2-RockRoadBridgeRepairs PlanSet.pdf

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CONSTRUCTION PLAN

FOR

ROCK ROAD BRIDGE REPAIRS

CLAY TOWNSHIP

LANCASTER COUNTY, PENNSYLVANIA

CLAY TOWNSHIP

870 DURLACH ROAD

STEVENS, PA 17578

(717)733-9675 EMAIL: info@claytwp.com

Dial 8-1-1 or 1-800-242-1776 | www.paonecall.org

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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SEAL:

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OF

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PLAN TITLE:

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PROJECT TITLE:

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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AutoCAD SHX Text GENERAL NOTES 1. AS A CONDITION OF THIS GENERAL PERMIT, AND OF THE OWNER'S AUTHORITY TO CONDUCT THE AS A CONDITION OF THIS GENERAL PERMIT, AND OF THE OWNER'S AUTHORITY TO CONDUCT THE ACTIVITIES AUTHORIZED BY THIS GENERAL PERMIT, THE OWNER OF THE BRIDGE/CULVERT HEREBY AUTHORIZES AND CONSENTS TO ALLOW AUTHORIZED EMPLOYEES OR AGENTS OF THE DEPARTMENT, INCLUDING THE COUNTY CONSERVATION DISTRICT, WITHOUT ADVANCED NOTICE OR A SEARCH WARRANT, AT ANY REASONABLE TIME AND UPON PRESENTATION OF APPROPRIATE CREDENTIALS, AND WITHOUT DELAY, TO HAVE ACCESS TO AND TO INSPECT ALL AREAS WHERE THE PROJECT IS BEING CONSTRUCTED, OPERATED OR MAINTAINED. THE AUTHORIZATION AND CONSENT SHALL INCLUDE CONSENT TO CONDUCT TESTS OR SAMPLING, TO TAKE PHOTOGRAPHS, TO PERFORM MEASUREMENTS, SURVEY AND OTHER TESTS, TO INSPECT THE METHODS OF CONSTRUCTION, OPERATION AND MAINTENANCE, TO EXAMINE AND COPY BOOKS, PAPERS AND RECORDS PERTINENT TO ANY MATTER UNDER INVESTIGATION, AND TO TAKE ANY OTHER ACTION NECESSARY TO ASSURE THAT THE PROJECT IS CONSTRUCTED, OPERATED OR MAINTAINED IN ACCORDANCE WITH SECTION 16 OF THE DAM SAFETY AND ENCROACHMENT ACT, 32 P.S. SECTION 693.16,M AND IN NO WAY LIMITS ANY OTHER POWERS GRANTED UNDER THE DAM SAFETY AND ENCROACHMENTS ACT. 2. IF THE DEPARTMENT DETERMINES UPON INSPECTION, THAT THE CONSTRUCTION, OPERATION OR IF THE DEPARTMENT DETERMINES UPON INSPECTION, THAT THE CONSTRUCTION, OPERATION OR MAINTENANCE OF A PROJECT HAS VIOLATED THE TERMS OR CRITERIA OF THIS GENERAL PERMIT OR CHAPTER 105 RULES AND REGULATIONS, THE DEPARTMENT MAY TAKE SUCH ACTIONS, LEGAL OR ADMINISTRATIVE, THAT IT MAY DEEM TO BE APPROPRIATE. 3. CONSTRUCTION MATERIALS INCLUDING, BUT NOT LIMITED TO PIPES, ROCK, SOIL, AND BEDDING CONSTRUCTION MATERIALS INCLUDING, BUT NOT LIMITED TO PIPES, ROCK, SOIL, AND BEDDING MATERIALS SHALL NOT BE STORED WITHIN THE FLOODWAY. 