2-Construction Drawings (N. Weaber St. Storm Sewer Improvements).pdf

PDF 3 MB Posted Jun 22, 2026

Attached to: N. Weaber Street Storm Sewer Improvements
Solicitation number: Not on record
Issued by: Lebanon County, Pennsylvania

About this file

Written by GovTribe AI · Jun 23, 2026

This document consists of construction drawings for the N. Weaber Street Storm Sewer Improvements project managed by Annville Township in Lebanon County, Pennsylvania. The project involves the installation of approximately 382 linear feet of 36-inch storm sewer piping with associated structures and connections to existing storm sewer channels, including excavation and backfill operations, relocation of a 6-inch sewer lateral, pavement restoration, and other related work as detailed in the drawings. Sealed bids will be received electronically through the PennBid Program until 10:00 A.M. on Friday, July 31, 2026, with results posted on the PennBid website shortly after opening. A non-mandatory pre-bid meeting is scheduled for Wednesday, July 15, 2026, at 10:00 a.m. at Annville Town Hall, located at 36 N. Lancaster Street, Annville, PA 17003. All bidding documents and specifications are available at no cost on PennBid.

Bidders must comply with all State anti-rigging regulations and submit an executed non-collusion affidavit with their bid, along with a Bid Bond of no less than 10 percent of the total bid amount. The successful bidder will be required to provide a Payment and Performance Bond in the amount of the contract price prior to contract award and must submit an Act 127 Public Works Employment Verification Form prior to award, confirming that all employees are authorized to work in the United States. The project is subject to the Pennsylvania Prevailing Wage Act, with applicable wage rates contained in the Project Manual. Questions must be submitted through the PennBid platform's Questions feature.

View the file

Other files

File	Type	Posted
1-Project Manual (N. Weaber Street Storm Sewer Improvements).pdf	PDF	Jun 22, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

I-4 I-3

I-2

I-1 I-5

FOR

ANNVILLE TOWNSHIP

N. WEABER STREET STORM SEWER IMPROVEMENTS

LOCATED IN

1 inch = 1000 ft.

LOCATION MAP N

LEBANON COUNTY, PENNSYLVANIA

LOCATED IN

JUNE 16, 2026

ANNVILLE TOWNSHIP

36 NORTH LANCASTER STREET

ANNVILLE, PA 17003

PHONE: 717-867-4476

OWNER

1 inch = 50 ft.

SITE MAP

DRAWING LIST TABLE

Sheet

Number Sheet Title

1 COVER SHEET

2 EXISTING CONDITIONS / DEMOLITION PLAN

3 PROPOSED IMPROVEMENTS / PROFILES

4 EASEMENT PLAN

5 DETAILS

279 N. ZINNS MILL ROAD, LEBANON, PA 17042

717-272-7110 WWW.STECKBECK.NET

QUITTAPAHILLA CREEK

N. WEABER STREET

E. MAPLE STREET

E. MAIN STREET

(S.R. 0422)

PROJECT SITE

GENERAL NOTES

1. ANY REVISIONS TO THIS PLAN AFTER THE DATE OF PLAN PREPARATION OR LATEST REVISION SHALL NOT BE THE RESPONSIBILITY OF STECKBECK

ENGINEERING & SURVEYING, INC. SUBSTITUTIONS FOR ANY MATERIAL NOTED ON THESE PLANS REQUIRES PRIOR WRITTEN APPROVAL OF STECKBECK

ENGINEERING & SURVEYING, INC.

2. NO ONE SHALL SCALE FROM THESE PLANS FOR CONSTRUCTION PURPOSES.

3. PRIOR TO CONSTRUCTION, CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN THROUGH THE ENGINEER.

4. COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 105.06

AND 107.12.

5. CONTRACTOR IS RESPONSIBLE FOR SUB-GRADE PREPARATION.

6. PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE ENGINEER RESPONSIBLE FOR THE PLANS.

7. DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS, NO ALTERATION FROM THE PLAN MAY BE MADE WITHOUT TOWNSHIP APPROVAL. CHANGES

TO THE APPROVED PLAN SHALL ONLY BE AUTHORIZED BY WRITTEN APPROVAL OF THE TOWNSHIP OR ENGINEER.

8. ROADWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF ANNVILLE TOWNSHIP. IN THE ABSENCE OF A TOWNSHIP

STANDARD, THE CURRENT PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION SHALL BE UTILIZED.

9. ALL JOINTS WHERE PROPOSED MACADAM MEETS EXISTING MACADAM SHALL BE SAW-CUT AND SEALED WITH PG 64S-22.

10. STECKBECK ENGINEERING & SURVEYING, INC. HAS NOT PERFORMED ANY ARCHAEOLOGICAL STUDIES OR INVESTIGATIONS OF THIS SITE AND WE MAKE

NO REPRESENTATION NOR WARRANTY THAT HISTORICAL OR ARCHAEOLOGICAL RESOURCES DO NOT EXIST ON THIS SITE. SUCH STUDIES ARE NOT A MUNICIPAL REQUIREMENT NOR ARE THEY NORMAL OR CUSTOMARY ENGINEERING TASKS PERFORMED FOR THE CONSTRUCTION SHOWN ON THESE PLANS. STECKBECK ENGINEERING & SURVEYING, INC. SHALL NOT BE RESPONSIBLE NOR LIABLE FOR THE IMPACTS OR COSTS TO THIS PROJECT IN THE EVENT THAT ANY ARCHAEOLOGICAL OR HISTORICAL RESOURCES ARE DISCOVERED DURING THE COURSE OF DEVELOPMENT OR CONSTRUCTION ON

THIS SITE.

