE CONTRACTOR IS NOT PERMITTED TO STORE MATERIALS OR EQUIPMENT ON THE PAVEMENT OR PENNDOT RIGHTS-OF-WAY.

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AutoCAD SHX Text THE CONTRACTOR WILL BE WORKING IN CLOSE PROXIMITY TO EXISTING STRUCTURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING STRUCTURES.

AutoCAD SHX Text OSHA REGULATIONS MAKE IT UNLAWFUL TO OPERATE CRANES, BOOMS, HOISTS, ETC. WITHIN TEN (10) FEET OF ANY ELECTRIC LINE UNDER 50 KV. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.

AutoCAD SHX Text UNLESS OTHERWISE INDICATED AT A SPECIFIC LOCATION, ALL FINISHED GRADES ARE TO CONFORM TO AND MATCH EXISTING GRADES.

AutoCAD SHX Text ANY ADJUSTMENTS MADE BY THE CONTRACTOR TO THE LINE AND GRADE OF ANY WATER LINE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REVIEWED BY THE ENGINEER AND ANY OTHER AGENCIES HAVING JURISDICTION PRIOR TO ITS INCORPORATION INTO THE WORK.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED OR DESTROYED LANDSCAPE.

AutoCAD SHX Text SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITIES BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING FURTHER WITH THE WORK IN THIS AREA.

AutoCAD SHX Text THE PROJECT DRAWINGS ARE GENERALLY DIAGRAMMATIC IN INDICATING THE PRESENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL MAKE EVERY REASONABLE ATTEMPT TO LOCATE ALL UTILITY LINES PRIOR TO COMMENCING WITH THE EXCAVATION OF ANY AFFECTED AREA. WHEN THE UTILITIES ARE TO BE LEFT IN PLACE, THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING THE EXCAVATION AND BACKFILLING OPERATIONS.

AutoCAD SHX Text CONTACT THE PA ONE CALL SYSTEM AT 1-800-242-1776 THREE WORKING DAYS BEFORE EXCAVATION BEGINS FOR FIELD LOCATION OF FACILITIES.

AutoCAD SHX Text PRIOR TO THE START OF CONSTRUCTION, INFORM ALL AREA UTILITY COMPANIES OF PLANNED CONSTRUCTION IN ACCORDANCE WITH THE PENNSYLVANIA ACT 181 REQUIREMENTS.

AutoCAD SHX Text THE CONTRACTOR SHALL DOCUMENT PRECONSTRUCTION CONDITIONS WITH DIGITAL VIDEO ALONG THE ENTIRE ALIGNMENT ON A SUNNY DAY; REFER TO SECTION 013300-SUBMITTALS FOR FULL PRECONSTRUCTION VIDEO REQUIREMENTS.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A COPY OF ALL PERMITS RELATED TO THE CONSTRUCTION SHOWN ON THESE PLANS ON THE JOB SITE AT ALL TIMES. ALL WORK SHALL CONFORM TO THE PERMIT CONDITIONS AND REQUIREMENTS.

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AutoCAD SHX Text ANY CONSTRUCTION ENTRANCES FROM STAGING AREAS ONTO STATE ROADS MAY REQUIRE THE CONTRACTOR TO ACQUIRE A SUPPLEMENTAL PENNDOT PERMIT.

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AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC SAFETY AS MANDATED BY PENNDOT, OSHA, SBA, OR OTHER AGENCIES. CONTRACTOR SHALL SUBMIT FOR REVIEW A MAINTENANCE OF TRAFFIC PLAN FOR ALL PHASES OF CONSTRUCTION. CONSTRUCTION MAY NOT BEGIN UNTIL THE PLAN IS DETERMINED TO BE ACCEPTABLE. ALL TRAFFIC CONTROLS SHALL CONFORM TO PENNDOT STANDARDS.

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AutoCAD SHX Text CONTRACTOR SHALL TEST PIT ALL WATER LINE CROSSINGS OF UTILITIES, PIPES, AND OTHER OBSTRUCTIONS TO VERIFY LOCATION AND DEPTH PRIOR TO COMMENCING WORK IN THE AREA. ADJUSTMENT OF THE WATER LINE DEPTH TO PROVIDE THE MINIMUM REQUIRED CLEARANCES SHALL BE CONSIDERED PART OF THE BID UNIT PRICES.

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AutoCAD SHX Text WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER, SEPTIC TANK OR SOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE-TO-EDGE.

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AutoCAD SHX Text IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN 10-FOOT SEPARATION, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.

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AutoCAD SHX Text WHENEVER WATER MAINS MUST CROSS BUILDING DRAINS, STORM DRAINS OR SANITARY SEWERS, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18 INCHES ABOVE THE TOP OF THE DRAIN OR SEWER. THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THE PORTION OF THE WATER MAIN LOCATED WITHIN 10 FEET HORIZONTALLY OF ANY SEWER OR DRAIN IT CROSSES. THE 10 FEET IS TO BE MEASURED AS A PERPENDICULAR DISTANCE FROM THE DRAIN OR SEWER LINE TO THE WATER LINE. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. PROVIDE ADEQUATE SUPPORT FOR THE WATER LINE AT ALL CROSSINGS.