4. THE REMOVAL OF DEBRIS AND ACCUMULATED SEDIMENT TO ENSURE ADEQUATE HYDRAULIC THE REMOVAL OF DEBRIS AND ACCUMULATED SEDIMENT TO ENSURE ADEQUATE HYDRAULIC CAPACITY FOR BRIDGES AND CULVERTS IS LIMITED TO 50 FEET UPSTREAM AND DOWNSTREAM OF THE BRIDGE OR CULVERT AND SHALL BE CONDUCTED IN ACCORDANCE TO THE DEPARTMENT'S STANDARD FOR CHANNEL CLEARING AT BRIDGES AND CULVERTS. 5. CONSTRUCTION EQUIPMENT SHALL NOT BE REFUELED, STAGED, OR WORKED ON WITHIN THE LIMITS CONSTRUCTION EQUIPMENT SHALL NOT BE REFUELED, STAGED, OR WORKED ON WITHIN THE LIMITS OF THE FLOODWAY OR 100 YEAR FLOODPLAIN. 6. THE OWNER SHALL NOTIFY THE PENNSYLVANIA FISH AND BOAT COMMISSION'S SOUTHEAST REGIONAL THE OWNER SHALL NOTIFY THE PENNSYLVANIA FISH AND BOAT COMMISSION'S SOUTHEAST REGIONAL FIELD OFFICE MANAGER TEN (10) DAYS PRIOR TO THE START OF CONSTRUCTION. WRITTEN NOTIFICATION IS SUGGESTED. PENNSYLVANIA FISH AND BOAT COMMISSION ATTN: SOUTHCENTRAL MANAGER 1704 PINE ROAD NEWVILLE, PA PHONE: 717-486-7087 7. THE FACILITIES AND ACTIVITIES AUTHORIZED UNDER THIS GENERAL PERMIT MUST BE OPERATED AND THE FACILITIES AND ACTIVITIES AUTHORIZED UNDER THIS GENERAL PERMIT MUST BE OPERATED AND MAINTAINED TO PROTECT PUBLIC HEALTH, SAFETY, AND THE ENVIRONMENT. 8. FILL MATERIAL MUST BE UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT FILL MATERIAL MUST BE UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT SOLID MATERIAL AND MUST BE FREE OF ASPHALT, TRASH, CONSTRUCTION DEBRIS, TIRES, TOXIC POLLUTANTS AND NEVER BEEN SUBJECT TO A SPILL OR RELEASE OF A CONTAMINATED SUBSTANCE. TEMPORARY FILLS FOR CONSTRUCTION PURPOSES (ROAD EMBANKMENTS, EQUIPMENT STAGING, COFFER DAMS, CAUSEWAYS, ETC.) SHALL CONSIST OF NON-SOLUBLE ROCK MATERIAL (WITHOUT FINE PARTICLES, OR SMALL GRAINED MATERIALS) TO PREVENT THE INTRODUCTION OF SEDIMENT TO WATER SOURCES. 9. TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS STABILIZED TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS STABILIZED AND RETURNED TO THEIR PRE-EXISTING ELEVATIONS. 10. THIS PLAN SHALL BE AVAILABLE AT ALL TIMES ON THE PROJECT SITE DURING CONSTRUCTION. THIS PLAN SHALL BE AVAILABLE AT ALL TIMES ON THE PROJECT SITE DURING CONSTRUCTION. 11. WORK IS SUBJECT TO THE PA DEP PERMIT #GP11-36-11-122 AND PASGP6 CONDITIONS. WORK IS SUBJECT TO THE PA DEP PERMIT #GP11-36-11-122 AND PASGP6 CONDITIONS. LIST OF DRAWINGS 1 OF 5: COVER SHEET OF 5: COVER SHEET COVER SHEET 2 OF 5: EXISTING CONDITIONS 3 OF 5: BRIDGE REPAIR DETAILS BRIDGE REPAIR DETAILS 4 OF 5: IN-STREAM WORK DETAILS IN-STREAM WORK DETAILS 5 OF 5: DETOUR PLANDETOUR PLAN

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ENGINEER'S SEAL

AutoCAD SHX Text I ________________ DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 Pa. C.S.A. Sec. 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN CONFORMANCE WITH CHAPTER 105 OF THE RULES AND REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION.