11. THE INFORMATION SHOWN ON THIS DRAWING MAY HAVE ALSO BEEN PROVIDED IN A DIGITAL DRAWING FORMAT. ONCE A DRAWING IS RELEASED FROM STECKBECK ENGINEERING & SURVEYING, INC. IN A DIGITAL FORMAT, WE HAVE NO CONTROL OVER MANIPULATION OR MISUSE OF THE DATA CONTAINED IN THAT FILE. THE VIEWER IS THEREFORE CAUTIONED TO COMPARE ANY SUBSEQUENT REPRODUCTIONS OR MANIPULATIONS OF THIS DATA WITH THE ORIGINAL HARD COPY SEALED PLAN PROVIDED BY STECKBECK ENGINEERING & SURVEYING, INC. THE USER IS ALSO CAUTIONED THAT ANY USE OF THE DATA CONTAINED IN THE DIGITAL FILE THAT IS NOT SHOWN ON THE HARD COPY DRAWING, MUST BE AT THE RISK OF THE USER.

12. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, AND TOWNSHIP STANDARDS AND REQUIREMENTS.

13. UTILITY TYPE AND LOCATION NOTICE: ALL EXISTING UTILITIES ARE SHOWN AS FOUND IN THE FIELD AND/OR ILLUSTRATED ON VARIOUS USER DRAWINGS.

TO THE BEST OF OUR KNOWLEDGE THE LOCATIONS AND TYPES ARE CORRECT AND ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTEE THE INFORMATION RECEIVED AND REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE. PURSUANT TO SECTION 5 CLAUSE (1) OF ACT 172 AMENDING ACT 287 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE LOCATION AND TYPE OF USERS LINES AT THE CONSTRUCTION SITE, EITHER BY INSPECTION OF THE DESIGNER'S DRAWING OR IF THERE BE NO SUCH DRAWINGS, THEN BY THE SAME MANNER AS THAT PRESCRIBED FOR A DESIGNER IN CLAUSE (1) AND (2) OF SECTION 4. PURSUANT TO SECTION 5 CLAUSE (2) IT WILL BE THE CONTRACTORS RESPONSIBILITY NOT LESS THAN THREE NOR MORE THAN TEN WORKING DAYS PRIOR TO THE DAY OF BEGINNING SUCH WORK, TO NOTIFY EACH USER OF THE CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT ITS SITE OR SITES AND REQUEST THE INFORMATION PRESCRIBED BY [ SUBCLAUSES II AND III ] OR CLAUSE (5) OF SECTION 2, FROM EACH USER'S OFFICE DESIGNATED ON THE DESIGNERS

DRAWINGS OR ON THE LIST OF USERS OBTAINED PURSUANT TO CLAUSE (1) OF SECTION 4.

14. ANY EXISTING PIPE OR UTILITY DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

15. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE TRAFFIC CONTROL WHENEVER NECESSARY TO SATISFACTION OF OWNER WHILE COMPLETING THE

WORK.

CONTRACTOR NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. UNDERGROUND UTILITIES HAVE

BEEN SHOWN ACCORDING TO INFORMATION PROVIDED BY OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR BLASTING.

THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD VERIFIED AND THE LOCATIONS ARE APPROXIMATE. STECKBECK ENGINEERING & SURVEYING, INC. (SESI) DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION INFORMATION PROVIDED BY OTHERS AND REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE. SESI ASSUMES NO LIABILITY FOR ANY DAMAGE INCURRED AS A RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. DAMAGE TO ANY UTILITY SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER, UTILITY COMPANY OR AUTHORITY, AT THE CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING AND RECORD DRAWINGS AS MAY BE REQUIRED BY THE MUNICIPALITY AND/OR THE VARIOUS

AUTHORITIES RELATIVE TO THE CONSTRUCTION SHOWN ON THESE PLANS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AS THE NEED ARISES. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH

PENNDOT PUBLICATION 213, LATEST EDITION.

5. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE GRADING PLAN IS IMPLEMENTED CORRECTLY, THAT A MINIMUM COVER IS MAINTAINED OVER ALL UTILITY PIPES, AND THAT PROPER DRAINAGE IS PROVIDED DURING CONSTRUCTION.

6. THESE PLANS, PREPARED BY SESI, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR, OF ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF STECKBECK ENGINEERING & SURVEYING, INC.

(SESI) REGISTERED PROFESSIONAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY OSHA.

7. CONTRACTORS SHALL NOT STORE CONSTRUCTION MATERIALS OR LOCATE TRASH RECEPTACLES (DUMPSTERS) ON PAVED CARTWAYS OF DEDICATED AND UNDEDICATED STREETS UNLESS EXPRESS PERMISSION IS GRANTED BY ANNVILLE TOWNSHIP.

8. ALL MUD FROM CONSTRUCTION ACTIVITIES THAT GETS TRACKED ONTO STREETS, EITHER DEDICATED OR UNDEDICATED, SHALL BE CLEANED BY THE

BUILDER/CONTRACTOR AT THE END OF EACH WORKDAY.

9. THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF SHOP DRAWINGS FROM THE TOWNSHIP ENGINEER FOR ALL MATERIALS. MATERIALS ORDERED PRIOR TO SHOP DRAWING APPROVAL ARE ORDERED AT THE CONTRACTOR'S RISK OF NOT BEING APPROVED.

10. DIGGING TEST PITS: IN LOCATIONS WHERE NEW UNDERGROUND UTILITIES ARE TO BE CONNECTED TO EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR WILL NOT BE PERMITTED TO PROCEED WITH THE NEW CONSTRUCTION UNTIL HE HAS DUG TEST PITS AND DETERMINED THE EXACT LOCATION AND ELEVATION OF THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS ADVISED THAT NO EXCAVATION IS PERMITTED IN THE UNDERGROUND UTILITY LOCATION WITHOUT THE PRESENCE OR WRITTEN APPROVAL OF AN AUTHORIZED REPRESENTATIVE OF THE OWNER OF THE SUBSURFACE UTILITY. DIG SUCH TEST PITS AT THE LOCATIONS AGREED TO BY THE OWNER OF THE SUBSURFACE UTILITY AND THE ENGINEER, AS

SHOWN ON THE UTILITY PLAN SHEETS.

11. MATERIALS AND DETAILS SPECIFIED ON THE APPROVED PLAN SHALL NOT BE ALTERED DURING CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE

TOWNSHIP.