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AutoCAD SHX Text WHEN IT IS IMPOSSIBLE TO OBTAIN THE PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE HAVING MECHANICAL JOINTS.

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AutoCAD SHX Text WHERE WATER MAINS MUST CROSS UNDER A SEWER, ADDITIONAL PROTECTION SHALL BE PROVIDED BY: A. A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE SEWER AND THE TOP OF THE WATER LINE. B. ADEQUATE STRUCTURAL SUPPORT FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER LINE. C. A FULL LENGTH OF THE WATER LINE PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SO THAT THE JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER.

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AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EASEMENTS AND STREET RIGHTS-OF-WAY, AND SHALL INSTALL THE PROPOSED WATER LINE WITHIN THE RIGHTS-OF-WAY EASEMENTS. THE DISTURBED AREA SHALL BE CONFINED TO THE EASEMENTS AND THE RIGHTS-OF-WAY THROUGHOUT THE DURATION OF THE CONSTRUCTION.

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AutoCAD SHX Text DAMAGED PAVEMENT OUTSIDE OF THE AREAS IDENTIFIED ON THE DRAWINGS TO BE REPLACED SHALL BE REPAIRED TO THE SATISFACTION OF THE BOROUGH OR PENNDOT AT NO ADDITIONAL COST TO THE OWNER.

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AutoCAD SHX Text CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE RESIDENT PROJECT REPRESENTATIVE'S TIME AND TRAVEL IN THE EVENT THAT A SCHEDULED TEST OR SITE VISIT IS CANCELED BY THE CONTRACTOR WITHOUT ADVANCE NOTIFICATION TO THE RESIDENT PROJECT REPRESENTATIVE BY 6:00 PM OF THE PREVIOUS WORK DAY.

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AutoCAD SHX Text SEE THE EROSION AND SEDIMENT CONTROL DRAWINGS FOR ADDITIONAL PROJECT REQUIREMENTS.

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AutoCAD SHX Text MATERIAL EXCAVATED FROM THE PIPE TRENCH MUST BE REMOVED FROM THE SITE. THIS MATERIAL MAY NOT BE STORED AT THE SITE OR DEPOSITED ON ROAD SURFACES,.

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AutoCAD SHX Text PAVED AND CONCRETE AREAS SHALL BE BRUSHED CLEAN AT THE END OF EACH DAYS WORK TO REMOVE ALL SOIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL TO THE SATISFACTION OF THE OWNERS'S REPRESENTATIVE.

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AutoCAD SHX Text DISTURBED AREAS OUTSIDE OF THE PAVEMENT SHALL BE RESTORED WITHIN 3 DAYS OF THE COMPLETION OF THE WORK IN EACH AREA.

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28. AT CONNECTIONS TO EXISTING WATER LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE PRIOR TO INSTALLATION TO VERIFY THE LOCATION AND EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER PRIOR TO INITIATING WORK IN THE AREA OF THE CONNECTION. 29. ENGINEER. DISPOSAL SITES SHALL HAVE EROSION AND SEDIMENT PROTECTION PLANS AND NPDES PERMITS, AS REQUIRED BY THE COMMONWEALTH OF PA. IF THE CONTRACTOR WISHES TO CHANGE DISPOSAL SITES DURING THE PROJECT, NEW SITES SHALL BE SUBMITTED FOR REVIEW BEFORE USE. 30. ACCESS TO BUSINESSES ADJACENT TO THE PROJECT SHALL BE MAINTAINED TO THE EXTENT POSSIBLE. BUSINESSES SHALL BE NOTIFIED A MINIMUM OF 72 HOURS PRIOR TO ANY TIME WHEN ACCESS WILL BE IMPACTED BY THE WORK. ACCESS SHALL NOT BE IMPACTED TO ANY BUSINESS FOR MORE THAN 24 CONSECUTIVE HOURS AT ANY ONE TIME. 31. WHEN THE EDGE OF ANY EXCAVATION IS WITHIN FIVE FEET OF ANY POWER POLE, THE CONTRACTOR SHALL CONTACT PENELEC / FIRST ENERGY A MINIMUM OF 72 HOURS PRIOR TO A MINIMUM OF 72 HOURS PRIOR TO A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK TO REQUEST THAT THE POLE BE SUPPORTED BY PENELEC. 32. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW A PLAN TO DISINFECT AND FLUSH THE NEW WATER LINES. ANY TEMPORARY CONNECTIONS NEEDED TO FEED CHLORINATED WATER OR TO FLUSH SHALL BE INCLUDED IN THE PLAN. THE COST TO IMPLEMENT THE PLAN SHALL BE INCLUDED IN THE BID PRICES. 33. LINE DRAINAGE, LINE FLUSHING AND WATER USED FOR DISINFECTION SHALL BE TREATED TO NEUTRALIZE ALL CHLORINE AND DISPOSED OF IN A MANNER ACCEPTABLE TO THE OWNER AND IN CONFORMANCE WITH REGULATORY AGENCY REQUIREMENTS. 34. NEW WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND PA DEP REGULATIONS.

