1-CHB West Locust Waterline Replacement Plans.pdf

PDF 10 MB Posted Feb 26, 2026

Attached to: West Locust St. Waterline Replacement and Paving Project
Solicitation number: Not on record
Issued by: Centre County, Pennsylvania

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Written by GovTribe AI · Mar 3, 2026

This document consists of comprehensive engineering plans and construction specifications for the West Locust Street Waterline Replacement project in Centre Hall Borough, Centre County, Pennsylvania (Contract No. 2026-W1). The project involves the installation of a new 6-inch ductile iron waterline to replace an existing 4-inch and 6-inch transite waterline along West Locust Street, including field connections, service lateral reconnections, and coordination with existing utilities. The work includes pavement restoration on West Locust Street and the SR 0144 intersection, with construction sequenced to minimize disturbance and maintain water service to customers throughout the project duration. The sealed bid deadline is 3:00 PM on Thursday, March 12, 2026, with bids to be opened and read aloud at the Centre Hall Borough Council meeting at 134 N. Hoffer Avenue. A 10 percent bid bond or certified check is required with submission. The project encompasses approximately 0.21 miles of waterline replacement on Hoffer Street, 0.06 miles on additional Hoffer Street segments, 0.07 miles on Locust Street, and 0.05 miles on Logan Alley.

The project specifications require strict adherence to Pennsylvania Department of Transportation (PennDOT) standards and publications, including proper traffic control devices in accordance with Publication No. 213. The contractor must obtain a Highway Occupancy Permit (Application No. 399880) and coordinate with PennDOT at least three days prior to work commencement. Comprehensive erosion and sediment control measures are mandated, including filter socks, temporary seeding, and stabilization requirements. The contractor is responsible for all utility coordination through the Pennsylvania One-Call System (1-800-242-1776), field verification of existing utilities, and restoration of all disturbed areas to their original condition. Specific pavement restoration standards apply to both PENNDOT right-of-way and non-PENNDOT areas, with detailed specifications for base course, wearing course, and concrete sidewalk installation. The contractor must maintain existing water service connections, manage sediment through approved disposal methods, and remove all construction debris and erosion controls upon project completion.

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Other files

File	Type	Posted
2-Bid Form and attachments.zip	ZIP file	Feb 26, 2026
3-CHB 2026-W1 Spec Package.pdf	PDF	Feb 26, 2026

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CONTRACTS

CENTRE HALL QUADRANGLE

CENTRE HALL BOROUGH

WEST LOCUST STREET WATERLINE REPLACEMENT

CENTRE HALL BOROUGH, CENTRE COUNTY, PENNSYLVANIA

FEBRUARY 2026

BOROUGH EMPLOYEES

UTILITIES

CENTURY

E N G I N E E R I N G

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SITE: W LOCUST STREET

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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AS NOTED

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CONTRACT NO. 2026-W1

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INDEX OF DRAWINGS

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COVER

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WEST LOCUST WATERLINE REPLACEMENT

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FIELD CONNECTION DETAILS

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WATERLINE DETAILS

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EROSION AND SEDIMENTATION DETAILS

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EROSION AND SEDIMENTATION NARRATIVE

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HIGHWAY OCCUPANCY NOTES AND DETAILS

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PA ONE-CALL SERIAL NO. 20260121774 HAS BEEN ASSIGNED TO THIS PROJECT ON 1/12/26

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

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PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 187 (1996) REQUIRES NOTIFICATION

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* ENTRIES FROM ACT 187 LIST UPDATED BY ENGINEER.

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SURFACE ANYWHERE IN THE COMMONWEALTH.

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AutoCAD SHX Text CENTRE HALL-POTTER SEWER AUTHORITY 2948 PENNS VALLEY PIKE P.O. BOX 497 CENTRE HALL, PA 16828 814-364-2710 CENTRE HALL BOROUGH WATER WORKS P.O. BOX 54 CENTRE HALL, PA 16828 814-364-1772 WEST PENN POWER CO. 800 CABIN HILL DR. GREENSBURG, PA 15601 (800) 686-0021 CENTURY LINK 202D WESTMINSTER DR. CARLISLE, PA 17013 (717) 249-2282 COLUMBIA GAS OF PENNSYLVANIA P.O. BOX 2318 COLUMBUS, OH 43216 1-888-460-4332

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SEWER WATER ELECTRIC TELEPHONE GAS

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SUPERVISOR MAINTENANCE SECRETARY/TREASURER

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KENNY STROUSE PHILIP ORNDORF, JR. ANGELA MUNDY

AutoCAD SHX Text THE HIGHWAY OCCUPANCY PERMIT APPLICATION NO IS 399880. APPLICATION NO IS 399880. NO IS 399880. 399880. . APPROXIMATE START: SR 0144, SEGMENT 0110, OFFSET 0600 APPROXIMATE FINISH: SR 0144, SEGMENT 0110, OFFSET 0670 THE EXISTING SPEED LIMIT ON S.R. 0144 IS 35 M.P.H. THE RIGHT-OF-WAY IS FREE ACCESS. ALL WORK COMPLETED IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH: 1. PUBLICATION NO. 408, SPECIFICATIONS. PUBLICATION NO. 408, SPECIFICATIONS. 2. PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). 3. PUBLICATION NO. 72M, STANDARDS FOR ROADWAY CONSTRUCTION. PUBLICATION NO. 72M, STANDARDS FOR ROADWAY CONSTRUCTION. 4. PUBLICATION NO. 111M, TRAFFIC CONTROL-PAVEMENT MARKINGS AND SIGNING STANDARDS PUBLICATION NO. 111M, TRAFFIC CONTROL-PAVEMENT MARKINGS AND SIGNING STANDARDS 5. PUBLICATION NO. 213, TEMPORARY TRAFFIC CONTROL GUIDELINES PUBLICATION NO. 213, TEMPORARY TRAFFIC CONTROL GUIDELINES PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. CONTRACTOR TO CONTACT APPROPRIATE REGIONAL PENNDOT INSPECTOR AT LEAST 3 DAYS PRIOR TO START OF WORK. MILL AND OVERLAY OF WEST LOCUST STREET AND SR 0144 INTERSECTION SHALL BE COORDINATED WITH PENNDOT, ECMS PROJECT CONTRACTOR AND CENTRE HALL BOROUGH AT THE START OF THE ECMS STORM SEWER PROJECT.