12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO

THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

13. ALL OPEN TRENCHES SHALL BE BACKFILLED COMPLETELY AT THE END OF EACH WORK DAY. STEEL PLATES MAY BE ALLOWED IF APPROVED BY THE

ENGINEER.

14. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED ELEVATIONS AND EXISTING UTILITIES SHOWN ON THE PLANS PRIOR TO ORDERING OF ANY

STRUCTURES.

15. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES TO THE MAXIMUM EXTENT PRACTICAL. TEMPORARY CLOSURES, DRIVEWAY RESTRICTIONS, AND WORK WITHIN PUBLIC STREETS SHALL BE COORDINATED WITH ANNVILLE TOWNSHIP PRIOR TO IMPLEMENTATION. NO WORK IS

PROPOSED WITHIN THE SR 0422 RIGHT-OF-WAY.

(4) PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, STECKBECK ENGINEERING &

SURVEYING, INC., SHALL BE DEEMED TO HAVE MET THE OBLIGATIONS OF CLAUSE (2) BY

CALLING A ONE CALL SYSTEM AND SHOWING AS PROOF THE SERIAL NUMBER OF THE ONE

CALL NOTICE ON THE DRAWING(S). ANNVILLE TOWNSHIP, LEBANON COUNTY ID NO.

20260640338.

AND STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION

RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS

CORRECT OR ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. IS

REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS

OF THE SAID ACT 187, DECEMBER 19, 1996.

(3) PURSUANT TO SECTION 4, CLAUSE (4) OF SAID ACT, STECKBECK ENGINEERING &

SURVEYING, INC. MADE A REASONABLE EFFORT TO PREPARE THE CONSTRUCTION

DRAWING(S) TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH A FACILITY

OWNERS FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH

CLEARANCE OF THE FACILITY OWNERS FACILITIES WHERE POSSIBLE.

(2) PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, STECKBECK ENGINEERING &

SURVEYING, INC. SHOWN UPON THE DRAWING(S) THE POSITION AND TYPE OF EACH

FACILITY OWNERS LINE, DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY

SECTION 4, CLAUSE (2), AND THE NAME OF THE FACILITY OWNER, AND THE FACILITY

OWNERS DESIGNATED OFFICE ADDRESS AND THE TELEPHONE NUMBER AS SHOWN ON

THE LIST REFERRED TO IN SECTION 3.

(1) PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, STECKBECK ENGINEERING &

SURVEYING, INC. REQUESTED THE LINE AND FACILITY INFORMATION PRESCRIBED BY

SECTION 2, CLAUSE (4) FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN

NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.

STECKBECK ENGINEERING & SURVEYING, INC., HEREBY STATES THAT, PURSUANT TO THE

PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE

PENNSYLVANIA GENERAL ASSEMBLY, IT HAS PERFORMED THE FOLLOWING IN PREPARING

THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE

POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:

ANNVILLE TOWNSHIP

PO BOX 178

ANNVILLE, PA. 17003

CONTACT: CHERYL FISCHER

CHERYL@ANNVILLETWP.COM

717-867-4476

SERIAL NUMBER: 20260640338 (ANNVILLE TWP)

DATE: 03/05/2026

CABLE PROTECTION SERVICES INC

PO BOX 4816

MIDLOTHIAN, VA. 23112

CONTACT: DEBBIE KING

debbie_king@cableps.com 804-562-3409

AT&T

1100 3RD AVENUE

ALTOONA, PA. 16602

CONTACT: PAT SUTTON

ps4364@att.com 814-321-6470

PENNSYLVANIA-AMERICAN WATER CO

200 CANAL ST

HUMMELSTOWN, PA. 17036

CONTACT: MICHAEL RAGER

michael.rager@amwater.com 717-554-0045

ANNVILLE TOWNSHIP AUTHORITY

675 W. MAIN STREET

PO BOX 320

ANNVILLE, PA. 17003

CONTACT: LES POWEL

LES@ANNVILLETWP.COM

717-867-1992

VERIZON PENNSYLVANIA LLC

CONTACT: OFFICE PERSONNEL

1Call-Verizon_PADE@verizon.com

PENNSYLVANIA ELECTRIC CO

341 WHITE POND DRIVE

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

madams@firstenergycorp.com 330-252-4013

UGI UTILITIES INC.

1301 AIP DRIVE

MIDDLETOWN, PA 17057

CONTACT: GEOFFERY FERGUSON

GFERGUSON@UGI.COM

610-807-3118

SURVEY NOTES

1. BENCHMARK

BM1: MAG NAIL ON THE EAST SIDE OF N. WEABER STREET AND NORTH OF E.

MAPLE STREET; BEING 33'± NORTH OF THE STOP SIGN.

NORTHING: 367094.13

EASTING: 2317424.73

ELEVATION: 426.62

BM2: MAG NAIL ON THE EAST SIDE OF N. WEABER STREET AND NORTH OF E.

MAIN STREET (SR-0422); BEING 28'± NORTHWEST OF THE STREET SIGN

BY THE BOULDER.

NORTHING: 366686.80

EASTING: 2317519.01

ELEVATION: 421.21

VERTICAL DATUM: NAVD 88

HORIZONTAL DATUM: NAD83 - PA SOUTH ZONE

2. UNDERGROUND UTILITIES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY

OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR

BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD

VERIFIED AND THE LOCATIONS ARE APPROXIMATE. STECKBECK ENGINEERING &

SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE,

OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION PROVIDED BY OTHERS

AND REFLECTED ON THESE DRAWINGS ARE CORRECT AND ACCURATE. STECKBECK

ENGINEERING & SURVEYING, INC. ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES

INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.

3. IN ACCORDANCE WITH THE FLOOD INSURANCE RATE MAP NUMBER 42075C0253E, EFFECTIVE

DATE JULY 8, 2020, THE ENTIRE SITE IS IN THE ZONE "X" FLOOD

CLASSIFICATION.

4. IN ACCORDANCE WITH THE U.S. FISH AND WILDLIFE SERVICES NATIONAL WETLANDS

INVENTORY THERE ARE NO WETLANDS ON THE SUBJECT PREMISES.