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1. BASIS OF BEARINGS IS PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, PA SOUTH BASIS OF BEARINGS IS PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, PA SOUTH ZONE, NAD 83/2011. 2. PROJECT VERTICAL DATUM IS RELATIVE TO NAVD88. PROJECT VERTICAL DATUM IS RELATIVE TO NAVD88. 3. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, PA ONE CALL UTILITY RESPONSES AND/OR BEST AVAILABLE PLAN INFORMATION. THE PA ONE CALL NOTIFICATION SERIAL NUMBER IS 20260621985 DATED 3/3/2026. (RETTEW CANNOT GUARANTEE THE EXACT LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES. AN EXACT LOCATION CAN ONLY BE OBTAINED BY SUBSURFACE EXPLORATION). 4. RETTEW ASSOCIATES, INC. COMPLETED THE FIELD SURVEY IN 4/2/2025.RETTEW ASSOCIATES, INC. COMPLETED THE FIELD SURVEY IN 4/2/2025.

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AutoCAD SHX Text THE LENGTH OF TIME THAT WATER SERVICES AND HYDRANTS ARE OUT OF SERVICE SHALL BE MINIMIZED, AND IN NO CASE SHALL A WATER SERVICE OR HYDRANT BE DISCONNECTED FROM AN ACTIVE WATER LINE FOR A PERIOD OF GREATER THAN EIGHT HOURS. WATER CUSTOMERS SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO SERVICE INTERRUPTIONS. THE AUTHORITY AND THE TYRONE FIRE AND POLICE DEPARTMENTS SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO A HYDRANT BEING TAKEN OUT OF SERVICE. NOTIFICATION SHALL BE COORDINATED BY CONTRACTOR WITH PROJECT OWNER.

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36. ALL PAVEMENT JOINTS ALONG CURBS AND AROUND UTILITY LIDS SHALL BE SEALED IN ALL PAVEMENT JOINTS ALONG CURBS AND AROUND UTILITY LIDS SHALL BE SEALED IN CONFORMANCE WITH PENNDOT STANDARDS. CONFORMANCE WITH PENNDOT STANDARDS. 37. THE BOROUGH POLICE DEPARTMENT AND PENNDOT SHALL BE NOTIFIED ANY TIME THAT THE BOROUGH POLICE DEPARTMENT AND PENNDOT SHALL BE NOTIFIED ANY TIME THAT THE TRAFFIC PATTERN WITHIN THE CONSTRUCTION AREA CHANGES. THE TRAFFIC PATTERN WITHIN THE CONSTRUCTION AREA CHANGES. 38. TWO TWELVE FOOT (MINIMUM) LANES OF TRAFFIC SHALL BE MAINTAINED THROUGH THE TWO TWELVE FOOT (MINIMUM) LANES OF TRAFFIC SHALL BE MAINTAINED THROUGH THE AREA OF CONSTRUCTION AT ALL TIMES, UNLESS OTHERWISE AGREED UPON BY PENNDOT, AREA OF CONSTRUCTION AT ALL TIMES, UNLESS OTHERWISE AGREED UPON BY PENNDOT, THE BOROUGH OF TYRONE AND THE AUTHORITY. THE BOROUGH OF TYRONE AND THE AUTHORITY. TYRONE AND THE AUTHORITY. AND THE AUTHORITY. 39. THE CONTRACTOR SHALL NOTIFY THE BOROUGH IMMEDIATELY WHEN A STORM SEWER IS THE CONTRACTOR SHALL NOTIFY THE BOROUGH IMMEDIATELY WHEN A STORM SEWER IS UNCOVERED. THE BOROUGH SHALL BE GIVEN THE OPPORTUNITY TO OBSERVE UNCOVERED UNCOVERED. THE BOROUGH SHALL BE GIVEN THE OPPORTUNITY TO OBSERVE UNCOVERED STORM SEWERS WHEN THEY ARE EXPOSED. STORM SEWERS WHEN THEY ARE EXPOSED. 40. WORK TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVEMENT INSTALLED AT THE WORK TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVEMENT INSTALLED AT THE END OF EACH WORK DAY, UNLESS OTHERWISE APPROVED IN WRITING BY PENN DOT AND END OF EACH WORK DAY, UNLESS OTHERWISE APPROVED IN WRITING BY PENN DOT AND THE ENGINEER. THE ENGINEER.