AutoCAD SHX Text PROJECT NARRATIVE CLAY TOWNSHIP IS PROPOSING THE REPAIR OF AN EXISTING BRIDGE ON ROCK ROAD LOCATED APPROXIMATELY 0.6 MILES SOUTHWEST OF THE INTERSECTION OF WEST MAIN STREET (US-322) AND ROCK ROAD. THE EXISTING SUPPORT BEAMS ARE SHOWING SIGNED OF DETERIORATION AND POSE A SAFETY ISSUE FOR MOTORISTS. THE PROPOSED REPAIRS INCLUDE STRENGTHENING OF THE EXISTING BEAMS, ADDITION OF STEEL DIAPHRAGMS, AND PAINTING OF THE NEW STEEL. WRITTEN DIRECTIONS TO THE SITE FROM ELIZABETHTOWN, PA 17022 - FROM THE INTERSECTION OF SOUTH CHARLES STREET AND WEST MAIN STREET (US-322), TRAVEL APPROXIMATELY 2.5 MILES WEST ON WEST MAIN STREET (US-322) TO THE INTERSECTION WITH ROCK ROAD. TURN LEFT ONTO ROCK ROAD AND TRAVEL APPROXIMATELY 0.3 MILES TO THE ROCK ROAD BRIDGE LOCATION. EXISTING SITE CONDITIONS THE IMMEDIATE UPSTREAM DRAINAGE AREA OF THE EXISTING BRIDGE IS CURRENTLY CULTIVATED FIELDS, RESIDENTIAL AREAS, AND WOODED AREA. THE PAST LAND USE IS UNCHANGED FROM THE CURRENT LAND USE. THERE ARE NO NATURAL OCCURRING GEOLOGICAL FORMATIONS OR SOIL CONDITIONS THAT HAVE THE POTENTIAL TO CAUSE POLLUTION DURING CONSTRUCTION. RECEIVING WATERSHED CHAPTER 93, MIDDLE CREEK - WWF, MF. TROUT PROTECTED STREAM. NO WORK IS AUTHORIZED BETWEEN MARCH 1 AND JUNE 15. EROSION CONTROL BMP'S EROSION & SEDIMENTATION CONTROL BMPS PROPOSED FOR THIS PROJECT INCLUDE, BUT ARE NOT LIMITED TO COMPOST FILTER SOCK, CONCRETE WASHOUT, ROCK RIP-RAP, COFFER DAMS, BYPASS AND DEWATERING PUMP STATIONS, PERMANENT SEEDING, STRAW MULCH, AND PUMPED WATER FILTER BAG.

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PROJECT LOCATION

AutoCAD SHX Text 40° 12' 36" N (40.210167)76° 15' 5" W (76.2513917)

AutoCAD SHX Text DATE:______________________ BY:____________________ SERIAL NUMBER:______________________________________

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LOCATION MAP NOT TO SCALE SOURCE: LITITZ USGS QUADRANGLE

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PBR

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23 MAR. 2026

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CLAY25-27

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ROCK ROAD BRIDGE REPAIRS

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COVER SHEET

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CLAY TOWNSHIP LANCASTER COUNTY PENNSYLVANIA

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AS NOTED

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MIDDLE CREEK FLOW

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MIDDLE CREEK FLOW

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N/F KEVIN F. & ELAINE L. MARTIN INST # 5688393

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N/F IDA W. WISE INST # 5680502

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EXISTING CONCRETE BRIDGE DECK

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ROCK ROAD

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SPEED LIMIT 35 MPH

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EXISTING BRIDGE FAR ABUTMENT ELEVATION (EAST ABUTMENT) SCALE 1/4"=1'-0"

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OF EXISTING BRIDGEOF EXISTING BRIDGE

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EXISTING BRIDGE RAILING

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EXISTING STEEL BEAMS

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EXISTING CONCRETE WINGWALL (POURED IN PLACE)

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TOP OF EXISTING ASPHALT ON CONCRETE DECK

AutoCAD SHX Text ALL GUIDERAIL TO BE REMOVED AND REPLACED AS NECESSARY TO ACCOMMODATE BRIDGE REPAIRS.