5. RIGHT-OF-WAY FOR N. WEABER ST. AND MAPLE ST. IS SHOWN IN ACCORDANCE WITH

TOWNSHIP AND LEBANON COUNTY RECORDERS.

6. RIGHT-OF-WAY FOR E. MAIN ST. (SR-0422) IS SHOWN PER COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION DRAWINGS AUTHORIZING ACQUISITION OF RIGHT-OF-WAY

FOR STATE ROUTE 0422 SECTION 017 R/W IN LEBANON COUNTY.

7. STORM SEWER PIPE AND CHANNEL ON THE PROPERTIES OWNED BY GLEN & CORINNE WAGNER

AND JACOB S. & VANESSA D. MARINKOV ARE SHOWN PER AVAILABLE INFORMATION AND

SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.

PROPOSED STORM SEWER

E. MAPLE STREET

E. MAIN STREET (S.R. 0422)

N . W

R S

6 E&S PLAN

STANDARD E&S PLAN NOTES (PER E&S MANUAL)

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF

THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND

GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER,

APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM

PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE

PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776

FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL

CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED

IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND

FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET.

STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE

260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING

MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY.

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

17. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN

DRAWINGS.

18. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES (12 INCHES ON COMPACTED SOILS) PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM OF 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL SLOPES SHALL HAVE A MINIMUM

OF 3 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC.

SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

21. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR

OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY

FILLS.

22. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED

INTO FILLS.

23. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

24. THE LOCAL CONSERVATION DISTRICT SHALL BE CONTACTED IF SEEPS OR SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION AND THEY SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE.

CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED

ACCORDING TO THE STANDARDS OF THIS PLAN.

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE

STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

27. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR

OTHER MOVEMENTS.

28. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION

DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT

FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE

REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS.

AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE

DONE ONLY DURING THE GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT

TO SCHEDULE A FINAL INSPECTION.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

33. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO

CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

34. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION

MATERIAL/WASTES.

35. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN

UNTIL SUCH RESTORATION IS COMPLETE.

36. CHANNELS HAVING RIPRAP, RENO MATTRESS, OR GABION LININGS MUST BE SUFFICIENTLY OVER-EXCAVATED SO THAT THE DESIGN DIMENSIONS WILL BE PROVIDED AFTER PLACEMENT OF THE PROTECTIVE LINING.

37. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE

SURFACE WATERS.

38. SEDIMENT BASINS SHALL BE PROTECTED FROM UNAUTHORIZED ACTS BY THIRD PARTIES.

39. ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE

IMMEDIATELY REPAIRED BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE MUNICIPALITY, LOCAL CONSERVATION DISTRICT, AND THE OWNER OF THE DAMAGED PROPERTY.

40. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO THE MUNICIPAL INSPECTOR, LOCAL CONSERVATION DISTRICT OR THE

DEPARTMENT.

41. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL

SHEETS.

42. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE

COMPACTED IN MAXIMUM 8” LAYERED LIFTS AT 95% DENSITY.

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

AutoCAD SHX Text 1000'

AutoCAD SHX Text 500'

AutoCAD SHX Text 2000'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text 100'

AutoCAD SHX Text Y

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

EX. 12" RCP TO BE REMOVED AS

REQUIRED FOR NEW INLET

INSTALLATION. CAP OR PLUG END

OF EX. PIPE WHERE ABANDONED.

EX. 12" RCP TO BE

ABANDONED IN PLACE

EX. 12" RCP TO BE REMOVED

AS REQUIRED FOR NEW

STORM SEWER INSTALLATION.

CAP OR PLUG END OF EX.

PIPE WHERE ABANDONED.

EX. INLET TO

BE REMOVED

EX. 12" RCP

TO BE REMOVED

EX. CONC. CHANNEL TO BE

REMOVED AS REQUIRED

FOR NEW STORM SEWER

INSTALLATION.

EX. SEWER LATERAL TO

BE ABANDONED IN PLACE

ONCE NEW LATERAL IS

CONNECTED

EX. SEWER LATERAL TO BE

REMOVED AS REQUIRED

FOR NEW STORM SEWER

INSTALLATION

EX. SATELLITE DISH TO BE

REMOVED AND DISPOSED OF BY

CONTRACTOR UNLESS

OTHERWISE DIRECTED BY

TOWNSHIP OR PROPERTY OWNER

EX. CONC. CURB TO BE

REMOVED AS REQUIRED

EX. 6" PVC

TO BE REMOVED

LIMIT OF CHANNEL

REMOVAL

G C

O N

S / D

O N

N . W

R S

O R

M S

W N

N . Z

S M

D , L

N O

N , P

C K

K .N

EXISTING CONDITIONS DEMOLITION PLAN

EXISTING FEATURES

LEGEND

SOIL DATA

SYMBOL NAME SLOPE HSG

CkA CLARKSBURG SILT LOAM 0-3% C

DfA DUFFIELD SILT LOAM 0-3% B

Me MELVIN VARIANT SILT LOAM - B/D

DEMOLITION FEATURES

AutoCAD SHX Text 34870-36697

AutoCAD SHX Text 34879-36700

AutoCAD SHX Text

AutoCAD SHX Text 36688

AutoCAD SHX Text 34889-36684

AutoCAD SHX Text

SIGN "STOP"

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text WVs

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text

SMH RIM:426.29 INV:417.28(W) INV:415.54(N) INV:415.45(E) INV:415.41(S)

AutoCAD SHX Text

SIGN "15 MPH"

AutoCAD SHX Text

CMH RIM:423.46

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SCO

AutoCAD SHX Text

CB TG:421.66 INV:419.96(6"PVC) INV:420.36(12"RCP) SUMP:419.06

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SIGN "STREET"

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

SIGN "35 MPH"

AutoCAD SHX Text

SCO/ VENT

AutoCAD SHX Text

CB TG:421.15 INV:418.85(W)

AutoCAD SHX Text

CB TG:420.62 INV:418.25(E) INV:417.67(W)

AutoCAD SHX Text 14"x22"RCP

AutoCAD SHX Text

SIGN "STOP"

