7-Appendix A.pdf

PDF 2 MB Posted Jul 2, 2026

Attached to: Main Street (SR 1051) Storm Sewer Improvements Project
Solicitation number: Not on record
Issued by: Lancaster County, Pennsylvania

About this file

Written by GovTribe AI · Jul 9, 2026

This document is an AutoCAD design drawing prepared by Great Valley Consultants for the Main Street (SR 1051) Storm Sewer Improvements Project in Denver Borough, Lancaster County, Pennsylvania. The project encompasses storm sewer construction, curb restoration, pavement restoration, catch basin installation, pavement marking replacement, traffic control, mobilization, and bonds along a 228-foot section of State Route 1051, classified as a suburban major collector with a 25 mph speed limit and current average daily traffic of 8,346 vehicles. The project is a federal-aid initiative subject to inspection by the Federal Highway Administration and Pennsylvania Department of Transportation. A non-mandatory pre-bid meeting is scheduled for July 13, 2026, at 10:00 a.m. at the Borough Building located at 501 Main Street, Denver, PA 17517, with sealed proposals due on July 22, 2026, at 10:00 a.m. via PennBid (www.pennbid.net). A roadway detour for railroad grade crossing and storm pipe improvements is scheduled to commence July 7, 2025, and remain in effect for 10 consecutive days. The project work zone traffic control shall follow PennDOT Publication 213, Figures PATA 106, 109-A, and 110-Q.

All work must comply with PennDOT standards, publications, and the Manual on Uniform Traffic Control Devices (MUTCD), with material certifications required from manufacturers listed in PennDOT Publication 35, Bulletin 15. Bidders must be PennDOT prequalified per Publication 408, Section 102.1, and wages for all work must comply with Pennsylvania's Minimum Prevailing Wage Act as determined by the Pennsylvania Department of Labor and Industry. A ten percent bid security in the form of a certified or bank check or bid bond must accompany each sealed proposal. Contractors are required to contact the PA One Call System at 1-800-242-1776 (Serial No. 20232920799) three working days prior to excavation, establish a 24-hour traffic protection contact person, and maintain all authorized signs and pavement markings. The Borough of Denver reserves the right to reject any and all bids or portions thereof and to waive any informalities or irregularities in any bid submission.

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Other files

File	Type	Posted
8-Specifications.pdf	PDF	Jul 2, 2026
4-Non-Collusion Affidavit.pdf	PDF	Jul 2, 2026
3-MS 944.pdf	PDF	Jul 2, 2026
5-Subcontractors List.pdf	PDF	Jul 2, 2026
2-Appendix D.pdf	PDF	Jul 2, 2026
1-Appendix B.pdf	PDF	Jul 2, 2026
6-Appendix C.pdf	PDF	Jul 2, 2026
9-Form of Bid Bond.pdf	PDF	Jul 2, 2026

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%%U SR 1051 DESIGN DESIGNATION

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DRAWINGS

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STORM SEWER IMPROVEMENTS

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FOR

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DISTRICT

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COUNTY

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BOROUGH

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ROUTE

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SECTION

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TOTAL SHEETS

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DENVER BOROUGH

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LANCASTER

AutoCAD SHX Text P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

AutoCAD SHX Text 3030-006-D-001

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DENVER

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DATE

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WYOMISSING, PA 19610

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75 COMMERCE DRIVE

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GREAT VALLEY CONSULTANTS

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PREPARED BY

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AutoCAD SHX Text ROADWAY TYPOLOGY HIGHWAY CLASSIFICATION DESIGN SPEED PAVEMENT WIDTH SHOULDER WIDTH CURRENT A.D.T.

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- SUBURBAN - MAJOR COLLECTOR - 25 MPH - 33'-51' - NONE - 8,3468,346

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EXISTING CONDITIONS PLAN

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SHEET INDEX

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SHEET

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DESCRIPTION

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TITLE SHEET & SHEET INDEX

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SR 1051 (MAIN STREET)

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NOTES, LOCATION MAP, SIGN TABULATION, & DETAILS

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PROPOSED IMPROVEMENTS PLAN

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DISTRICT EXECUTIVE

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DATE:

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RECOMMENDED

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BOROUGH

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APPROVED

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FROM SEG.