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EXISTING WINGWALL (CONCRETE GUNITE VENEER)

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NOTE: EXISTING BEAM PLACEMENT VARIES

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EXISTING BRIDGE RAILING

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EXISTING STEEL BEAMS

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TOP OF EXISTING ASPHALT ON CONCRETE DECK

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EXISTING BRIDGE RAILING

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EXISTING WINGWALL (CONCRETE GUNITE VENEER)

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EXISTING BRIDGE NEAR ABUTMENT ELEVATION (WEST ABUTMENT) SCALE 1/4"=1'-0"

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NOTE: EXISTING BEAM PLACEMENT VARIES

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EXISTING WINGWALL (CONCRETE GUNITE VENEER)

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OF EXISTING BRIDGEOF EXISTING BRIDGE

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* ALL FOUNDATION DETAILS ARE ESTIMATED.

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EXISTING PLAN VIEW SCALE 1"=10'-0""=10'-0"

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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ROCK ROAD BRIDGE REPAIRS

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EXISTING CONDITIONS

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CLAY TOWNSHIP LANCASTER COUNTY PENNSYLVANIA

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AS NOTED

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PLAN TITLE:

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SHEET NO.

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DRAWN BY:

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BEAM MODIFICATION DETAIL SCALE 3"=1'-0"

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DETERIORATED FLANGE/WEB OF EXISTING STEEL BEAMS

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CUT LENGTH AS REQUIRED

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TOP FLANGE OF EXISTING BEAM (ENCASED)

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BOTTOM FLANGE OF EXISTING BEAM

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EXISTING BACK WALL

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END OF EXISTING STEEL BEAM (ENCASED)

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EXISTING ABUTMENT

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EXISTING CONCRETE DECK

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PROPOSED " 316" STEEL PLATE (BOTTOM FLANGE)

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ALL NEW STEEL TO BE PAINTED AS PER SPECIFICATION. SEE TECHNICAL DETAILS.

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PROPOSED " STEEL PLATE 34" STEEL PLATE LENGTH VARIES PER BEAM

AutoCAD SHX Text EXISTING MATERIALS (WOOD FRAME/CONCRETE) TO BE REMOVED TO ALLOW FOR PLACEMENT OF PROPOSED STEEL PLATE. RESTORATION OF ANY CONCRETE SHALL BE INCLUDED WITH OTHER ITEMS OR INCIDENTAL.

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EXISTING BEAM

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AutoCAD SHX Text PROPOSED " STEEL PLATE 34" STEEL PLATE WITH L 3 "x3 "x " 12"x3 "x " 12"x " 12" (BOTH SIDES OF BEAM)

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SECTION SCALE 3"=1'-0"

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EXISTING STEEL BEAM (TOP FLANGE ENCASED)

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EXISTING CONCRETE DECK

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PROPOSED " STEEL PLATE 516" STEEL PLATE (BOTTOM FLANGE)

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SECTION SCALE 3"=1'-0"

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EXISTING ABUTMENT

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EXISTING STEEL BEAM (TOP FLANGE ENCASED)

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EXISTING BEAM

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LENGTH OF PROPOSED DIAPHRAGMS BETWEEN EXISTING STEEL BEAMS VARIES

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EXISTING CONCRETE DECK

AutoCAD SHX Text PROPOSED STEEL DIAPHRAGMS. DIAPHRAGMS WILL NEED TO BE FABRICATED, AS ORDERED BY ENGINEER, TO ACCOMMODATE HEIGHT DIFFERENCES BETWEEN THE EXISTING STEEL BEAM PLACEMENT IN THE EXISTING ABUTMENTS.