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ALL EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED.

AutoCAD SHX Text CURB AND SIDEWALK REPLACEMENT SHALL CONFORM TO THE APPLICABLE BOROUGH STANDARDS AND SHALL MATCH THE EXISTING DIMENSIONS. CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE.

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%%USURVEY NOTES

AutoCAD SHX Text HORIZONTAL AND VERTICAL LOCATION INFORMATION SHALL BE SURVEYED AS REQUIRED BY THE PROJECT SPECIFICATIONS BEFORE WATER LINE COMPONENTS ARE BACKFILLED. PAVEMENT MARKINGS DISTURBED BY THE CONTRACTOR DURING THE PROJECT SHALL BE REPLACED WITH PAINTED MARKINGS CONFORMING TO PENNDOT STANDARDS AND THE PROJECT SPECIFICATIONS. ALL SANITARY SEWER AND NATURAL GAS SERVICE LINES WERE MARKED FOR DESIGN. THE CONTRACTOR SHALL HAVE THESE SERVICE LINES MARKED BY THE RESPECTIVE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION, AND THE ELEVATION OF THE WATER IMPROVEMENTS SHALL BE ADJUSTED AS NEEDED TO PROVIDE MINIMUM CLEARANCES TO THESE SERVICES. THE CONTRACTOR SHALL LOCATE EXISTING SERVICES AT THE CURB LINE AND SHALL VERIFY SIZE AND MATERIAL PRIOR TO STARTING THE INSTALLATION OF EACH SERVICE.

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UNDERGROUND TELEPHONE

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LOW PRESSURE SEWER/FORCE MAIN

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UNDERGROUND ELECTRICAL

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TREE

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CLEANOUT

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FENCE

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%%UABBREVIATIONS

AutoCAD SHX Text AWWA = AMERICAN WATER WORKS ASSOCIATION BV = BUTTERFLY VALVE CE = CONSTRUCTION EASEMENT CO = CLEANOUT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DI = DUCTILE IRON DIA = DIAMETER DIP = DUCTILE IRON PIPE EL = ELEVATION EP = EDGE OF PAVEMENT EX = EXISTING EXIST = EXISTING E&SC = EROSION AND SEDIMENTATION CONTROL GR = GRADE GV = GATE VALVE H = HORIZONTAL HDPE = HIGH DENSITY POLYETHYLENE PIPE HOP = HIGHWAY OCCUPANCY PERMIT ID = INSIDE DIAMETER INV = INVERT IE = INVERT ELEVATION PVC = POLYVINYL CHLORIDE PIPE MAX = MAXIMUM MIN = MINIMUM MJ = MECHANICAL JOINT OD= OUTSIDE DIAMETER OSHA = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION RED = REDUCER R/W = RIGHT-OF-WAY ROW = RIGHT-OF-WAY SBA = BOROUGH OF TYRONE AUTHORITY STA = STATION STD = STANDARD TYP = TYPICAL UE = UTILITY EASEMENT V = VERTICAL W = WATER LINE WV = WATER VALVE

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WATER LINE TO BE ABANDONED IN PLACE BY CONTRACTOR

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SURVEY PARCEL NUMBER

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SERVICE NUMBER

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FIRE HYDRANT NUMBER

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90°, 45°, 22.5° BENDS

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TEE AND CROSS

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CAP OR PLUG

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VERTICAL BEND

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REDUCER

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SOLID SLEEVE

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14 PCP

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BENCH MARK

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NORTH

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DRAWING INDEX

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NORTHWOOD WATER MAIN REPLACEMENT

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LOCATION MAP

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SCALE: 1"=2000'

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SNYDER TOWNSHIP, BLAIR COUNTY, PENNSYLVANIA

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BOROUGH OF TYRONE

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FOR

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MARCH 2026

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CLIENT

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FOR RETTEW ASSOCIATES BY:

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DATE

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NO.

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FIELDBOOK NO.

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SURV. CHIEF:

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CHKD BY:

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DRAWN BY:

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DESIGN BY:

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BOROUGH OF TYRONE

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NORTHWOOD WATER MAIN REPLACEMENT

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FOR

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SNYDER TOWNSHIP

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BLAIR COUNTY, PA.

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MATT COLEMAN

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AutoCAD SHX Text 3/09/2026

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ISSUED FOR BID

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ISSUED FOR BIDDING

AutoCAD SHX Text RETTEW Associates, Inc.