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OFFSET

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TO SEG.

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OFFSET

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LENGTH

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FT.

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MI.

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IN LANCASTER COUNTYLANCASTER COUNTY COUNTY

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EPS HOP APPLICATION NUMBER 342612 - SUPPLEMENT 03

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PROPOSED PAVEMENT RESTORATION PLAN

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PROPOSED STORM SEWER PROFILE

4/15/26

P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

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REVISION

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NUMBER

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REVISIONS

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LANCASTER

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DENVER BOROUGH

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AutoCAD SHX Text GENERAL NOTES 1. THIS IS A FEDERAL-AID PROJECT AND AS SUCH IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE FEDERAL THIS IS A FEDERAL-AID PROJECT AND AS SUCH IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE FEDERAL HIGHWAY ADMINISTRATION AND THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION. 2. DETAILS OTHER THAN THOSE INDICATED HEREIN, ARE SHOWN ON THE FOLLOWING STANDARD PENNDOT DRAWINGS: DETAILS OTHER THAN THOSE INDICATED HEREIN, ARE SHOWN ON THE FOLLOWING STANDARD PENNDOT DRAWINGS: RC-30M FEBRUARY 27, 2023 RC-39M NOVEMBER 30, 2021 RC-45M FEBRUARY 19, 2021 RC-46M FEBRUARY 19, 2021 RC-64M FEBRUARY 19, 2021 RC-67M FEBRUARY 19, 2021 RC-72M FEBRUARY 8, 2019 TC-8600 JUNE 13, 2013 TC-8702B JUNE 13, 2013 TC-8702E JUNE 13, 2013 3. THE LEGAL RIGHT-OF-WAY INFORMATION FOR S.R. 1051 (MAIN STREET) WAS TAKEN FROM BOROUGH OF DENVER THE LEGAL RIGHT-OF-WAY INFORMATION FOR S.R. 1051 (MAIN STREET) WAS TAKEN FROM BOROUGH OF DENVER TOPOGRAPHIC PLANS DATED 1926 AND PENNDOT IMPROVEMENTS PLANS DATED MAY 1997, AND DRAWINGS OBTAINED FROM PENNDOT DISTRICT 8-0 ARCHIVE DEPARTMENT. 4. THE EXISTING SPEED LIMIT ON SR 1051 IS 25 MPH WITHIN THE LIMITS OF WORK. THE EXISTING SPEED LIMIT ON SR 1051 IS 25 MPH WITHIN THE LIMITS OF WORK. 5. THIS PROJECT IS SUBJECT TO INSPECTION BY THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION. THIS PROJECT IS SUBJECT TO INSPECTION BY THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION. 6. STAKE OR MARK SIGN LOCATIONS OR LOCATE SIGNS ON CONSTRUCTION DRAWINGS BEFORE REMOVING ANY SIGNS. STAKE OR MARK SIGN LOCATIONS OR LOCATE SIGNS ON CONSTRUCTION DRAWINGS BEFORE REMOVING ANY SIGNS. REINSTALL EXISTING WARNING SIGNS AT APPROPRIATE LOCATIONS WITHIN 4 HOURS AS HEREIN NOTED, REINSTALL EXISTING REGULATORY, GUIDE, AND DIRECTIONAL SIGNS AT APPROPRIATE LOCATIONS WITHIN 24 HOURS OF THEIR REMOVAL. 7. CONTRACTOR SHALL ESTABLISH A NAME AND PHONE NUMBER FOR THE PERSON RESPONSIBLE FOR TRAFFIC PROTECTION CONTRACTOR SHALL ESTABLISH A NAME AND PHONE NUMBER FOR THE PERSON RESPONSIBLE FOR TRAFFIC PROTECTION 24 HOURS A DAY, SEVEN DAYS A WEEK. 8. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST ALL EXISTING INLETS, VALVES, JUNCTION BOXES, MANHOLES, OR IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST ALL EXISTING INLETS, VALVES, JUNCTION BOXES, MANHOLES, OR OTHER SIMILAR FACILITIES TO THE PROPOSED GRADE UNLESS OTHERWISE NOTED. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION. 11. STRUCTURAL STEEL BICYCLE-SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF STRUCTURAL STEEL BICYCLE-SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC. 12. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS. 13. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 14. ALL WORK TO BE BUILT IN ACCORDANCE WITH DEPARTMENT STANDARDS INCLUDING THE FOLLOWING: PENNDOT ALL WORK TO BE BUILT IN ACCORDANCE WITH DEPARTMENT STANDARDS INCLUDING THE FOLLOWING: PENNDOT PUBLICATIONS 72M, 213 (67 PA CODE, CHAPTER 212), 236, 282, AND 408, PENNSYLVANIA CODE TITLE 67 (CHAPTERS 441 & 459), AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT ADOPTED VERSION. 15. MATERIAL CERTIFICATIONS MUST BE PROVIDED BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S MATERIAL CERTIFICATIONS MUST BE PROVIDED BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35, BULLETIN 15, FOR ALL MATERIALS AND STRUCTURES WITHIN THE PENNDOT RIGHT-OF-WAY. 16. DOWNSTREAM STORM SEWER PIPES ARE TO BE CLEANED BY BOROUGH TO KEEP FUNCTIONING. DOWNSTREAM STORM SEWER PIPES ARE TO BE CLEANED BY BOROUGH TO KEEP FUNCTIONING. 17. DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE MAIL BOX. DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE MAIL BOX. 18. THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 800-242-1776, SERIAL NO. 20232920799. 19. HORIZONTAL DATUM IS TIED TO THE NAD 83 PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (COR596) SOUTH ZONE. HORIZONTAL DATUM IS TIED TO THE NAD 83 PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (COR596) SOUTH ZONE. MAINTENANCE AND PROTECTION OF TRAFFIC: 1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. THE FOLLOWING WORK ZONE TRAFFIC CONTROL, PENNDOT PUBLICATION 213, FIGURES ARE TO BE USED FOR THIS THE FOLLOWING WORK ZONE TRAFFIC CONTROL, PENNDOT PUBLICATION 213, FIGURES ARE TO BE USED FOR THIS PROJECT: PATA 106, 109-A, AND 110-Q. 3. ROADWAY DETOUR FOR RAILROAD GRADE CROSSING AND STORM PIPE IMPROVEMENTS TO START JULY 7, 2025 AND WILL ROADWAY DETOUR FOR RAILROAD GRADE CROSSING AND STORM PIPE IMPROVEMENTS TO START JULY 7, 2025 AND WILL BE IN EFFECT 10 CONSECUTIVE DAYS.