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EXISTING CONCRETE DECK

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NOTE EXISTING BEAM PLACEMENT IN ABUTMENT VARIES.

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EXISTING STEEL BEAM LOCATED ADJACENT TO EXISTING CONCRETE BOX GIRDER.

AutoCAD SHX Text PROPOSED STEEL L 3 "x3 "x "12"x3 "x "12"x "12"

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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REVISIONS

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SEAL:

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OF

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RJL

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CLAY25-27

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ROCK ROAD BRIDGE REPAIRS

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BRIDGE REPAIR DETAILS

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AS NOTED

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PLAN TITLE:

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PROJECT TITLE:

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SHEET NO.

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DRAWN BY:

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CLAY TOWNSHIP

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LANCASTER COUNTY

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PENNSYLVANIA

AutoCAD SHX Text GENERAL REPAIR NOTES: : 1. ALL CONCRETE WORK TO BE DONE IN ACCORDANCE WITH ACI REQUIREMENTS. ALL CONCRETE WORK TO BE DONE IN ACCORDANCE WITH ACI REQUIREMENTS. 2. CONCRETE REPAIR SHALL BE IN ACCORDANCE WITH PENNDOT. CONCRETE REPAIR SHALL BE IN ACCORDANCE WITH PENNDOT. 3. DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN THE DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN THE THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN THE ORIGINAL DRAWINGS OR MADE AVAILABLE TO YOU BY THE OWNER OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS OF ANY OF THE CONDITIONS THAT YOU WILL ENCOUNTER IN THE FIELD. 4. THE INFORMATION SHOWN ON THESE PLANS FOR THE EXISTING BRIDGE IS BASED ON THE INFORMATION SHOWN ON THESE PLANS FOR THE EXISTING BRIDGE IS BASED ON LIMITED INVESTIGATIONS AND IS NOT TO BE CONSIDERED A BASIS FOR COMPUTATION OF THE UNIT PRICES USED FOR BIDDING PURPOSES. THERE IS NO EXPRESSED OR IMPLIED AGREEMENT THAT INFORMATION IS CORRECTLY SHOWN. THE BIDDER IS NOT TO RELY ON THIS INFORMATION, BUT IS TO ASSUME THE POSSIBILITY THAT CONDITIONS AFFECTING THE COST AND/OR QUANTITIES OF WORK TO BE PERFORMED MAY DIFFER FROM THOSE INDICATED. 5. EXISTING STRUCTURE INFORMATION: EXISTING STRUCTURE INFORMATION: A. YEAR BUILT: 1940, LAST INSPECTED: 06-20-2025 YEAR BUILT: 1940, LAST INSPECTED: 06-20-2025 B. SINGLE SPAN STEEL STRUCTURE, SUPERSTRUCTURE CONSISTS OF SEVEN (7) 5-STEEL SINGLE SPAN STEEL STRUCTURE, SUPERSTRUCTURE CONSISTS OF SEVEN (7) 5-STEEL BEAMS AND A CONCRETE BOX GIRDER BOX ALONG THE UPSTREAM SIDE. THERE IS NO CROSS BRACING. SUBSTRUCTURE CONSISTS OF ABUTMENTS CONSTRUCTED OF LAID STONE WITH A SPRAYED CONCRETE (GUNITE) VENEER. THREE OF THE WINGWALLS ARE CONSTRUCTED IN SIMILAR FASHION WITH ONE POURED IN PLACE CONCRETE WINGWALL. C. CURRENT USE/POST STATUS: OPEN. CURRENT USE/POST STATUS: OPEN. D. LIVE LOAD RATING: NOT POSTED/NOT REQUIRED. LIVE LOAD RATING: NOT POSTED/NOT REQUIRED. E. DECK: POURED CONCRETE DECK WITH BITUMINOUS OVERLAY. DECK: POURED CONCRETE DECK WITH BITUMINOUS OVERLAY. F. EX. DRAINAGE: NONE EX. DRAINAGE: NONE G. PLANS NOT AVAILABLE. PLANS NOT AVAILABLE. 7. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF PENNDOT PUBLICATION 408, EXCEPT ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF PENNDOT PUBLICATION 408, EXCEPT AS MODIFIED BY THESE PLANS OR PROJECT SPECIFICATIONS. 8. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO ALL EXISTING DIMENSIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND FABRICATION OF ANY ITEMS TO BE INCORPORATED INTO THE WORK. 9. DESIGN IS IN ACCORDANCE WITH, BUT NOT LIMITED TO, DM-4. DESIGN IS IN ACCORDANCE WITH, BUT NOT LIMITED TO, DM-4. 10. USE CLASS AA CEMENT CONCRETE IN ABUTMENT AND WINGWALL REPAIRS. USE CLASS AA CEMENT CONCRETE IN ABUTMENT AND WINGWALL REPAIRS. 11. MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408. 12. DESIGN SPECIFICATIONS: DESIGN DIVISION OF A.A.S.H.T.O. STANDARD SPECIFICATIONS FOR DESIGN SPECIFICATIONS: DESIGN DIVISION OF A.A.S.H.T.O. STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES (INCLUDING INTERIM SPECIFICATIONS) AND SUPPLEMENTED BY THE DESIGN MANUAL. 13. HIGH EARLY-STRENGTH CONCRETE MAY BE SUBSTITUTED AT NO ADDITIONAL COST. HIGH EARLY-STRENGTH CONCRETE MAY BE SUBSTITUTED AT NO ADDITIONAL COST. 14. THE BRIDGE WILL BE CLOSED TO TRAFFIC DURING ACTIVE CONSTRUCTION AND MAY BE THE BRIDGE WILL BE CLOSED TO TRAFFIC DURING ACTIVE CONSTRUCTION AND MAY BE OPENED DURING NON-CONSTRUCTION HOURS. THE GUIDE RAIL MUST BE IN PLACE IF THE BRIDGE IS TO BE OPEN DURING NON-CONSTRUCTION HOURS. SEE DETOUR PLAN SHEET 4. STRUCTURAL STEEL NOTES: : 1. STRUCTURAL STEEL: STRUCTURAL STEEL: A. ROLLED SHAPES: ASTM A992 OR A572 ROLLED SHAPES: ASTM A992 OR A572 B. PLATES: ASTM A36 OR A572 GR. 50 PLATES: ASTM A36 OR A572 GR. 50 2. WELDING: WELDING: A. ALL WELDING TO CONFORM TO LATEST EDITION OF AWS STRUCTURAL WELDING CODE D1.1. ALL WELDING TO CONFORM TO LATEST EDITION OF AWS STRUCTURAL WELDING CODE D1.1. 3. PAINTING: A. TBD.TBD.