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GENERAL PENNDOT PERMIT NOTES

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1. THE PENNDOT HOP PERMIT APPLICATION NO., FOR THIS PROJECT, IS 399880. ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS THE PENNDOT HOP PERMIT APPLICATION NO., FOR THIS PROJECT, IS 399880. ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS APPLICATION NO., FOR THIS PROJECT, IS 399880. ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS NO., FOR THIS PROJECT, IS 399880. ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS 399880. ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS . ALL WORK MUST BE IN ACCORDANCE WITH THIS APPROVED PERMIT ONCE IT IS OBTAINED. 2. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE CENTRE COUNTY GIS. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE CENTRE COUNTY GIS. 3. ALL EXISTING UTILITY LINE LOCATIONS ARE APPROXIMATE. ALL EXISTING UTILITY LINE LOCATIONS ARE APPROXIMATE. 4. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE SHOWN AS AN CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE SHOWN AS AN APPROXIMATE GRAPHICAL REPRESENTATION. 5. CONTRACTOR SHALL FIELD VERIFY SIZE AND MATERIAL OF EXISTING WATERLINES AND REQUIREMENTS FOR CONNECTIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTRACTOR SHALL FIELD VERIFY SIZE AND MATERIAL OF EXISTING WATERLINES AND REQUIREMENTS FOR CONNECTIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY OWNER/ENGINEER OF ANY CONNECTION ISSUES. 6. ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TEMPORARY BENCHMARKS WITHIN THE PROJECT AREA. 7. THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL EARTH DISTURBANCE ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE. IF THE LIMITS OF DISTURBANCE MUST BE CHANGED IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS. IF THE CONTRACTOR INCREASES THE LIMITS OF DISTURBANCE TO MORE THAN ONE ACRE IT IS THEIR RESPONSIBILITY TO OBTAIN A AND GENERAL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. 8. THE CONTRACTOR SHALL COORDINATE THEIR ACTIVITIES WITH OTHER CONTRACTORS, BUSINESSES AND INDIVIDUALS IN ORDER TO MINIMIZE DELAYS AND CONFLICTS. THE CONTRACTOR SHALL COORDINATE THEIR ACTIVITIES WITH OTHER CONTRACTORS, BUSINESSES AND INDIVIDUALS IN ORDER TO MINIMIZE DELAYS AND CONFLICTS. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH ASSIGNED PENNDOT INSPECTION PERSON/FIRM ON A DAY TO DAY BASIS TO ASSURE THAT ALL WORK IN THE PENNDOT RIGHT-OF-WAY AREA IS INSPECTED ACCORDING TO PENNDOT REQUIREMENTS. ANY REWORK REQUIRED DUE TO LACK OF COORDINATION WILL BE AT THE CONTRACTOR'S EXPENSE. ANY EXPENSE FOR EITHER PENNDOT INSPECTION OR OWNER'S RESIDENT PROJECT REPRESENTATIVE DUE TO CONTRACTOR'S CONVENIENCE OR LACK OF ATTENDANCE AT PROJECT SITE FOR OTHER THAN INCLEMENT WEATHER CANCELLATION WILL BE AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PENNDOT, HIGHWAY OCCUPANCY PERMIT AND SHALL ERECT AND MAINTAIN ALL REQUIRED THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PENNDOT, HIGHWAY OCCUPANCY PERMIT AND SHALL ERECT AND MAINTAIN ALL REQUIRED WARNING SIGNAGE, TRAFFIC CONTROL SIGNAGE, LIGHTING AND WARNING LIGHTING AND TRAFFIC CONTROL AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR ALL ROADS, STREETS AND ALLEYS TO MINIMIZE DUST AND SHALL CLEAN PENNDOT ROADS PER THE PENNDOT THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR ALL ROADS, STREETS AND ALLEYS TO MINIMIZE DUST AND SHALL CLEAN PENNDOT ROADS PER THE PENNDOT PERMIT. CONTRACTOR SHALL ALSO COMPLY WITH ALL PA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND PENNDOT REQUIREMENTS FOR DUST CONTROL. 11. THE CONTRACTOR SHALL SAW CUT AND REMOVE ASPHALT AND CONCRETE TO PROVIDE A SMOOTH RESTORATION SURFACE. ADDITIONAL CUTBACK AT TIME OF THE CONTRACTOR SHALL SAW CUT AND REMOVE ASPHALT AND CONCRETE TO PROVIDE A SMOOTH RESTORATION SURFACE. ADDITIONAL CUTBACK AT TIME OF RESTORATION THAT MAY BE REQUIRED WILL BE AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. 13. COMPACTED PENNDOT APPROVED SELECT FILL MATERIALS MUST BE USED IN PENNDOT RIGHT-OF-WAYS. COMPACTED PENNDOT APPROVED SELECT FILL MATERIALS MUST BE USED IN PENNDOT RIGHT-OF-WAYS. 14. CONTRACTOR SHALL REPLACE ANY DISTURBED PAVEMENT WITHIN PENNDOT'S RIGHT-OF-WAY IN ACCORDANCE WITH PENNDOT PAVEMENT DETAIL. CONTRACTOR SHALL REPLACE ANY DISTURBED PAVEMENT WITHIN PENNDOT'S RIGHT-OF-WAY IN ACCORDANCE WITH PENNDOT PAVEMENT DETAIL. 15. PENNDOT ROADWAYS AND SHOULDERS SHALL BE RESTORED TO EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITIONS AND IN ACCORDANCE WITH CURRENT PENNDOT ROADWAYS AND SHOULDERS SHALL BE RESTORED TO EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITIONS AND IN ACCORDANCE WITH CURRENT PADOT PUBLICATIONS 408 AND RC-25 AS AMENDED. 16. PENNDOT CURB RAMPS AND SIDEWALKS SHALL BE RESTORED TO EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITIONS, IF IMPACTED, AND IN ACCORDANCE WITH PENNDOT CURB RAMPS AND SIDEWALKS SHALL BE RESTORED TO EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITIONS, IF IMPACTED, AND IN ACCORDANCE WITH CURRENT PADOT PUBLICATION 72M, RC-67M. 17. CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, SIDEWALK, PAVEMENT, CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, SIDEWALK, PAVEMENT, GRAVEL ROADWAYS, AND LAWN. ALL IMPACTS TO THE SURROUNDING AREA SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 18. SURFACE RESTORATION OF ANY IMPACTED GRASS SURFACES IS A PART OF THE PROJECT. SURFACE RESTORATION OF ANY HARD SURFACES, STREETS, ALLEYWAYS, SURFACE RESTORATION OF ANY IMPACTED GRASS SURFACES IS A PART OF THE PROJECT. SURFACE RESTORATION OF ANY HARD SURFACES, STREETS, ALLEYWAYS, PRIVATE DRIVES, ARE AT UNIT PRICE COST AS LISTED ON THE BID FORM TO A MAXIMUM PAY WIDTH AS SHOWN ON THE CONTRACT DRAWINGS. ADDITIONAL WIDTH WILL BE AT THE CONTRACTOR'S EXPENSE. SIDEWALKS ARE REPLACED AS SHOWN AND PAID FOR ON A SQUARE FOOTAGE/YARDAGE BASIS PER THE BID ITEM AMOUNT. 19. UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM ALL TREES AND UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM ALL TREES AND SHRUBS TO BE IMPACTED BY EQUIPMENT OPERATIONS TO AVOID LIMB/TREE/SHRUB DAMAGE. 20. CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION AS REQUIRED BY 01010, GENERAL REQUIREMENTS. ITEMS AND CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION AS REQUIRED BY 01010, GENERAL REQUIREMENTS. ITEMS AND QUANTITIES MUST ALIGN WITH PAY ITEMS FROM BID FORM AND CONTRACT. 21. EROSION AND SEDIMENTATION PLANS ARE FOR EROSION AND SEDIMENTATION CONTROL ONLY AND ARE NOT FOR WATERLINE ALIGNMENT OR DETAILS. EROSION AND SEDIMENTATION PLANS ARE FOR EROSION AND SEDIMENTATION CONTROL ONLY AND ARE NOT FOR WATERLINE ALIGNMENT OR DETAILS. 22. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, LAWN, HOUSES AND CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, LAWN, HOUSES AND FENCE SHALL BE RESTORED TO ITS ORIGINAL CONDITION. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AT NO EXPENSE TO THE OWNER.