AutoCAD SHX Text Website: www.rettew.com

AutoCAD SHX Text Email: rettew@rettew.com

AutoCAD SHX Text Phone (800) 738-8395

AutoCAD SHX Text 330 Innovation Blvd., Suite 104, State College, PA 16803

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BOROUGH OF TYRONE 1100 LOGAN AVENUE TYRONE, PA 16686 (814) 684-1330

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CONTRACT NO. 2026-03

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COVER SHEET

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LIST OF CONTACTS

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%%U GENERAL NOTES

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1. DUCTILE IRON PIPE JOINTS SHALL BE PUSH-ON JOINTS AND SHALL BE DUCTILE IRON PIPE JOINTS SHALL BE PUSH-ON JOINTS AND SHALL BE FURNISHED WITH THE APPROPRIATE ACCESSORIES. 2. DUCTILE IRON PIPE FITTINGS SHALL BE COMPACT WITH MECHANICAL DUCTILE IRON PIPE FITTINGS SHALL BE COMPACT WITH MECHANICAL JOINT CONNECTIONS UNLESS OTHERWISE SPECIFIED AND BE FURNISHED WITH THE REQUIRED ACCESSORIES AS SPECIFIED. 3. UNLESS SPECIFICALLY STATED OTHERWISE, MECHANICAL JOINT UNLESS SPECIFICALLY STATED OTHERWISE, MECHANICAL JOINT CONNECTIONS SHALL BE RESTRAINED USING EBAA IRON MEGALUG SERIES 1100 OR APPROVED EQUAL. 4. GATE VALVES SHALL BE AS SPECIFIED IN SECTION 331000 - WATER GATE VALVES SHALL BE AS SPECIFIED IN SECTION 331000 - WATER UTILITIES. 5. FIRE HYDRANTS SHALL BE AS SPECIFIED IN SECTION 331000 - WATER FIRE HYDRANTS SHALL BE AS SPECIFIED IN SECTION 331000 - WATER UTILITIES. 6. ALL BENDS, REDUCERS, AND TEES SHALL BE RESTRAINED BY THRUST ALL BENDS, REDUCERS, AND TEES SHALL BE RESTRAINED BY THRUST BLOCKS AND RESTRAINED JOINTS. LOCATION AND SPACING TO BE DICTATED BY PLAN DETAILS AND SPECIFICATIONS. 7. DETECTION TAPE SHALL BE INSTALLED ABOVE ALL WATER LINES. SEE DETECTION TAPE SHALL BE INSTALLED ABOVE ALL WATER LINES. SEE SECTION 331000 - WATER UTILITIES FOR DETECTION TAPE SPECIFICATION. 8. ALL BURIED VALVES SHALL INCLUDE A VALVE BOX AS SPECIFIED IN ALL BURIED VALVES SHALL INCLUDE A VALVE BOX AS SPECIFIED IN SECTION 331000 - WATER UTILITIES.

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%%UMATERIAL NOTES

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AutoCAD SHX Text THE CONTRACTOR IS NOT PERMITTED TO STORE MATERIALS OR EQUIPMENT ON THE PAVEMENT OR PENNDOT RIGHTS-OF-WAY.

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AutoCAD SHX Text THE CONTRACTOR WILL BE WORKING IN CLOSE PROXIMITY TO EXISTING STRUCTURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING STRUCTURES.

AutoCAD SHX Text OSHA REGULATIONS MAKE IT UNLAWFUL TO OPERATE CRANES, BOOMS, HOISTS, ETC. WITHIN TEN (10) FEET OF ANY ELECTRIC LINE UNDER 50 KV. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.

AutoCAD SHX Text UNLESS OTHERWISE INDICATED AT A SPECIFIC LOCATION, ALL FINISHED GRADES ARE TO CONFORM TO AND MATCH EXISTING GRADES.

AutoCAD SHX Text ANY ADJUSTMENTS MADE BY THE CONTRACTOR TO THE LINE AND GRADE OF ANY WATER LINE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REVIEWED BY THE ENGINEER AND ANY OTHER AGENCIES HAVING JURISDICTION PRIOR TO ITS INCORPORATION INTO THE WORK.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED OR DESTROYED LANDSCAPE.

AutoCAD SHX Text SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITIES BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING FURTHER WITH THE WORK IN THIS AREA.

AutoCAD SHX Text THE PROJECT DRAWINGS ARE GENERALLY DIAGRAMMATIC IN INDICATING THE PRESENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL MAKE EVERY REASONABLE ATTEMPT TO LOCATE ALL UTILITY LINES PRIOR TO COMMENCING WITH THE EXCAVATION OF ANY AFFECTED AREA. WHEN THE UTILITIES ARE TO BE LEFT IN PLACE, THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING THE EXCAVATION AND BACKFILLING OPERATIONS.

AutoCAD SHX Text CONTACT THE PA ONE CALL SYSTEM AT 1-800-242-1776 THREE WORKING DAYS BEFORE EXCAVATION BEGINS FOR FIELD LOCATION OF FACILITIES.

AutoCAD SHX Text PRIOR TO THE START OF CONSTRUCTION, INFORM ALL AREA UTILITY COMPANIES OF PLANNED CONSTRUCTION IN ACCORDANCE WITH THE PENNSYLVANIA ACT 181 REQUIREMENTS.