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STEEL REPAIR SCHEDULE

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BEAM #

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REPAIR LOCATION

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STEEL THICKNESS

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TOTAL LF

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TOTAL SF

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BOTTOM FLANGE

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DIAPHRAGMS

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IN-STREAM COFFER DAM

NOT TO SCALE

PUMPED WATER FILTER BAG

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SANDBAG OR JERSEY BARRIER COFFER DAM

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STREAM BYPASS (PUMPING)

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GENERAL NOTES:

INVENTORY OF PERMITS/APPROVALS

RECYCLING AND DISPOSAL NOTES

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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SEAL:

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OF

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ERK

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RJL

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CLAY25-27

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ROCK ROAD BRIDGE REPAIRS

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IN-STREAM WORK DETAILS

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AS NOTED

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PLAN TITLE:

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PROJECT TITLE:

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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CLAY TOWNSHIP

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LANCASTER COUNTY

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PENNSYLVANIA

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23 MAR. 2026

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2 BAG MIN. HEIGHT ABOVE NORMAL BASE FLOW

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NORMAL STREAM FLOW

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STACKED SANDBAGS OPTION

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JERSEY BARRIER OPTION

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OPTIONAL SANDBAG PLATFORM

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WORK AREA

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SANDBAG TO HOLD IMPERVIOUS LINER IN PLACE

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IMPERVIOUS LINER EXTENDED TO STREAM BOTTOM AND SECIRED WITH SANDBAGS

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JERSEY BARRIER

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SANDBAG (TYP.)