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GENERAL NOTES

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NO.

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REVISION:

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DATE:

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BY:

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REVISION PER PENNDOT HOP COMMENT LETTER

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SITE: W LOCUST STREET

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E. LOCUST STREET

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WEST LOCUST STREET

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HARTLE, CODY W & HANNAH M 150 N PENNSYLVANIA AVE TAX ID NO. 32-002-105

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WATERMILL TRUST 202 N PENNSYLVANIA AVE TAX ID NO. 34-002-092

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UTILITY POLE (TYPICAL)

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PAVED PARKING

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SIDEWALK

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SIDEWALK

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SIDEWALK

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6" WATERLINE

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4" WATERMAIN VALVE (TO BE REMOVED)

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PROP 6" CLASS 52 D.I. WATERLINE

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NEW 6" WATER MAIN VALVE

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SEE FIELD CONNECTION #1 DETAIL

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DOUBLE YELLOW

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WHITE LINE

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WHITE LINE

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N. HOFFER AVENUE

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WEST LOCUST STREET

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LOGAN ALLEY

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4" WATERLINE (TO BE ABANDONED IN PLACE)(TO BE ABANDONED IN PLACE)

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AutoCAD SHX Text PALMER, GEORGE F. AND GWEN Y. GUIBERT-PALMER 121 W LOCUST STREET TAX ID NO. 34-002-058

AutoCAD SHX Text TAYLOR, HEATH V., KERI L. DILLMAN AND HENRY C. AND DEBRA K. TAYLOR 151 W LOCUST STREET TAX ID NO. 34-002-081

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BUTTS, FRANK C. AND BARBARA E. 203 W LOCUST STREET TAX ID NO. 34-002-043

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WILL, SARAH 101 W LOCUST STREET TAX ID NO. 34-002-042

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EVANS, ALISHA S 105 W LOCUST STREET TAX ID NO. 34-002-041

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PENNS VALLEY AREA SCHOOL DISTRICT 211 N HOFFER AVE TAX ID NO. 34-002-032A

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KAUFMAN, JONATHAN S & JILL E 114 E LOCUST STREET TAX ID NO. 34-002-155

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PROP 6" CLASS 52 D.I.

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RECONNECT SERVICE LATERAL (TYP)

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6" D.I. WATERLINE

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4" TRANSITE

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RECONNECT SERVICE LATERAL (TYP)

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RECONNECT SERVICE LATERAL (TYP)

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PROPOSED 6" X 6" TEE CONNECTION

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6" WATERMAIN VALVE

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SEE FIELD CONNECTION #2 DETAIL

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SEE FIELD CONNECTION #3 DETAIL

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PAVEMENT REPLACEMENT TO BE BASE TO THE TOP OF TRENCH

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EDGE OF SIDEWALK

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EDGE OF CURB

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EDGE OF SIDEWALK

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PROPOSED CAP

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12" STEEL CASING PIPE

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SEGMENT 0110 START OFFSET 0600 END OFFSET 0670