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%%ULOCATION MAP

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SCALE: 1" = 200'

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LIMIT OF WORK SEG. 0160 OFF. 1123

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PROJECT AREA

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SR 1051

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OWNER

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ADDRESS

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RESPONSE

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PENCOR SERVICES/BLUE RIDGE COMMUNICATIONS

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CLEAR

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UGI UTILITIES, INC.

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225 MORGANTOWN ROAD, READING, PA 19611

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CONFLICT

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PA ONE CALL SERIAL NUMBER FOR THIS PROJECT: 20232920799

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PA ONE CALL, PHONE 800-242-1776

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CLEAR

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TELEPHONE

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DENVER BOROUGH

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PPL ELECTRIC UTILITIES CORPORATION

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ENGINEERING COMPLETED

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PENNSYLVANIA ACT 121

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ANYWHERE

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(2008) REQUIRES NOTIFICATION OF EXCAVATORS,

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

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SURFACE

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IN THE COMMONWEALTH.

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%%UNOTES:

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1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE PENNSYLVANIA ACT

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121, AND TO CONTACT THE "ONE-CALL SYSTEM" 3 WORKING DAYS PRIOR TO CONSTRUCTION

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(UNLESS OTHERWISE INDICATED). PA ONE-CALL NUMBER: 1-800-242-1776

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2. ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND MUST BE

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VERIFIED WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION OR

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OPERATION BEING UNDERTAKEN ON THIS SITE.