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IMPERVIOUS MEMBRANE

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SANDBAGS

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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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%%UPLAN VIEW

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%%UELEVATION VIEW

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%%UNOTES:

AutoCAD SHX Text LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH

AutoCAD SHX Text STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER

AutoCAD SHX Text THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE

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FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE

AutoCAD SHX Text PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL

AutoCAD SHX Text BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED

AutoCAD SHX Text ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

AutoCAD SHX Text BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION

AutoCAD SHX Text RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE

AutoCAD SHX Text PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE

AutoCAD SHX Text PLACED ON SLOPES GREATER THAN 5%%%. FOR SLOPES EXCEEDING 5%%%, CLEAN ROCK OR OTHER NON-ERODIBLE

AutoCAD SHX Text AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

AutoCAD SHX Text NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST

AutoCAD SHX Text FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY

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RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

AutoCAD SHX Text THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE

AutoCAD SHX Text MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

AutoCAD SHX Text THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE

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MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

AutoCAD SHX Text FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY

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AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

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AOS %%% RETAINED

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ASTM D-4751

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80 SIEVE

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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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PUMP

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INTAKE HOSE

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DISCHARGE HOSE

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

AutoCAD SHX Text NOTES: WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER FILTER BAG OR SEDIMENT TRAP PRIOR TO DISCHARGING INTO ANY SURFACE WATER. HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET BACK FROM THE TOP OF STREAMBANK. ALL DISTURBED AREAS WITHIN 50 FEET OF TOP-OF-BANK SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF INITIAL DISTURBANCE FOR MINOR STREAMS OR 48 HOURS OF INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS OTHERWISE AUTHORIZED.

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FLOW

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NORMAL FLOW WIDTH (W)

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FLOW

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PUMPED WATER FILTER BAG

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STREAM TOP OF BANK

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SANDBAG DAM

AutoCAD SHX Text NOTES: BYPASS PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM TO PREVENT PUMPING OF CHANNEL BOTTOM MATERIALS. WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER FILTER BAG OR SEDIMENT TRAP PRIOR TO DISCHARGING INTO ANY SURFACE WATER. HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET BACK FROM THE TOP OF STREAMBANK. ALL DISTURBED AREAS WITHIN 50 FEET OF TOP-OF-BANK SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF INITIAL DISTURBANCE FOR MINOR STREAMS OR 48 HOURS OF INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS OTHERWISE AUTHORIZED.

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FLOW

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PUMP

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STREAM TOP OF BANK

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INTAKE

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STREAM TOP OF BANK

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SANDBAG DAM

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SANDBAG DAM

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DISCHARGE

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ENERGY DISSIPATER

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BRIDGE

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1. ALL WORK BEING COMPLETED FOR THIS PROJECT IS CONSIDERED MAINTENANCE AND IS ALL WORK BEING COMPLETED FOR THIS PROJECT IS CONSIDERED MAINTENANCE AND IS COVERED UNDER A A PREVIOUSLY APPROVED GENERAL PERMIT 11 (GP-11) FOR THE ROCK ROAD SCOUR REPAIR PROJECT. 2. THE CONTRACTOR SHALL TAKE CARE TO LIMIT THE AMOUNT OF DEBRIS FROM FALLING THE CONTRACTOR SHALL TAKE CARE TO LIMIT THE AMOUNT OF DEBRIS FROM FALLING INTO THE STREAM DURING DEMOLITION AND CONSTRUCTION. ALL DEBRIS THAT DOES ENTER THE STREAM SHALL BE REMOVED AND DISPOSED OF PER THE RECYCLING AND DISPOSAL NOTES.