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LOCATION MAP: USGS 7.5 MINUTE CENTRE HALL QUADRANGLE

AutoCAD SHX Text NOTES: 1. CONTOURS (1') PLOTTED FROM INTERPOLATION OF CENTRE COUNTY CONTOURS (1') PLOTTED FROM INTERPOLATION OF CENTRE COUNTY (1') PLOTTED FROM INTERPOLATION OF CENTRE COUNTY (1') PLOTTED FROM INTERPOLATION OF CENTRE COUNTY PLOTTED FROM INTERPOLATION OF CENTRE COUNTY PLOTTED FROM INTERPOLATION OF CENTRE COUNTY FROM INTERPOLATION OF CENTRE COUNTY FROM INTERPOLATION OF CENTRE COUNTY INTERPOLATION OF CENTRE COUNTY INTERPOLATION OF CENTRE COUNTY OF CENTRE COUNTY OF CENTRE COUNTY CENTRE COUNTY CENTRE COUNTY COUNTY COUNTY GIS MAPPING. ELEVATION DATUM IS NAVD88. 2. PROPERTY LINES SHOWN ON THIS PLAN WERE PLOTTED FROM PROPERTY LINES SHOWN ON THIS PLAN WERE PLOTTED FROM LINES SHOWN ON THIS PLAN WERE PLOTTED FROM LINES SHOWN ON THIS PLAN WERE PLOTTED FROM SHOWN ON THIS PLAN WERE PLOTTED FROM SHOWN ON THIS PLAN WERE PLOTTED FROM ON THIS PLAN WERE PLOTTED FROM ON THIS PLAN WERE PLOTTED FROM THIS PLAN WERE PLOTTED FROM THIS PLAN WERE PLOTTED FROM PLAN WERE PLOTTED FROM PLAN WERE PLOTTED FROM WERE PLOTTED FROM WERE PLOTTED FROM PLOTTED FROM PLOTTED FROM FROM FROM INTERPOLATION OF CENTRE COUNTY GIS MAPPING AND ARE OF CENTRE COUNTY GIS MAPPING AND ARE OF CENTRE COUNTY GIS MAPPING AND ARE CENTRE COUNTY GIS MAPPING AND ARE CENTRE COUNTY GIS MAPPING AND ARE COUNTY GIS MAPPING AND ARE COUNTY GIS MAPPING AND ARE GIS MAPPING AND ARE GIS MAPPING AND ARE MAPPING AND ARE MAPPING AND ARE AND ARE AND ARE ARE ARE APPROXIMATE. 3. APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON OF UNDERGROUND UTILITIES ARE BASED ON OF UNDERGROUND UTILITIES ARE BASED ON UNDERGROUND UTILITIES ARE BASED ON UNDERGROUND UTILITIES ARE BASED ON UTILITIES ARE BASED ON UTILITIES ARE BASED ON ARE BASED ON ARE BASED ON BASED ON BASED ON ON ON VISIBLE ABOVE GROUND APPURTENANCES AND AVAILABLE MAPPING ABOVE GROUND APPURTENANCES AND AVAILABLE MAPPING ABOVE GROUND APPURTENANCES AND AVAILABLE MAPPING GROUND APPURTENANCES AND AVAILABLE MAPPING GROUND APPURTENANCES AND AVAILABLE MAPPING APPURTENANCES AND AVAILABLE MAPPING APPURTENANCES AND AVAILABLE MAPPING AND AVAILABLE MAPPING AND AVAILABLE MAPPING AVAILABLE MAPPING AVAILABLE MAPPING MAPPING MAPPING PROVIDED TO THIS OFFICE. 4. CONTRACTOR SHALL NOTIFY THE PA ONE CALL SYSTEM CONTRACTOR SHALL NOTIFY THE PA ONE CALL SYSTEM SHALL NOTIFY THE PA ONE CALL SYSTEM SHALL NOTIFY THE PA ONE CALL SYSTEM NOTIFY THE PA ONE CALL SYSTEM NOTIFY THE PA ONE CALL SYSTEM THE PA ONE CALL SYSTEM THE PA ONE CALL SYSTEM PA ONE CALL SYSTEM PA ONE CALL SYSTEM ONE CALL SYSTEM ONE CALL SYSTEM CALL SYSTEM CALL SYSTEM SYSTEM SYSTEM (1-800-242-1776) NOT LESS THAN THREE (3) DAYS PRIOR TO NOT LESS THAN THREE (3) DAYS PRIOR TO NOT LESS THAN THREE (3) DAYS PRIOR TO LESS THAN THREE (3) DAYS PRIOR TO LESS THAN THREE (3) DAYS PRIOR TO THAN THREE (3) DAYS PRIOR TO THAN THREE (3) DAYS PRIOR TO THREE (3) DAYS PRIOR TO THREE (3) DAYS PRIOR TO (3) DAYS PRIOR TO (3) DAYS PRIOR TO DAYS PRIOR TO DAYS PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION. THE ONE CALL SYSTEM WILL NOTIFY THE PUBLIC THE ONE CALL SYSTEM WILL NOTIFY THE PUBLIC THE ONE CALL SYSTEM WILL NOTIFY THE PUBLIC ONE CALL SYSTEM WILL NOTIFY THE PUBLIC ONE CALL SYSTEM WILL NOTIFY THE PUBLIC CALL SYSTEM WILL NOTIFY THE PUBLIC CALL SYSTEM WILL NOTIFY THE PUBLIC SYSTEM WILL NOTIFY THE PUBLIC SYSTEM WILL NOTIFY THE PUBLIC WILL NOTIFY THE PUBLIC WILL NOTIFY THE PUBLIC NOTIFY THE PUBLIC NOTIFY THE PUBLIC THE PUBLIC THE PUBLIC PUBLIC PUBLIC UTILITIES IN THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE IN THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE IN THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE AREA. PUBLIC UTILITIES WILL THEN COORDINATE AREA. PUBLIC UTILITIES WILL THEN COORDINATE PUBLIC UTILITIES WILL THEN COORDINATE PUBLIC UTILITIES WILL THEN COORDINATE UTILITIES WILL THEN COORDINATE UTILITIES WILL THEN COORDINATE WILL THEN COORDINATE WILL THEN COORDINATE THEN COORDINATE THEN COORDINATE COORDINATE COORDINATE DIRECTLY WITH THE CONTRACTOR FOR ACTUAL FIELD LOCATIONS. 5. LESS THAN 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED LESS THAN 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED THAN 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED THAN 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED 1 ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED ACRE OF TOTAL EARTH DISTURBANCE IS ANTICIPATED OF TOTAL EARTH DISTURBANCE IS ANTICIPATED OF TOTAL EARTH DISTURBANCE IS ANTICIPATED TOTAL EARTH DISTURBANCE IS ANTICIPATED TOTAL EARTH DISTURBANCE IS ANTICIPATED EARTH DISTURBANCE IS ANTICIPATED EARTH DISTURBANCE IS ANTICIPATED DISTURBANCE IS ANTICIPATED DISTURBANCE IS ANTICIPATED IS ANTICIPATED IS ANTICIPATED ANTICIPATED ANTICIPATED WITH THE WATERLINE PROJECT. THEREFORE, A NDPES PERMIT IS NOT THE WATERLINE PROJECT. THEREFORE, A NDPES PERMIT IS NOT THE WATERLINE PROJECT. THEREFORE, A NDPES PERMIT IS NOT WATERLINE PROJECT. THEREFORE, A NDPES PERMIT IS NOT WATERLINE PROJECT. THEREFORE, A NDPES PERMIT IS NOT PROJECT. THEREFORE, A NDPES PERMIT IS NOT PROJECT. THEREFORE, A NDPES PERMIT IS NOT THEREFORE, A NDPES PERMIT IS NOT THEREFORE, A NDPES PERMIT IS NOT A NDPES PERMIT IS NOT A NDPES PERMIT IS NOT NDPES PERMIT IS NOT NDPES PERMIT IS NOT PERMIT IS NOT PERMIT IS NOT IS NOT IS NOT NOT NOT ANTICIPATED TO BE REQUIRED. IF MORE THAN 1 ACRE MUST BE TO BE REQUIRED. IF MORE THAN 1 ACRE MUST BE TO BE REQUIRED. IF MORE THAN 1 ACRE MUST BE BE REQUIRED. IF MORE THAN 1 ACRE MUST BE BE REQUIRED. IF MORE THAN 1 ACRE MUST BE REQUIRED. IF MORE THAN 1 ACRE MUST BE REQUIRED. IF MORE THAN 1 ACRE MUST BE IF MORE THAN 1 ACRE MUST BE IF MORE THAN 1 ACRE MUST BE MORE THAN 1 ACRE MUST BE MORE THAN 1 ACRE MUST BE THAN 1 ACRE MUST BE THAN 1 ACRE MUST BE 1 ACRE MUST BE 1 ACRE MUST BE ACRE MUST BE ACRE MUST BE MUST BE MUST BE BE BE DISTURBED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE THE CONTRACTOR'S RESPONSIBILITY TO BE THE CONTRACTOR'S RESPONSIBILITY TO THE CONTRACTOR'S RESPONSIBILITY TO THE CONTRACTOR'S RESPONSIBILITY TO CONTRACTOR'S RESPONSIBILITY TO CONTRACTOR'S RESPONSIBILITY TO RESPONSIBILITY TO RESPONSIBILITY TO TO TO OBTAIN THE REQUIRED NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. 6. ALL PIPE JOINTS SHALL BE FIELD-LOK GASKETS. ALL PIPE JOINTS SHALL BE FIELD-LOK GASKETS.