AutoCAD SHX Text

SIGN "TENTS & EVENTS"

AutoCAD SHX Text

CB TG:421.17 INV:418.72 SUMP:417.82

AutoCAD SHX Text

CB TG:421.41 SUMP:416.25

AutoCAD SHX Text

SIGN "NO U-TURN"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 36"x48" CONC. CHANNEL

AutoCAD SHX Text 27"x42" STONE CHANNEL

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

SIGN "422W"

AutoCAD SHX Text

SAT. DISH

AutoCAD SHX Text

APPROX. LOCATION NOT FIELD VERIFIED

AutoCAD SHX Text

AutoCAD SHX Text WVs

AutoCAD SHX Text

SMH RIM:422.04 INV:413.20

AutoCAD SHX Text

SMH RIM:422.09

AutoCAD SHX Text

SCO

AutoCAD SHX Text

SMH RIM:422.70 INV:414.15

AutoCAD SHX Text

N. WEABER ST.

AutoCAD SHX Text

E. MAPLE ST.

AutoCAD SHX Text 34868-36681

AutoCAD SHX Text

E. MAIN ST. (SR-0422)

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

CONCRETE BARRIER

AutoCAD SHX Text

BM2

AutoCAD SHX Text

AutoCAD SHX Text 422.06

AutoCAD SHX Text 422.11

AutoCAD SHX Text 423.62

AutoCAD SHX Text 423.72

AutoCAD SHX Text 423.63

AutoCAD SHX Text

36'±CARTWAY

AutoCAD SHX Text

31'±CARTWAY

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 421.38

AutoCAD SHX Text

AutoCAD SHX Text 34884-36675

AutoCAD SHX Text

3.7' TO TOP OF LATERAL

AutoCAD SHX Text

6.0' TO TOP OF CONDUIT

AutoCAD SHX Text

APPROX. INV. = 417.28'

AutoCAD SHX Text

APPROX. INV = 416.77'

AutoCAD SHX Text

APPROXIMATE LOCATION OF TRANSITION PER PREVIOUS TOWNSHIP INVESTIGATION

AutoCAD SHX Text

EXACT LOCATION OF EX. 12" PIPE UNKNOWN

AutoCAD SHX Text

EXACT LOCATION OF TRANSITION UNKNOWN

AutoCAD SHX Text DfA CkA

AutoCAD SHX Text Me CkA

AutoCAD SHX Text Me DfA

AutoCAD SHX Text

LEBANON ALLEY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text 34870-36697

AutoCAD SHX Text 34879-36700

AutoCAD SHX Text

AutoCAD SHX Text 36688

AutoCAD SHX Text 34889-36684

AutoCAD SHX Text

SIGN "STOP"

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text WVs

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text

SMH RIM:426.29 INV:417.28(W) INV:415.54(N) INV:415.45(E) INV:415.41(S)

AutoCAD SHX Text

SIGN "15 MPH"

AutoCAD SHX Text

CMH RIM:423.46

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SCO

AutoCAD SHX Text

CB TG:421.66 INV:419.96(6"PVC) INV:420.36(12"RCP) SUMP:419.06

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SIGN "STREET"

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

SIGN "35 MPH"

AutoCAD SHX Text

SCO/ VENT

AutoCAD SHX Text

CB TG:421.15 INV:418.85(W)

AutoCAD SHX Text

CB TG:420.62 INV:418.25(E) INV:417.67(W)

AutoCAD SHX Text 14"x22"RCP

AutoCAD SHX Text

SIGN "STOP"

AutoCAD SHX Text

SIGN "TENTS & EVENTS"

AutoCAD SHX Text

CB TG:421.17 INV:418.72 SUMP:417.82

AutoCAD SHX Text

CB TG:421.41 SUMP:416.25

AutoCAD SHX Text

SIGN "NO U-TURN"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 36"x48" CONC. CHANNEL

AutoCAD SHX Text 27"x42" STONE CHANNEL

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

SIGN "422W"

AutoCAD SHX Text

SAT. DISH

AutoCAD SHX Text

APPROX. LOCATION NOT FIELD VERIFIED

AutoCAD SHX Text

AutoCAD SHX Text WVs

AutoCAD SHX Text

SMH RIM:422.04 INV:413.20

AutoCAD SHX Text

SMH RIM:422.09

AutoCAD SHX Text

SCO

AutoCAD SHX Text

SMH RIM:422.70 INV:414.15

AutoCAD SHX Text

N. WEABER ST.

AutoCAD SHX Text

E. MAPLE ST.

AutoCAD SHX Text 34868-36681

AutoCAD SHX Text

E. MAIN ST. (SR-0422)

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

CONCRETE BARRIER

AutoCAD SHX Text

BM2

AutoCAD SHX Text

36'±CARTWAY

AutoCAD SHX Text

31'±CARTWAY

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 34884-36675

AutoCAD SHX Text

3.7' TO TOP OF LATERAL

AutoCAD SHX Text

6.0' TO TOP OF CONDUIT

AutoCAD SHX Text

APPROX. INV. = 417.28'

AutoCAD SHX Text

APPROX. INV = 416.77'

AutoCAD SHX Text

APPROXIMATE LOCATION OF TRANSITION PER PREVIOUS TOWNSHIP INVESTIGATION

AutoCAD SHX Text

EXACT LOCATION OF EX. 12" PIPE UNKNOWN

AutoCAD SHX Text

EXACT LOCATION OF TRANSITION UNKNOWN

AutoCAD SHX Text DfA CkA

AutoCAD SHX Text Me CkA

AutoCAD SHX Text Me DfA

AutoCAD SHX Text

LEBANON ALLEY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FIELD CREW:

AutoCAD SHX Text

BASE MAP:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT #

AutoCAD SHX Text County, Pennsylvania

AutoCAD SHX Text located in

AutoCAD SHX Text

SS/TB

AutoCAD SHX Text

EJG

AutoCAD SHX Text

EJG

AutoCAD SHX Text

SMR

AutoCAD SHX Text 6/16/2026

AutoCAD SHX Text 029-24-005

AutoCAD SHX Text

AutoCAD SHX Text Annville Township

AutoCAD SHX Text Lebanon

AutoCAD SHX Text For

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

INLET

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT AND CURB LINE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