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3. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM TO ANY AND

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ALL LOCAL, STATE, DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.

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LIMIT OF WORK SEG. 0170 OFF. 0037

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FIELD MARKED

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WINDSTREAM

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437 BLUE CHURCH ROAD, PAXINOS, PA 17860

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475 DELAWARE AVENUE, PALMERTON, PA 18071

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501 MAIN STREET, DENVER, PA 17517

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1450 CENTER POINT ROAD, HIAWATHA, IA 52233

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CONTACT

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ZACK KNOLL

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RUSTY KNAUB

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DOUG HAUPT

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BRADLEY HAHN

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KURT ZIELASKOWSKI

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SIGN TABULATION

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PLAN SYMBOL

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OWNER (M=MUNICIPAL) (P=PENNDOT)

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SIGN TYPE/NOMENCLATURE

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SIGN TYPE/ DESCRIPTION

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SEGMENT

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OFFSET

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WIDTH

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HEIGHT

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ASCENDING / DESCENDING / INTERSECTION

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LEFT / RIGHT / OVERHEAD

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SR 1051 SEG. 160

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SR 1051 SEG. 160

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PEDESTRIAN

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PEDESTRIAN

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MAIN ST

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N 3RD ST

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MOBILITY HUB TRANSIT STOP

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SPEED LIMIT 25

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SR 1051 SEG. 170

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RAILROAD ST

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PUBLIC PARKING

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HORIZONTAL RIGHT ONE-WAY

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2'-0" MIN.

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PLAIN CEMENT CONCRETE CURB INCLUDING REMOVAL OF EXISTING CURB

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SUBBASE NO. 2A

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SAWCUT

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EXISTING SUBBASE UNKNOWN

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EXISTING 4" BASE COURSE

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EX. 2" WEARING COURSE

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USE APPROPRIATE SIDE CONDITION

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SUBBASE NO. 2A (6" MINIMUM DEPTH) (MATCH EXISTING DEPTH OR BOTTOM OF CURB MIN.)

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PUBLIC UTILITIES

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RIGHT SEG. 160 OFF. 1227 TO SEG. 160 OFF. 1274

MAIN STREET (SR 1051)

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N. 3RD STREET

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RAILROAD STREET

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RAILROAD RAILS

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PPL 45057- S33126 W/UG.

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PPL 45047- S33134

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UTILITY POLE

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WALL

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18" OAK

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DWS

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EDGE PAVEMENT

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EDGE PAVEMENT

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DY/4"

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DY/4"

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DY/4"

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W/4" (TYP.)

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APPROX. BOROUGH RIGHT-OF-WAY

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WINDSTREAM (APPROX. LOC.)

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LIMIT OF WORK SEG. 0160 OFF. 1123 SR 1051

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SWALE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 12"x24" RCP

AutoCAD SHX Text

18" CIP

AutoCAD SHX Text 18"

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

8" VTC

AutoCAD SHX Text

30" CMP

AutoCAD SHX Text

STORM SEWER CHAMBER TOP=498.75 INV. (12"-2)=495.78 INV. (24")=495.08

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

6" (APPROX. LOC.)

AutoCAD SHX Text 1.25"

AutoCAD SHX Text

OIL FILL

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text W/4"

AutoCAD SHX Text Y/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

W/4" (TYP.)

AutoCAD SHX Text

VENT ±9' DEEP

AutoCAD SHX Text

5'2" DEEP

AutoCAD SHX Text

7'6" DEEP

AutoCAD SHX Text

SAN. MH. RIM=499.78 INV.=490.78

AutoCAD SHX Text

SAN. MH. RIM=499.33 INV.=490.33

AutoCAD SHX Text

SAN. MH. RIM=500.03

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text 160-1100

AutoCAD SHX Text 160-1200

AutoCAD SHX Text 160-1300

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/24"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

18" DIP

AutoCAD SHX Text 2'x4' INLET T/G=499.70 INV.=497.35

AutoCAD SHX Text

NEW 2'X4' INLET

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text NEW 2'x4' INLET BOX W/TOP SLAB W/ROUND OPENING FOR MANHOLE COVER