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WEST LOCUST STREET WATERLINE REPLACEMENT FOR

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CENTRE HALL BOROUGH, CENTRE COUNTY, PENNSYLVANIA

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24004382.001A SHEET 1

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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TJZ

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TJZ

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AutoCAD SHX Text TURNING POINT UTILITY POLE CENTER LINE EXISTING FENCE EDGE OF RIGHT-OF-WAY CONTOUR LINE EDGE OF EASEMENT CARTWAY TREE LINE LIMITS OF DISTURBANCE WATER LINE WATER SERVICE LINE SEWER LINE SEWER LATERAL STREAM/CREEK/RIVER OVERHEAD ELECTRIC GAS LINE STORM PIPE

LEGEND

CENTRE HALL BOROUGH

CENTURY

E N G I N E E R I N G

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PROP. WATER

DISTRIBUTION

MAIN

VARIABLE

E 4'

-0 " M

C O

WATER SERVICE

RECONNECTION AT

CORP. STOP

E 4'

-0 " M

C O

ROADWAY

WATER LINE SERVICE CONNECTION

3/4" TYPE K

COPPER

SERVICE LINE

NOTE:

BEDDING FOR COPPER WATER SERVICE LINE SHALL BE SAND

OR AS DIRECTED BY CENTRE HALL BOROUGH

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EX 6" WATERLINE

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EX 6" WATERLINE

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EX. 6" TEE

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EX. 6" GATE VALVE

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NEW 6" FOSTER ADAPTER OR EQUAL

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THRUST BLOCK

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PROP. 6" WATERLINE

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CONNECT TO EXISTING 6" GATE VALVE

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EX 4" WATERLINE TO BE ABANDONED

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45 DEGREE BEND (TYP)

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5' MINIMUM

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THRUST BLOCK

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THRUST BLOCK

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45 DEGREE BEND (TYP)

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EX 6" WATERLINE

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PROP. 6" TEE

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THRUST BLOCK

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PROP. 6" GATE VALVE

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PROP. 6" WATERLINE

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PROP. 6" WATERLINE

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PROP. 6" GATE VALVE

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EX 4" WATERLINE TO BE ABANDONED

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CAP EXISTING 4" WATERLINE

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EX 4" WATERLINE

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PROP. 6" WATERLINE

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THRUST BLOCK

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THRUST BLOCK

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PROP. 6" TO 4" REDUCER

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CONNECT TO EXISTING 4" WATERLINE

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FIELD CONNECTION DETAILS FOR

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CENTRE HALL BOROUGH, CENTRE COUNTY, PENNSYLVANIA

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24004382.001A SHEET 02

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PROJ. MGR.:

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DESIGN:

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FIELD CONNECTION #1 NOT TO SCALE

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FIELD CONNECTION #2 NOT TO SCALE

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FIELD CONNECTION #3 NOT TO SCALE

AutoCAD SHX Text NOTES: 1. DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 LBS/SQ.FT. (SAND & GRAVEL WITH CLAY). IF FIELD CONDITIONS DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 LBS/SQ.FT. (SAND & GRAVEL WITH CLAY). IF FIELD CONDITIONS OTHER THAN ASSUMED ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 2. BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 3. DIMENSION "C" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT FLEXIBILITY OR REMOVAL OF FITTING. DIMENSION "C" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT FLEXIBILITY OR REMOVAL OF FITTING. 4. USE CONCRETE AS SPECIFIED IN SECTION 03300 OF THE PROJECT MANUAL. USE CONCRETE AS SPECIFIED IN SECTION 03300 OF THE PROJECT MANUAL. 5. PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE DIAMETERS. PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE DIAMETERS. 6. ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM TEST PRESSURE.ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM TEST PRESSURE.