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AGENCY

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PERMIT #

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APPROVAL DATE

AutoCAD SHX Text PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERAL PERMIT-11 (PADEP GP-11)

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GP-11-36-11-122

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09 FEB. 2012

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OR DISCHARGE ANY BUILDING MATERIALS OR WASTES AT THE SITE.

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271.1 ET SEQ. AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP

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SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ. ,

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OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S

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ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED

AutoCAD SHX Text CONSTRUCTION WASTE INCLUDES BUT IS NOT LIMITED TO: EXCESS SOIL AND ROCK, BUILDING MATERIALS, CONCRETE AND CONCRETE WASH WATER, SANITARY WASTE, AND ANY OTHER MATERIALS THAT COULD ADVERSELY IMPACT SURFACE OR GROUND WATER QUALITY.

AutoCAD SHX Text THE OWNER AND THE CONTRACTOR/EXCAVATOR MUST ENSURE THAT VISUAL SITE INSPECTIONS ARE CONDUCTED WEEKLY, AND WITHIN 24 HOURS AFTER EACH MEASURABLE PRECIPITATION EVENT BY QUALIFIED PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TO ASCERTAIN THAT THE BMPS ARE OPERATIONAL AND EFFECTIVE IN PREVENTING POLLUTION TO THE WATER OF THE COMMONWEALTH. ALL SITE INSPECTIONS WILL BE DOCUMENTED IN A LOG BOOK KEPT FOR THIS ALL SITE INSPECTIONS WILL BE DOCUMENTED IN A LOG BOOK KEPT FOR THIS PURPOSE. THE SITE INSPECTIONS SHALL INCLUDE A SUMMARY OF SITE CONDITIONS, BMP'S, COMPLIANCE ACTIONS AND THE DATE, TIME AND NAME OF THE PERSON CONDUCTING THE INSPECTION. THE LOG BOOK WILL BE KEPT ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE DISTRICT UPON REQUEST.

WORK AREA

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DETOUR DETOUR END

DETOUR

ROAD CLOSED

0.5 MILES AHEAD

LOCAL TRAFFIC ONLY

DETOUR

BRIDGE

CLOSED

DETOUR

ROAD CLOSED

0.5 MILES AHEAD

LOCAL TRAFFIC ONLY

DETOUR DETOUR

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CLAY ROAD

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ROCK ROAD

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SNYDER LANE

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CLAY SCHOOL ROAD

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CLAY ROAD

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US ROUTE 322

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CLEARVIEW ROAD

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W BURKHOLDER DRIVE

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WORK AREA

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ROCK ROAD

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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SEAL:

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OF

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PBR

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RJL

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CLAY25-27

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ROCK ROAD BRIDGE REPAIRS

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DETOUR PLAN

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AS NOTED

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PLAN TITLE:

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PROJECT TITLE:

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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CLAY TOWNSHIP

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LANCASTER COUNTY

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PENNSYLVANIA

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1 INCH = 400 FT

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(IN FEET)

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GRAPHIC SCALE

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AutoCAD SHX Text M4-9R 30"x24"

AutoCAD SHX Text TYPE III BARRICADE R11-3 60"x36" M4-10L 36"x12" TYPE B FLASHERS

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AutoCAD SHX Text M4-9L 30"x24"

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AutoCAD SHX Text M4-8A 24"x18"

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AutoCAD SHX Text TYPE III BARRICADE R11-2-1 48"x30" TYPE B FLASHERS

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AutoCAD SHX Text TYPE III BARRICADE R11-2 60"x36" M4-10R 36"x12" TYPE B FLASHERS

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AutoCAD SHX Text M4-9SR 30"x24"

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AutoCAD SHX Text M4-9SL 30"x24"

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23 MAR. 2026