2-Construction and Erosion Control Plan - South Market Street.pdf
PDF 6 MB Posted
- Attached to
- South Market Street Stormwater Replacement
- Solicitation number
- Not on record
- Issued by
- Lancaster County, Pennsylvania
About this file
This is a Construction and Erosion Control Plan document for the South Market Street Stormwater Replacement project in Ephrata Borough, Lancaster County, Pennsylvania. The plan, prepared by Herbert, Rowland & Grubic, Inc., details the comprehensive construction approach for replacing stormwater infrastructure along South Market Street (SR 1024). The project scope includes milling and overlay work, decommissioning existing pipes through bulkheading and flowable fill methods, installation of new stormwater structures and pipes, and trench restoration. The plan encompasses existing conditions and demolition details, proposed stormwater sewer and site restoration specifications, construction details for inlets and trenches, erosion and sediment control measures, utility relocation procedures for water mains, and landscaping and grading specifications. The document was last revised on October 5, 2026, and includes test hole data summary information documenting existing 6-inch black metal water services and 12-inch white plastic sanitary services at multiple locations along the project corridor. Bids for the construction work were to be received online by November 18, 2026, at 10:00 a.m. local time through PennBID.
The plan provides detailed technical specifications and drawings essential for bidders to understand the full scope of work, including construction sequencing, erosion and sediment control details such as filter bag inlet protection and compost filter sock installations, concrete washout areas, and seeding schedules. The project requires coordination with existing utilities and includes specific details for water main relocation with thrust blocking specifications for working pressures up to 150 PSI. Bid security requirements stipulate a Certified Check or Bid Bond in an amount not less than 10% of the bid value. All questions regarding the bidding documents were to be submitted through PennBID in accordance with the Instructions to Bidders, with telephone inquiries not being acceptable. Prospective bidders were urged to register as plan holders on the designated PennBID website for access to all official notifications, addenda, and updated project information.
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| File | Type | Posted |
|---|---|---|
| 1-Project Manual - South Market Street.pdf |
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HERBERT, ROWLAND & GRUBIC, INC.
501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
SHEET INDEX
LOCATION MAPLOCATION MAP
PA ONE CALL-UTILITY LIST
PA ONE CALL
ACT 287, AS AMENDED
CONSTRUCTION AND EROSION CONTROL PLAN
FOR
SOUTH MARKET STREET STORMWATER REPLACEMENT
EPHRATA BOROUGH LANCASTER COUNTY PENNSYLVANIA
JANUARY 26, 2026 LAST REVISED OCTOBER 5, 2026
LEGEND GENERAL NOTES
GENERAL UTILITY NOTES
DEMOLITION NOTES
TRAFFIC CONTROL NOTES
SURVEY NOTES
Know what's below.
before you dig.Call
R
EBA PROJECT NO. #EBA26-1
South Market Street
SR 1024 (35 M.P.H.)
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501 ALLENDALE ROAD
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KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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1 10/28/2025 6" Black Metal Water Service 2400837.7 318052.923 403.05 3.55 399.5
2 10/27/2025 12" White Plastic Sanitary Service 2400833.59 318062.02 403.02 6.14 396.88
3 10/28/2025 6" Black Metal Water Service 2400793.74 318034.802 402.69 3.6 399.09
4 10/27/2025 12" White Plastic Sanitary Service 2400791.1 318044.632 402.68 6.61 396.07
5 10/28/2025 6" Black Metal Water Service 2400627.73 317965.441 402.39 4.25 398.14
6 10/27/2025 12" White Plastic Sanitary Service 2400613.91 317965.34 402.46 8.22 394.24
TEST HOLE DATA SUMMARY
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501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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HERBERT, ROWLAND & GRUBIC, INC.
501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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DT-01 04
TYPE M INLET DETAIL
INLET BOX DETAIL
CONNECT EXISTING DRAINAGE PIPE TO STRUCTURE DETAIL
INLET STEEL FRAME TOP DETAIL
STORM SEWER TRENCH DETAIL
PERMANENT TRENCH RESTORATION PAVEMENT DETAIL
CONCRETE CURB DETAIL
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SIDEWALK DETAIL ADJACENT TO CURB
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TEMPORARY TRENCH RESTORATION PAVEMENT DETAIL
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ABANDON EXISTING STORM SEWER
BULKHEAD DETAIL
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501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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LANDSCAPE NOTES GENERAL EROSION CONTROL NOTES
SEQUENCE OF CONSTRUCTION
RESTORATION NOTES
GRADING AND STORMWATER NOTES
GENERAL HOP NOTES
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HERBERT, ROWLAND & GRUBIC, INC.
501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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DT-02 07
FILTER BAG INLET PROTECTION DETAIL
COMPOST FILTER SOCK (12") DETAIL
CONCRETE WASHOUT AREA DETAIL
SEEDING SCHEDULE
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HERBERT, ROWLAND & GRUBIC, INC.
501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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UTILITY
RELOCATION
PLAN
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UT-01 08
WATERLINE RELOCATION PROFILES
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HERBERT, ROWLAND & GRUBIC, INC.
501 ALLENDALE ROAD
SUITE 203
KING OF PRUSSIA, PA 19406
484. 460.7050 | hrg-inc.com
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RELOCATION
DETAILS AND
NOTES
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DT-03 09
GENERAL WATER NOTES
WATER MAIN TRENCH
P
STANDARD VALVE BOX
Q
FOSTER ADAPTER
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TYPICAL THRUST BUCKLING FOR HORIZONTAL & VERTICAL
DOWNWARD THRUSTS UP TO 150 PSI WORKING PRESSURE
S
THRUST BLOCKING VERTICAL THRUSTS UPWARD
UP TO 150 PSI WORKING PRESSURE
| Sheets and Views |
| 01 COVER SHEET |
| 02 EXISTING CONDITIONS |
| 03 SITE IMPROVEMENTS |
| 04 CONSTRUCTION DETAILS |
| 05 EROSION AND SEDIMENT CONTROL PLAN |
| 06 PROJECT NOTES |
| 07 EROSION AND SEDIMENT CONTROL DETAILS |
| 08 WATER RELOCATION PLAN |
| 09 WATER RELOCATION DETAILS AND NOTES |
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