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TEE OR DEAD END

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NOT TO SCALE

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%%UHORIZONTAL BEARING THRUST BLOCKS

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SECTION X-X

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BEARING SURFACE

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BEARING SURFACE

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BEARING SURFACE

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GROUND SURFACE

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TRENCH LIMITS

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TRENCH LIMITS

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TRENCH LIMITS

AutoCAD SHX Text NOTES: 1. DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 LBS/SQ.FT. (SAND & GRAVEL WITH CLAY). IF FIELD CONDITIONS OTHER THAN ASSUMED ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 2. BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 3. DIMENSION "E" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT DIMENSION "E" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT FLEXIBILITY OR REMOVAL OF FITTING. 4. USE CONCRETE AS SPECIFIED IN SECTION 03300 OF THE PROJECT MANUAL. USE CONCRETE AS SPECIFIED IN SECTION 03300 OF THE PROJECT MANUAL. 5. PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE DIAMETERS. 6. ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM WORKING PRESSURE. ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM WORKING PRESSURE. 7. FOR 6" PIPES AND SMALLER, USE REINFORCING BARS OVER FITTING ONLY. FOR 6" PIPES AND SMALLER, USE REINFORCING BARS OVER FITTING ONLY. 8. PAINT ALL EXPOSED REINFORCING BARS WITH TWO COATS OF ASPHALT PAINT ALL EXPOSED REINFORCING BARS WITH TWO COATS OF ASPHALT PAINT.

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SIZE

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PIPE

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BAR

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NO.

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BAR

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NO.

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BAR

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NO.

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SECTION X-X

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NOT TO SCALE

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%%UVERTICAL BEARING THRUST BLOCKS

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BEND

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PIPE

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PIPE

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REINFORCING BAR U-SHAPED AROUND PIPE

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REINFORCING BAR

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VERTICAL THRUST UPWARD

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STORM/SANITARY SEWER

AutoCAD SHX Text NOTES 1. WHEREVER POSSIBLE ALL SEWER LINES SHALL BE AT LEAST 18" BELOW WHEREVER POSSIBLE ALL SEWER LINES SHALL BE AT LEAST 18" BELOW WATERLINES (TOP OF SEWER LINE TO BOTTOM OF WATERLINE) 2. WATERLINES SHALL BE DEFLECTED WITHIN ACCEPTABLE LIMITS OF THE PIPE WATERLINES SHALL BE DEFLECTED WITHIN ACCEPTABLE LIMITS OF THE PIPE SUCH THAT 18" SEPARATION IS PROVIDED AT LEAST 10' BEFORE AND AFTER THE SEWER LINE CROSSING. 3. IF THE PIPE CANNOT BE DEFLECTED THE CROSSING SHALL BE DONE AS IF THE PIPE CANNOT BE DEFLECTED THE CROSSING SHALL BE DONE AS SHOWN WITH THE APPROPRIATE FITTINGS. 4. ALL FITTINGS MUST BE MECHANICAL JOINTS WITH APPROPRIATE TIE RODS, ALL FITTINGS MUST BE MECHANICAL JOINTS WITH APPROPRIATE TIE RODS, CONCRETE THRUST BLOCKS OR RESTRAINING GLANDS. 5. MINIMIZE PIPE JOINTS BETWEEN 45 BEND ALL PIPE MUST BE MECHANICAL MINIMIZE PIPE JOINTS BETWEEN 45° BEND ALL PIPE MUST BE MECHANICALJOINT DUCTILE IRON WITH 10' ON EACH SIDE OF THE SEWER 6. IF CLEARANCE IS LESS THAN 18" ENCASE STORM SEWER PIPE 6 FT. EACH IF CLEARANCE IS LESS THAN 18" ENCASE STORM SEWER PIPE 6 FT. EACH SIDE OF WATER MAIN. TO BE PAID AT UNIT PRICE BID PER CUBIC YARD OF CONCRETE.

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SEE NOTE 2, IF PIPE DEFLECTION IS NOT POSSIBLE (USE ABOVE DETAIL)

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WATERLINE

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%%UTYPICAL CROSS SECTION OF WATER/STORM SEWER CROSSING

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SECTION

AutoCAD SHX Text NOTES: 1. IF JOINTS ON THE WATER MAIN ARE WITHIN THE LIMITS OF THE STORM IF JOINTS ON THE WATER MAIN ARE WITHIN THE LIMITS OF THE STORM SEWER TRENCH, INSTALL MECHANICAL JOINT CLAMP. USE MECHANICAL OR SOLVENT WELD JOINTS ON THERMOPLASTIC STORM PIPE. 2. IF CLEARANCE IS LESS THAN 18" ENCASE STORM SEWER PIPE 6 FT. EACH IF CLEARANCE IS LESS THAN 18" ENCASE STORM SEWER PIPE 6 FT. EACH SIDE OF WATER MAIN. TO BE PAID AT UNIT PRICE BID PER CUBIC YARD OF CONCRETE. 3. IN NO CASE SHALL THE STORM SEWER PIPE BE CLOSER TO ANY WATER IN NO CASE SHALL THE STORM SEWER PIPE BE CLOSER TO ANY WATER MAIN, SERVICE LINE OR APPURTENANCE THAN 4 INCHES. 4. ALWAYS MAINTAIN 4 FEET OF COVER OVER THE WATER MAIN OR EXISTING ALWAYS MAINTAIN 4 FEET OF COVER OVER THE WATER MAIN OR EXISTING COVER IF LESS THAN 4 FEET. 5. IF THE WATERLINE/STORM SEWER MUST BE MOVED TO AVOID CONFLICT. THE IF THE WATERLINE/STORM SEWER MUST BE MOVED TO AVOID CONFLICT. THE RESIDENT INSPECTOR MUST BE CONSULTED AND ALL WATER WORK MUST BE DONE PER AWWA STANDARDS. 6. CENTER PIPE LENGTHS AT CROSSING TO MAXIMIZE DISTANCE BETWEEN CENTER PIPE LENGTHS AT CROSSING TO MAXIMIZE DISTANCE BETWEEN CROSSING AND JOINTS.