AutoCAD SHX Text THE CONTRACTOR SHALL DOCUMENT PRECONSTRUCTION CONDITIONS WITH DIGITAL VIDEO ALONG THE ENTIRE ALIGNMENT ON A SUNNY DAY; REFER TO SECTION 013300-SUBMITTALS FOR FULL PRECONSTRUCTION VIDEO REQUIREMENTS.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A COPY OF ALL PERMITS RELATED TO THE CONSTRUCTION SHOWN ON THESE PLANS ON THE JOB SITE AT ALL TIMES. ALL WORK SHALL CONFORM TO THE PERMIT CONDITIONS AND REQUIREMENTS.

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AutoCAD SHX Text ANY CONSTRUCTION ENTRANCES FROM STAGING AREAS ONTO STATE ROADS MAY REQUIRE THE CONTRACTOR TO ACQUIRE A SUPPLEMENTAL PENNDOT PERMIT.

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AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC SAFETY AS MANDATED BY PENNDOT, OSHA, SBA, OR OTHER AGENCIES. CONTRACTOR SHALL SUBMIT FOR REVIEW A MAINTENANCE OF TRAFFIC PLAN FOR ALL PHASES OF CONSTRUCTION. CONSTRUCTION MAY NOT BEGIN UNTIL THE PLAN IS DETERMINED TO BE ACCEPTABLE. ALL TRAFFIC CONTROLS SHALL CONFORM TO PENNDOT STANDARDS.

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AutoCAD SHX Text CONTRACTOR SHALL TEST PIT ALL WATER LINE CROSSINGS OF UTILITIES, PIPES, AND OTHER OBSTRUCTIONS TO VERIFY LOCATION AND DEPTH PRIOR TO COMMENCING WORK IN THE AREA. ADJUSTMENT OF THE WATER LINE DEPTH TO PROVIDE THE MINIMUM REQUIRED CLEARANCES SHALL BE CONSIDERED PART OF THE BID UNIT PRICES.

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AutoCAD SHX Text WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER, SEPTIC TANK OR SOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE-TO-EDGE.

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AutoCAD SHX Text IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN 10-FOOT SEPARATION, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.

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AutoCAD SHX Text WHENEVER WATER MAINS MUST CROSS BUILDING DRAINS, STORM DRAINS OR SANITARY SEWERS, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18 INCHES ABOVE THE TOP OF THE DRAIN OR SEWER. THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THE PORTION OF THE WATER MAIN LOCATED WITHIN 10 FEET HORIZONTALLY OF ANY SEWER OR DRAIN IT CROSSES. THE 10 FEET IS TO BE MEASURED AS A PERPENDICULAR DISTANCE FROM THE DRAIN OR SEWER LINE TO THE WATER LINE. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. PROVIDE ADEQUATE SUPPORT FOR THE WATER LINE AT ALL CROSSINGS.

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AutoCAD SHX Text WHEN IT IS IMPOSSIBLE TO OBTAIN THE PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE HAVING MECHANICAL JOINTS.

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AutoCAD SHX Text WHERE WATER MAINS MUST CROSS UNDER A SEWER, ADDITIONAL PROTECTION SHALL BE PROVIDED BY: A. A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE SEWER AND THE TOP OF THE WATER LINE. B. ADEQUATE STRUCTURAL SUPPORT FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER LINE. C. A FULL LENGTH OF THE WATER LINE PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SO THAT THE JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER.

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AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EASEMENTS AND STREET RIGHTS-OF-WAY, AND SHALL INSTALL THE PROPOSED WATER LINE WITHIN THE RIGHTS-OF-WAY EASEMENTS. THE DISTURBED AREA SHALL BE CONFINED TO THE EASEMENTS AND THE RIGHTS-OF-WAY THROUGHOUT THE DURATION OF THE CONSTRUCTION.

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AutoCAD SHX Text DAMAGED PAVEMENT OUTSIDE OF THE AREAS IDENTIFIED ON THE DRAWINGS TO BE REPLACED SHALL BE REPAIRED TO THE SATISFACTION OF THE BOROUGH OR PENNDOT AT NO ADDITIONAL COST TO THE OWNER.

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AutoCAD SHX Text SEE THE EROSION AND SEDIMENT CONTROL DRAWINGS FOR ADDITIONAL PROJECT REQUIREMENTS.

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AutoCAD SHX Text MATERIAL EXCAVATED FROM THE PIPE TRENCH MUST BE REMOVED FROM THE SITE. THIS MATERIAL MAY NOT BE STORED AT THE SITE OR DEPOSITED ON ROAD SURFACES,.

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AutoCAD SHX Text PAVED AND CONCRETE AREAS SHALL BE BRUSHED CLEAN AT THE END OF EACH DAYS WORK TO REMOVE ALL SOIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL TO THE SATISFACTION OF THE OWNERS'S REPRESENTATIVE.