MAJOR

AutoCAD SHX Text

MINOR

AutoCAD SHX Text

SOIL TYPE

AutoCAD SHX Text

SOIL TYPE

AutoCAD SHX Text

EXISTING ADJOINER LINE

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING SEWER

AutoCAD SHX Text

EXISTING STORMWATER

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

EXISTING GASLINE

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING SOILS

AutoCAD SHX Text

EXISTING UTLITY POLE

AutoCAD SHX Text

EXISTING OVERHEAD WIRE

AutoCAD SHX Text

EXISTING COMMUNICATIONS LINE

DEMOLITION FEATURES (TO BE REMOVED OR RELOCATED)

I-1

INLET TYPE M

TOP = 422.40'

INV IN (36") = 417.75'

INV IN (12") = 419.15'

INV IN (6") = 419.75'

INV OUT (36") = 417.65'

I-5

2'X2' TYPE M

TOP = 421.66'

INV OUT (12") = 419.25'

I-2

INLET TYPE M

TOP = 423.20'

INV IN (36") = 418.50'

INV OUT (36") = 418.40'

I-3

INLET TYPE M

TOP = 425.50'

INV IN (36") = 419.75'

INV OUT (36") = 419.65'

I-4

INLET TYPE M

TOP = 425.70'

INV IN (ESTIMATED) = 420.00' (27"X42")

INV OUT (36") = 419.90'

TRAFFIC RATED

CLEANOUT

WITH 45° BEND

CO-3 (TRAFFIC RATED)

RIM = 423.33'

INV OUT = 419.33'

CO-2 (TRAFFIC RATED)

RIM = 423.18'

INV IN = 417.00'

INV OUT = 417.00'

CO-1

RIM = 423.30'

INV IN = 414.85'

INV OUT = 414.75'

CONNECT TO

EX. LATERAL

6" PVC

CONNECT TO EX.

CONC. CHANNEL

CONNECT TO

EX. SEWER MAIN

I-4 TO EX. CHANNEL

PROFILE

E G

E G E G

E G

E G E G

E G

1.2'

I-4 (I

.7 0'

M A

0' (2

7" X

O U

I-3 (I

.5 0'

.7 5'

(3 6"

V O

U T

I-2 (I

.2 0'

.5 0'

(3 6"

V O

U T

I-1 (I

.4 0'

.7 5'

(3 6"

5' (1

.7 5'

O U

(I-3 TO I-2)

178' OF 36" SLCPP

@ 0.65%

(I-4 TO I-3)

19' OF 36" SLCPP

@ 0.80%

(I-2 TO I-1)

77' OF 36" SLCPP

@ 0.84%

(I-1 TO EX. CHANNEL)

108' OF 36" SLCPP

@ 0.82%

PR. 6 inch PVC SAN.

SEWER CROSSING

INV. 416.38

1.2'

CONNECT TO EX. CHANNEL

ESTIMATED INV. = 420.00'

EXISTING INVERT AND CHANNEL DIMENSIONS SHOULD BE

VERIFIED PRIOR TO ORDERING STRUCTURE.

PROVIDE NON-SHRINK GROUT AROUND ALL SIDES OF

CONNECTION BETWEEN INLET BOX AND EX. CHANNEL.

NOTE: SLCPP SHALL BE SMOOTH-LINED HDPE

PIPE WITH WATERTIGHT JOINTS

CAST-IN-PLACE CONCRETE COLLAR

DOWELED INTO EX. CHANNEL.

PROVIDE NON-SHRINK GROUT

AROUND ALL SIDES OF CONNECTION

BETWEEN COLLAR AND EX. CHANNEL.

CONNECT TO EX. CONC. CHANNEL

APPROX. INV. = 416.77'

PROVIDE CONCRETE ENCASEMENT AROUND

SEWER LATERAL IF CONSTRUCTED VERTICAL

CLEARANCE IS LESS THAN 1'-0". ENCASEMENT

SHALL BE 5' ON EITHER SIDE OF THE CROSSING,

CLASS A CONCRETE, 6" ALL AROUND THE PIPE.

SEWER LATERAL

PROFILE

E G

24' OF 6 inch PVC SDR-35 @ 8.79%

26' OF 6 inch PVC SDR-35 @ 1.50%

10' OF 6 inch PVC SDR-35 @ 24.40%

C O

-1 R

.3 0'

.8 5'

O U

C O

-2 R

.1 8'

.0 0'

O U

'C O

-3 R

.3 3'

O U

PR. 36" SLCPP

STORM CROSSING

INV. 418.22

CONNECT TO EX. SEWER LATERAL

CONTRACTOR TO VERIFY LOCATION

AND ELEVATION PRIOR TO STARTING

LATERAL CONSTRUCTION

CONNECT TO EX. SEWER

MAIN WITH INSERTA-TEE

OR APPROVED EQUAL

I-5 TO I-1

PROFILE

E G

I-5 (2

'X 2'

E M

.6 6'

O U

I-1 (I

.4 0'

.7 5'

(3 6"

5' (1

.7 5'

O U

(I-5 TO I-1)

16' OF 12" SLCPP

@ 0.61%

N . W

R S

O R

M S

W N

N . Z

S M

D , L

N O

N , P

C K

K .N

PROPOSED IMPROVEMENTS

PROPOSED FEATURES

PR. CLEANOUT

INLET ID

I-1 I-2 I-3 I-4 I-5

INLET BOX

STANDARD

TYPE 4

2'X2'

INLET TOP

TYPE 'M'

STORM STRUCTURE SUMMARY

NOTE: ALL INLET TOPS SHALL

UTILIZE A STRUCTURAL STEEL OR

CAST IRON BICYCLE SAFE GRATE

AutoCAD SHX Text 34870-36697

AutoCAD SHX Text 34879-36700

AutoCAD SHX Text

AutoCAD SHX Text 36688

AutoCAD SHX Text 34889-36684

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text WVs

AutoCAD SHX Text

SCO/VENT

AutoCAD SHX Text

SMH RIM:426.29 INV:417.28(W) INV:415.54(N) INV:415.45(E) INV:415.41(S)