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%%UVERTICAL WATER MAIN/STORM/SANITARY SEWER CLEARANCE

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WATERLINE

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STORM SEWER

AutoCAD SHX Text add call out for cap and add thrust blocks

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REVISION PER PENNDOT HOP COMMENT LETTER

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WATER

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FOR 4" TO 12" DIAMETER MAIN.

AutoCAD SHX Text NOTES: 1. VALVE BOX SHALL BE INSTALLED SO THAT VALVE BOX SHALL BE INSTALLED SO THAT TRAFFIC LOADS CANNOT BE TRANSMITTED TO THE VALVE. 2. BOX BASE WILL BE SIZED SO THAT IT WILL NOT BOX BASE WILL BE SIZED SO THAT IT WILL NOT COME IN CONTACT WITH THE VALVE. 3. BEARING PAD SHALL EXTEND BEYOND WIDTH BEARING PAD SHALL EXTEND BEYOND WIDTH DIMENSION OF VALVE.

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%%UTHREE PIECE VALVE BOX

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BASE

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BOTTOM

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TOP

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FINISHED GRADE

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DROP LID

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COMPACTED 2RC

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UNDISTURBED GROUND

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SUPPORT BOX WITH STANDARD MODULAR SIZE ASTM C62 CEMENT BRICK

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USE CONCRETE BEARING PAD

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EXISTING WATER SERVICE LINE TO BE ABANDONED

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EXISTING 4" WATER MAIN TO BE ABANDONED

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MAIN LINE SECTION

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CARRIER PIPE

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PROFILE

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SECTION

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%%UTYPICAL HIGHWAY CROSSING DETAIL

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C.L. EXISTING HIGHWAY

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POLYETHYLENE SPACER

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3/8" CARBON STEEL CASING PIPE

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POLYETHYLENE SPACER

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12" STEEL CASING PIPE

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RUBBER END SEAL (TYP.)

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6" D.I. WATERLINE

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STAINLESS STEEL BAND (TYP.)

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2'-0" MIN. (TYP. EACH END)

6'-0" PVC (TYP.) (TYP.) 10'-0" DIP (TYP.)

CENTURY

E N G I N E E R I N G

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WATERLINE DETAILS FOR

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CENTRE HALL BOROUGH, CENTRE COUNTY, PENNSYLVANIA

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24004382.001A SHEET 03

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PROJ. MGR.:

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DESIGN:

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DATE:

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NO.

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REVISION:

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DATE:

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BY:

AutoCAD SHX Text NOTES: 1. PLACE BEDDING AND BACKFILL IN CONTINUOUS LAYERS NOT EXCEEDING 8 INCHES AND COMPACT TO 100% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698 COMPACT TO BOTTOM ELEVATION OF EXISTING PAVEMENT. 2. PROVIDE PIPE BEDDING OF AASHTO #57 STONE, UNLESS DIRECTED OTHERWISE BY ENGINEER. 3. EXCAVATED NATIVE MATERIAL OR NON-PENNDOT APPROVED 2A STONE MAY BE USED FOR BACKFILL WHEN FOR BACKFILL WHEN APPROVED BY ENGINEER, OTHERWISE BACKFILL WITHIN PENN DOT RIGHT-OF-WAY AND UNDER ALL ROADWAYS SHALL BE RIGHT-OF-WAY AND UNDER ALL ROADWAYS SHALL BE PENNDOT APPROVED 2A STONE. 4. WHERE RESTORED BITUMINOUS PAVEMENT MEETS EXISTING PAVEMENT, APPLY JOINT SEALER MATERIAL IN ACCORDANCE WITH PENN DOT PUB. 408, SECTION 705.4 (a), (b), AND (c). 5. USE CONCRETE CRADLE OR CONCRETE ENCASEMENT WHERE SHOWN ON THE DRAWINGS OR WHERE REQUIRED BY ENGINEER. PROVIDE CLASS C CONCRETE. 6. PROVIDE STEEL CASING FOR PIPE UNDER PENN DOT ROADWAYS AND WHEN REQUIRED BY ENGINEER. SEE STEEL CASING INSTALLATION DETAIL. 7. SEE ROADWAY/DRIVEWAY TRENCH DETAILS FOR BACKFILL AND RESTORATION REQUIREMENTS.

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%%UCRUSHED STONE PIPE BEDDING

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%%UNON-PENNDOT RESTORATION AND BACKFILL

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1. EXPOSED VERTICAL AND HORIZONTAL SURFACES SHALL BE EXPOSED VERTICAL AND HORIZONTAL SURFACES SHALL BE PREPARED AS PER PUB. 408, SECTION 401.3 (f). 2. BACKFILL SHALL BE IN ACCORDANCE WITH PENNDOT 408 BACKFILL SHALL BE IN ACCORDANCE WITH PENNDOT 408 SPECIFICATIONS. 3. PRIOR TO THE REPLACEMENT OF THE BASE COURSE, 1 FOOT PRIOR TO THE REPLACEMENT OF THE BASE COURSE, 1 FOOT OUTSIDE OF EACH EDGE OF OPENING SHALL BE SAWED, IN A NEAT STRAIGHT LINE, TO THE TOP ELEVATION OF THE EXISTING AGGREGATE SUBBASE OR STONE BASE COURSE, AND DETACHED MATERIAL SHALL BE REMOVED.

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SAW CUT

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5" BCBC OR MATCH EXISTING PAVEMENT STRUCTURE

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6" 2A SUBBASE

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2A OR RETAINED SUITABLE MATERIAL, COMPACTED TO 100% SPD

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%%UINTERIOR STREET & ROADWAY

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PENNDOT PAVEMENT SECTION NOT TO SCALE

AutoCAD SHX Text 7.5" 25.0MM SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64S-22, .3 TO < 3 MILLION ESALS OR MATCH EXISTING DEPTH, WHICHEVER IS GREATER