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AutoCAD SHX Text DISTURBED AREAS OUTSIDE OF THE PAVEMENT SHALL BE RESTORED WITHIN 3 DAYS OF THE COMPLETION OF THE WORK IN EACH AREA.

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27. AT CONNECTIONS TO EXISTING WATER LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE PRIOR TO INSTALLATION TO VERIFY THE LOCATION AND EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER PRIOR TO INITIATING WORK IN THE AREA OF THE CONNECTION. 28. ENGINEER. DISPOSAL SITES SHALL HAVE EROSION AND SEDIMENT PROTECTION PLANS AND NPDES PERMITS, AS REQUIRED BY THE COMMONWEALTH OF PA. IF THE CONTRACTOR WISHES TO CHANGE DISPOSAL SITES DURING THE PROJECT, NEW SITES SHALL BE SUBMITTED FOR REVIEW BEFORE USE. 29. ACCESS TO BUSINESSES ADJACENT TO THE PROJECT SHALL BE MAINTAINED TO THE EXTENT POSSIBLE. BUSINESSES SHALL BE NOTIFIED A MINIMUM OF 72 HOURS PRIOR TO ANY TIME WHEN ACCESS WILL BE IMPACTED BY THE WORK. ACCESS SHALL NOT BE IMPACTED TO ANY BUSINESS FOR MORE THAN 24 CONSECUTIVE HOURS AT ANY ONE TIME. 30. WHEN THE EDGE OF ANY EXCAVATION IS WITHIN FIVE FEET OF ANY POWER POLE, THE CONTRACTOR SHALL CONTACT PENELEC / FIRST ENERGY A MINIMUM OF 72 HOURS PRIOR TO A MINIMUM OF 72 HOURS PRIOR TO A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK TO REQUEST THAT THE POLE BE SUPPORTED BY PENELEC. 31. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW A PLAN TO DISINFECT AND FLUSH THE NEW WATER LINES. ANY TEMPORARY CONNECTIONS NEEDED TO FEED CHLORINATED WATER OR TO FLUSH SHALL BE INCLUDED IN THE PLAN. THE COST TO IMPLEMENT THE PLAN SHALL BE INCLUDED IN THE BID PRICES. 32. LINE DRAINAGE, LINE FLUSHING AND WATER USED FOR DISINFECTION SHALL BE TREATED TO NEUTRALIZE ALL CHLORINE AND DISPOSED OF IN A MANNER ACCEPTABLE TO THE OWNER AND IN CONFORMANCE WITH REGULATORY AGENCY REQUIREMENTS. 33. NEW WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND PA DEP REGULATIONS.

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1. BASIS OF BEARINGS IS PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, PA SOUTH BASIS OF BEARINGS IS PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, PA SOUTH ZONE, NAD 83/2011. 2. PROJECT VERTICAL DATUM IS RELATIVE TO NAVD88. PROJECT VERTICAL DATUM IS RELATIVE TO NAVD88. 3. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, PA ONE CALL UTILITY RESPONSES AND/OR BEST AVAILABLE PLAN INFORMATION. THE PA ONE CALL NOTIFICATION SERIAL NUMBER IS 20260621985 DATED 3/3/2026. (RETTEW CANNOT GUARANTEE THE EXACT LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES. AN EXACT LOCATION CAN ONLY BE OBTAINED BY SUBSURFACE EXPLORATION). 4. RETTEW ASSOCIATES, INC. COMPLETED THE FIELD SURVEY IN 4/2/2025.RETTEW ASSOCIATES, INC. COMPLETED THE FIELD SURVEY IN 4/2/2025.

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AutoCAD SHX Text THE LENGTH OF TIME THAT WATER SERVICES AND HYDRANTS ARE OUT OF SERVICE SHALL BE MINIMIZED, AND IN NO CASE SHALL A WATER SERVICE OR HYDRANT BE DISCONNECTED FROM AN ACTIVE WATER LINE FOR A PERIOD OF GREATER THAN EIGHT HOURS. WATER CUSTOMERS SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO SERVICE INTERRUPTIONS. THE AUTHORITY AND THE TYRONE FIRE AND POLICE DEPARTMENTS SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO A HYDRANT BEING TAKEN OUT OF SERVICE. NOTIFICATION SHALL BE COORDINATED BY CONTRACTOR WITH PROJECT OWNER.