AutoCAD SHX Text

CMH RIM:423.46

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SCO

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SCO/ VENT

AutoCAD SHX Text

CB TG:421.15 INV:418.85(W)

AutoCAD SHX Text

CB TG:420.62 INV:418.25(E) INV:417.67(W)

AutoCAD SHX Text 14"x22"RCP

AutoCAD SHX Text

CB TG:421.17 INV:418.72 SUMP:417.82

AutoCAD SHX Text

CB TG:421.41 SUMP:416.25

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 27"x42" STONE CHANNEL

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

APPROX. LOCATION NOT FIELD VERIFIED

AutoCAD SHX Text

AutoCAD SHX Text WVs

AutoCAD SHX Text

SMH RIM:422.04 INV:413.20

AutoCAD SHX Text

SMH RIM:422.09

AutoCAD SHX Text

SCO

AutoCAD SHX Text

SMH RIM:422.70 INV:414.15

AutoCAD SHX Text

N. WEABER ST.

AutoCAD SHX Text

E. MAPLE ST.

AutoCAD SHX Text 34868-36681

AutoCAD SHX Text

E. MAIN ST. (SR-0422)

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

MACADAM

AutoCAD SHX Text

CONCRETE BARRIER

AutoCAD SHX Text

BM2

AutoCAD SHX Text

36'±CARTWAY

AutoCAD SHX Text

31'±CARTWAY

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 34884-36675

AutoCAD SHX Text

6.0' TO TOP OF CONDUIT

AutoCAD SHX Text DfA CkA

AutoCAD SHX Text Me CkA

AutoCAD SHX Text Me DfA

AutoCAD SHX Text

LEBANON ALLEY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

EDGE OF PAVE

AutoCAD SHX Text

TOP OF EX. VERIZON CONDUIT APPROX. 6.0' BELOW EXISTING GRADE

AutoCAD SHX Text

TOP OF SANITARY LATERAL APPROX. 3.7' BELOW EXISTING GRADE (TO BE RE-LOCATED)

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

EX. FIELD STONE CHANNEL ASSUMED AT 1.0% SLOPE

AutoCAD SHX Text

MAPLE ST. R-O-W

AutoCAD SHX Text

LEBANON ALLEY R-O-W

AutoCAD SHX Text

LEBANON ALLEY R-O-W

AutoCAD SHX Text

SR-0422 R-O-W

AutoCAD SHX Text APPROX. LOCATION OF EX. WATER MAIN. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO STARTING SEWER LATERAL CONSTRUCTION

AutoCAD SHX Text APPROX. LOCATION OF EX. VERIZON CONDUIT. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO STARTING SEWER LATERAL CONSTRUCTION

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

WEABER STREET R-O-W

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FIELD CREW:

AutoCAD SHX Text

BASE MAP:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT #

AutoCAD SHX Text County, Pennsylvania

AutoCAD SHX Text located in

AutoCAD SHX Text

SS/TB

AutoCAD SHX Text

EJG

AutoCAD SHX Text

EJG

AutoCAD SHX Text

SMR

AutoCAD SHX Text 6/16/2026

AutoCAD SHX Text 029-24-005

AutoCAD SHX Text

AutoCAD SHX Text Annville Township

AutoCAD SHX Text Lebanon

AutoCAD SHX Text For

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

PROPOSED STORMWATER

AutoCAD SHX Text

INLET

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text C

AutoCAD SHX Text

PR. SANITARY SEWER LATERAL

AutoCAD SHX Text 0'

AutoCAD SHX Text 1 inch = 3 ft.

AutoCAD SHX Text

VERTICAL SCALE

AutoCAD SHX Text 0'

AutoCAD SHX Text 1 inch = 30 ft.

AutoCAD SHX Text

HORIZONTAL SCALE

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 6'

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 3'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1 inch = 3 ft.

AutoCAD SHX Text

VERTICAL SCALE

AutoCAD SHX Text 0'

AutoCAD SHX Text 1 inch = 30 ft.

AutoCAD SHX Text

HORIZONTAL SCALE

AutoCAD SHX Text 3'

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 6'

AutoCAD SHX Text 30'

AutoCAD SHX Text 15'

60'

20'

N . W

R S

O R

M S

W N

N . Z

S M

D , L

N O

N , P

C K

K .N

PERMANENT EASEMENT PLAN

PROPOSED EASEMENTS

TEMPORARY EASEMENT PLAN

PROPOSED EASEMENTS

AutoCAD SHX Text

N. WEABER ST.

AutoCAD SHX Text

E. MAPLE ST.

AutoCAD SHX Text

E. MAIN ST. (SR-0422)

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

AutoCAD SHX Text

BM2

AutoCAD SHX Text

LEBANON ALLEY

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

N. WEABER ST.

AutoCAD SHX Text

E. MAPLE ST.

AutoCAD SHX Text

E. MAIN ST. (SR-0422)

AutoCAD SHX Text

WILLIAM F. BENNETT JR UPI:18-2317502-366997 DEED:2337-7002

AutoCAD SHX Text

JACOB S. & VANESSA D. MARINKOV UPI:18-2317297-366903 DEED:363-576

AutoCAD SHX Text

GLEN & CORINNE WAGNER UPI:18-2317323-366740 DEED:358-47

AutoCAD SHX Text

NIMO REAL ESTATE, LLC UPI:18-2317614-366772 DEED:2344-187

AutoCAD SHX Text

BM2

AutoCAD SHX Text

LEBANON ALLEY

AutoCAD SHX Text

DYL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FIELD CREW:

AutoCAD SHX Text

BASE MAP:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT #

AutoCAD SHX Text County, Pennsylvania

AutoCAD SHX Text located in

AutoCAD SHX Text

SS/TB

AutoCAD SHX Text

EJG

AutoCAD SHX Text

EJG

AutoCAD SHX Text

SMR

AutoCAD SHX Text 6/16/2026

AutoCAD SHX Text 029-24-005

AutoCAD SHX Text

AutoCAD SHX Text Annville Township

AutoCAD SHX Text Lebanon

AutoCAD SHX Text For

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

PERMANENT DRAINAGE EASEMENT

AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text

MAGNETIC

TEMPORARY CONSTRUCTION EASEMENT

N . W

R S

O R

M S

W N

N . Z

S M

D , L

N O

N , P

C K

K .N

1 2"

47 3 4"

1 2"

STRUCTURAL STEEL GRATE-BICYCLE SAFE

NOTES:

1. GRATES SHOWN FIT 24"X45 1/4" PRECAST TOP UNITS AND TYPES M & C STRUCTURAL

STEEL FRAMES.