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6" COMPACTED 2A AGGREGATE

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COMPACTED SUBGRADE

AutoCAD SHX Text 1-1/2" 9.5MM SUPERPAVE ASPHALT MIXTURE DESIGN, WMA 9.5MM SUPERPAVE ASPHALT MIXTURE DESIGN, WMA 9.5MM SUPERPAVE ASPHALT MIXTURE DESIGN, WMA SUPERPAVE ASPHALT MIXTURE DESIGN, WMA SUPERPAVE ASPHALT MIXTURE DESIGN, WMA ASPHALT MIXTURE DESIGN, WMA ASPHALT MIXTURE DESIGN, WMA MIXTURE DESIGN, WMA MIXTURE DESIGN, WMA DESIGN, WMA DESIGN, WMA WMA WMA WEARING COURSE, PG 64S-22, 3 TO < 0.3 MILLION ESALS

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EXISTING ROAD

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PROPOSED ROAD

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SAWCUT SHARP EDGE

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1-1/2" 9.5MM WEARING COURSE

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7.5" 25.0MM BASE COURSE

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1-1/2" DEPTH MILLING TO REMOVE EXISTING PAVEMENT

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SEAL SEAM WITH PG 64-22 PER PENNDOT PUB. 408

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EXISTING BITUMINOUS PAVING

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6" 2A AGGREGATE SUBBASE

AutoCAD SHX Text NOTE: 1. COMPACT SUBGRADE TO 98% PER ASTM 698. 2. COMPACT AGGREGATE TO 100% PER ASTM 698. 3. PAVE PER PAVEMENT SECTION DETAIL.

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PAVING TIE-IN DETAIL NOT TO SCALE

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COMPACTED SUBGRADE

AutoCAD SHX Text NOTE: 1. COMPACT SUBGRADE TO 98% PER ASTM 698, STANDARD PROCTOR. 2. COMPACT AGGREGATE TO 100% PER ASTM 698.

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6" 2A STONE SUBBASE

AutoCAD SHX Text NOTES: 1. ALL CONSTRUCTION TO CONFORM TO PADOT PUB. 408, SECTION 676. 2. WALKWAY TO HAVE 1/8" CONTRACTION JOINTS 5'-0" O.C. AND 1" DEEP AND 1/2" EXPANSION JOINTS FILLED WITH PADOT JOINT SEALER AT 25' INTERVALS AND/OR ABUTTING RIGID STRUCTURES

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NOT TO SCALE

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%%UCONCRETE SIDEWALK

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MIN. 4"-CLASS A CONCRETE OR MATCH EXISTING

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FIBER REINFORCED

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1/4"/FT

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2 1/2" TEMPORARY BCBC

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SAW CUT

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6" 2A SUBBASE

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2A OR RETAINED SUITABLE MATERIAL, COMPACTED TO 100% SPD

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SEE PENNDOT PAVING OR NON-PENNDOT RESTORATION

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12" PIPE CUSHION 2B STONE

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AASHTO #57 PIPE BEDDING

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3'-0" (MAX. PAY LIMIT)

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6" MIN. PIPE BEDDING

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O.D. VARIES

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6" MIN.

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REVISION PER PENNDOT HOP COMMENT LETTER

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PAVING SPECIFICATIONS

PA DEP EROSION CONTROL MANUAL TABLE 13.1

MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS

TRENCH

SLOPE (%)

SPACING

(FT)

PLUG MATERIAL

< 5 1000 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

5 - 15 500 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

15 - 25 300 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

25 - 35 200 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

35 - 100 100 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

> 100 50 CEMENT BAGS (WETTED) OR MORTARED STONE

* TOPSOIL MAY NOT BE USED TO FILL SACKS

CENTURY

E N G I N E E R I N G

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EROSION AND SEDIMENTATION DETAILS FOR

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CENTRE HALL BOROUGH, CENTRE COUNTY, PENNSYLVANIA

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24004382.001A SHEET 04

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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SCALE:

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DATE:

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NO.

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REVISION:

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DATE:

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BY:

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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INTAKE HOSE

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PUMP

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DISCHARGE HOSE

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CLAMPS

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CLAMPS

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DISCHARGE HOSE

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PUMP

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INTAKE HOSE

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

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PLAN VIEW

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ELEVATION VIEW

AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN NON-WOVEN GEOTEXTILE MATERIAL SEWN NON-WOVEN GEOTEXTILE MATERIAL SEWN GEOTEXTILE MATERIAL SEWN GEOTEXTILE MATERIAL SEWN MATERIAL SEWN MATERIAL SEWN SEWN SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TYPE SEAMS. THEY SHALL BE CAPABLE OF TYPE SEAMS. THEY SHALL BE CAPABLE OF SEAMS. THEY SHALL BE CAPABLE OF SEAMS. THEY SHALL BE CAPABLE OF THEY SHALL BE CAPABLE OF THEY SHALL BE CAPABLE OF SHALL BE CAPABLE OF SHALL BE CAPABLE OF BE CAPABLE OF BE CAPABLE OF CAPABLE OF CAPABLE OF OF OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE HIGH VOLUME FILTER BAGS SHALL BE MADE HIGH VOLUME FILTER BAGS SHALL BE MADE VOLUME FILTER BAGS SHALL BE MADE VOLUME FILTER BAGS SHALL BE MADE FILTER BAGS SHALL BE MADE FILTER BAGS SHALL BE MADE BAGS SHALL BE MADE BAGS SHALL BE MADE SHALL BE MADE SHALL BE MADE BE MADE BE MADE MADE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL BAG WITH MACHINERY REQUIRED FOR DISPOSAL BAG WITH MACHINERY REQUIRED FOR DISPOSAL WITH MACHINERY REQUIRED FOR DISPOSAL WITH MACHINERY REQUIRED FOR DISPOSAL MACHINERY REQUIRED FOR DISPOSAL MACHINERY REQUIRED FOR DISPOSAL REQUIRED FOR DISPOSAL REQUIRED FOR DISPOSAL FOR DISPOSAL FOR DISPOSAL DISPOSAL DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 SHALL BE REPLACED WHEN THEY BECOME 1/2 SHALL BE REPLACED WHEN THEY BECOME 1/2 BE REPLACED WHEN THEY BECOME 1/2 BE REPLACED WHEN THEY BECOME 1/2 REPLACED WHEN THEY BECOME 1/2 REPLACED WHEN THEY BECOME 1/2 WHEN THEY BECOME 1/2 WHEN THEY BECOME 1/2 THEY BECOME 1/2 THEY BECOME 1/2 BECOME 1/2 BECOME 1/2 1/2 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE SEDIMENT.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 3, 2026.