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35. ALL PAVEMENT JOINTS ALONG CURBS AND AROUND UTILITY LIDS SHALL BE SEALED IN ALL PAVEMENT JOINTS ALONG CURBS AND AROUND UTILITY LIDS SHALL BE SEALED IN CONFORMANCE WITH PENNDOT STANDARDS. CONFORMANCE WITH PENNDOT STANDARDS. 36. THE BOROUGH POLICE DEPARTMENT AND PENNDOT SHALL BE NOTIFIED ANY TIME THAT THE BOROUGH POLICE DEPARTMENT AND PENNDOT SHALL BE NOTIFIED ANY TIME THAT THE TRAFFIC PATTERN WITHIN THE CONSTRUCTION AREA CHANGES. THE TRAFFIC PATTERN WITHIN THE CONSTRUCTION AREA CHANGES. 37. TWO TWELVE FOOT (MINIMUM) LANES OF TRAFFIC SHALL BE MAINTAINED THROUGH THE TWO TWELVE FOOT (MINIMUM) LANES OF TRAFFIC SHALL BE MAINTAINED THROUGH THE AREA OF CONSTRUCTION AT ALL TIMES, UNLESS OTHERWISE AGREED UPON BY PENNDOT, AREA OF CONSTRUCTION AT ALL TIMES, UNLESS OTHERWISE AGREED UPON BY PENNDOT, THE BOROUGH OF TYRONE AND THE AUTHORITY. THE BOROUGH OF TYRONE AND THE AUTHORITY. TYRONE AND THE AUTHORITY. AND THE AUTHORITY. 38. THE CONTRACTOR SHALL NOTIFY THE BOROUGH IMMEDIATELY WHEN A STORM SEWER IS THE CONTRACTOR SHALL NOTIFY THE BOROUGH IMMEDIATELY WHEN A STORM SEWER IS UNCOVERED. THE BOROUGH SHALL BE GIVEN THE OPPORTUNITY TO OBSERVE UNCOVERED UNCOVERED. THE BOROUGH SHALL BE GIVEN THE OPPORTUNITY TO OBSERVE UNCOVERED STORM SEWERS WHEN THEY ARE EXPOSED. STORM SEWERS WHEN THEY ARE EXPOSED. 39. WORK TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVEMENT INSTALLED AT THE WORK TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVEMENT INSTALLED AT THE END OF EACH WORK DAY, UNLESS OTHERWISE APPROVED IN WRITING BY PENN DOT AND END OF EACH WORK DAY, UNLESS OTHERWISE APPROVED IN WRITING BY PENN DOT AND THE ENGINEER. THE ENGINEER.

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ALL EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED.

AutoCAD SHX Text CURB AND SIDEWALK REPLACEMENT SHALL CONFORM TO THE APPLICABLE BOROUGH STANDARDS AND SHALL MATCH THE EXISTING DIMENSIONS. CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE.

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%%USURVEY NOTES

AutoCAD SHX Text HORIZONTAL AND VERTICAL LOCATION INFORMATION SHALL BE SURVEYED AS REQUIRED BY THE PROJECT SPECIFICATIONS BEFORE WATER LINE COMPONENTS ARE BACKFILLED. PAVEMENT MARKINGS DISTURBED BY THE CONTRACTOR DURING THE PROJECT SHALL BE REPLACED WITH PAINTED MARKINGS CONFORMING TO PENNDOT STANDARDS AND THE PROJECT SPECIFICATIONS. ALL SANITARY SEWER AND NATURAL GAS SERVICE LINES WERE MARKED FOR DESIGN. THE CONTRACTOR SHALL HAVE THESE SERVICE LINES MARKED BY THE RESPECTIVE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION, AND THE ELEVATION OF THE WATER IMPROVEMENTS SHALL BE ADJUSTED AS NEEDED TO PROVIDE MINIMUM CLEARANCES TO THESE SERVICES. THE CONTRACTOR SHALL LOCATE EXISTING SERVICES AT THE CURB LINE AND SHALL VERIFY SIZE AND MATERIAL PRIOR TO STARTING THE INSTALLATION OF EACH SERVICE.

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UNDERGROUND TELEPHONE

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LOW PRESSURE SEWER/FORCE MAIN

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UNDERGROUND ELECTRICAL

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OVERHEAD ELECTRICAL

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SIGN

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MAIL BOX

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SHRUB

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TREE

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LIGHT POLE

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GUY WIRE

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CLEANOUT

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DRIVEWAY

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EDGE OF PAVEMENT

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WOODS LINE

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FENCE

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CENTERLINE

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BOUNDARY LINE

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RIGHT-OF-WAY LINE

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EASEMENT LINE

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ADJOINERS/PROPERTY LINE

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CONTOUR

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STORM LINE/INLET/ENDWALL

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SEWER LINE/MANHOLE

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WATERLINE/HYD./VALVE/STATIONING

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GAS LINE/GATE VALVE & BOX

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UTILITY LINE/POLE

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LEGEND:

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MB

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OE

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UT

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UE

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EXISTING PROPOSED

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OE/T

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GV

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%%UABBREVIATIONS

AutoCAD SHX Text AWWA = AMERICAN WATER WORKS ASSOCIATION BV = BUTTERFLY VALVE CE = CONSTRUCTION EASEMENT CO = CLEANOUT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DI = DUCTILE IRON DIA =…