2. ALL GRATES SHALL CONFORM TO PENNDOT PUB. 72, RC-45M.

3. GRATES FOR 24"X72" PRECAST TOP UNITS AND STRUCTURAL STEEL FRAMES ARE ALSO

AVAILABLE.

4. ALL GRATES SHALL SAFELY WITHSTAND HS-25 HIGHWAY LOADING.

5. STEEL SHALL CONFORM TO ASTM A36; WELDING SHALL BE DONE BY CERTIFIED WELDERS;

GRATES SHALL RECEIVE (1) SHOP COAT OF BLACK ASPHALT PAINT.

LAWN RESTORATION DETAIL

6" DEPTH TOPSOIL MINIMUM. APPLY SEED

IN ACCORDANCE WITH TABLE ON SHEET 6.

SEE PIPE BEDDING AND

BACKFILL DETAIL

EXISTING GROUND

NOTES:

1. MATERIALS AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTION 630, FOR PLAIN

CEMENT CONCRETE CURB AND DEPRESSED CURB.

2. SPACE EXPANSION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

3. PLACE 3/4-INCH PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT

MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF CURB.

4. SEE RC-50M FOR PLAIN CEMENT CONCRETE CURB SLOPED TOP TREATMENT AT END OF STRUCTURES.

5. SEAL ALL EDGES ALONG PAVEMENT WITH PG 64S-22.

6. ENTIRE CURB FRONT AND REAR FACES SHALL BE FORMED.

7. PROVIDE 1/4" PER FOOT TRANSITION TO ADJACENT CURB HEIGHT WHERE REQUIRED.

CONCRETE CURB DETAIL

EXPANSION JOINT

1/4" RADIUS

EXPANSION JOINT

SPACING 20'-0"

MAX TO 4'-0" MIN

PENNDOT CLASS A CEMENT

CONCRETE WITH A MINIMUM

COMPRESSIVE STRENGTH OF

3,000 PSI AFTER 28 DAYS

3/4" RADIUS

PAVEMENT

SURFACE

TYPICAL CROSS-SECTION

PENNDOT APPROVED

2A OR 2B STONE,

WELL TAMPED. 5"

STANDARD INLET BOX

NOTES:

1. ALL INLET BOXES SHALL BE PRECAST CONCRETE.

2. ALL INLETS OVER FOUR (4) FEET IN DEPTH SHALL BE PROVIDED WITH STEPS FOR

ACCESSIBILITY.

3. ALL DRAINAGE STRUCTURES SHALL HAVE POURED-IN-PLACE CONCRETE CHANNEL BOTTOM,

UNLESS OTHERWISE NOTED.

4. ALL STORMWATER INLET BOXES SHALL CONFORM TO CURRENT PENNDOT PUB. 72, RC-46M

STANDARDS. CONTRACTOR SHALL VERIFY INLET BOX SIZING BASED ON PIPE SIZES AND

ALIGNMENT PRIOR TO ORDERING PRECAST STRUCTURES.

SECTION A-A

GROUT BOTTOM FOR

POSITIVE DRAINAGE

GROUT FULL DEPTH OF

WALL THICKNESS

PRIOR TO BACKFILLING

6" MIN.

TYP.

6" MIN.

TYP.

3' - 9 14"

PLAN

2' -0

"NOTES:

1. ALL INLET TOPS SHALL BE PRECAST CONCRETE.

2. CONCRETE TOP UNITS WHICH SEAT THE GRATE

DIRECTLY WITHIN THE UNIT SHALL UTILIZE 1-1/4" X

1-1/4" ANGLES EMBEDDED IN THE CONCRETE AS A

BEARING AREA FOR THE GRATE.

3. THIS STANDARD DEPICTS THE SHAPE AND

DIMENSIONS REQUIRED FOR UNIFORMITY AND

COMPATIBILITY. IT IS NOT INTENDED TO SHOW THE

DETAILS REQUIRED FOR MANUFACTURING AND

HANDLING. ONLY THOSE ITEMS WHICH ARE SUPPLIED

BY AN APPROVED MANUFACTURER AS LISTED IN PA

BULLETIN NO. 15 WILL BE PERMITTED.

4. THE SELECTION OF COMPONENTS TO ACHIEVE A

SPECIFIED INLET TYPE IS THE CONTRACTOR'S

RESPONSIBILITY.

5. PIPES SHALL BE LOCATED AS REQUIRED.

6. GRADE ADJUSTMENT RINGS MAY BE OF MASONRY OR

PRECAST CONCRETE CONSTRUCTION, AS APPROVED.

7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

PENNDOT PUB. 408, SECTION 605 & PUB. 72, RC-45M.

8. CONCRETE INLET TOP UNITS ARE TO BE PROVIDED

WITH A FIVE-INCH BY TWENTY-FOUR-INCH CAST IRON

“DUMP NO WASTE–DRAINS TO WATERWAYS” (WITH

½-INCH RAISED LETTERING) PLATE WITH TROUT LOGO

AS MANUFACTURED BY E. JORDAN IRON WORKS OR

APPROVED EQUAL. BOTTOM OF COVERS ARE TO BE

CLEARLY MARKED WITH GRADE OF IRON (ASTM A48,

CLASS 3513), PRODUCT NUMBER AND DATE OF

MANUFACTURE.

PENNDOT STORMWATER INLET TOPS…

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 Jun 23, 2026.