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+49

AutoCAD SHX Text

STOP WORK SEG. 0160 OFF. 1274 SR 1051

AutoCAD SHX Text

START WORK SEG. 0160 OFF. 1227 SR 1051

AutoCAD SHX Text

COMMUNITY CENTER

AutoCAD SHX Text P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

AutoCAD SHX Text 3030-006-D-003

AutoCAD SHX Text

%%U SCALE

AutoCAD SHX Text

10 FT.

AutoCAD SHX Text

20 FT.

AutoCAD SHX Text

EXISTING CONDITIONS PLAN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC

AutoCAD SHX Text

EXISTING LIGHT POLE

AutoCAD SHX Text

EXISTING TREE

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING OVERHEAD ELECTRIC

AutoCAD SHX Text A

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AutoCAD SHX Text 8-0

AutoCAD SHX Text

LANCASTER

AutoCAD SHX Text

DENVER BOROUGH

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

EXISTING GAS

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING UNDERGROUND TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING OVERHEAD TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING WATER

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

EXISTING WATER SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING STORM SEWER INLET

AutoCAD SHX Text

EXISTING SANITARY SEWER MANHOLE

AutoCAD SHX Text

EXISTING GAS VALVE

AutoCAD SHX Text

EXISTING GAS SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

EXISTING ROADWAY CENTERLINE

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text T.B.R.

NOTE 1. SEE SHEET 2 FOR SIGN TABULATION.SEE SHEET 2 FOR SIGN TABULATION.

AutoCAD SHX Text

N. 3RD STREET

AutoCAD SHX Text

RAILROAD STREET

AutoCAD SHX Text

RAILROAD RAILS

AutoCAD SHX Text

RAILROAD RAILS

AutoCAD SHX Text

PPL 45057- S33126 W/UG.

AutoCAD SHX Text

PPL 45047- S33134

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

MANHOLE RIM=500.42

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

GROCERY STORE

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

COMMUNITY CENTER

AutoCAD SHX Text

WHEEL STOP

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

CONC. CHEEK WALL

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

DWS

AutoCAD SHX Text

EDGE PAVEMENT

AutoCAD SHX Text

EDGE PAVEMENT

AutoCAD SHX Text

STONE HEADWALL INV.=497.48

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

HAIR SALON

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK COLUMN

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

RAILROAD CROSSING CANTILEVER

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text W/24"

AutoCAD SHX Text W/4"

AutoCAD SHX Text Y/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

W/4" (TYP.)

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text 170-0000

AutoCAD SHX Text

WINDSTREAM (APPROX. LOC.)

AutoCAD SHX Text

WINDSTREAM (APPROX. LOC.)

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

LIMIT OF WORK SEG. 0160 OFF. 1123 SR 1051

AutoCAD SHX Text

LIMIT OF WORK SEG. 0170 OFF. 0037 SR 1051

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SWALE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 12"x24" RCP

AutoCAD SHX Text

18" CIP

AutoCAD SHX Text 18"

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

8" VTC

AutoCAD SHX Text

30" CMP

AutoCAD SHX Text

STORM SEWER CHAMBER TOP=498.75 INV. (12"-2)=495.78 INV. (24")=495.08

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

6" (APPROX. LOC.)

AutoCAD SHX Text 1.25"

AutoCAD SHX Text

OIL FILL

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text W/4"

AutoCAD SHX Text Y/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

W/4" (TYP.)

AutoCAD SHX Text

VENT ±9' DEEP

AutoCAD SHX Text

5'2" DEEP

AutoCAD SHX Text

7'6" DEEP

AutoCAD SHX Text

SAN. MH. RIM=499.78 INV.=490.78

AutoCAD SHX Text

SAN. MH. RIM=499.33 INV.=490.33

AutoCAD SHX Text

SAN. MH. RIM=500.03

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text 160-1100

AutoCAD SHX Text 160-1200

AutoCAD SHX Text 160-1300

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/24"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

18" DIP

AutoCAD SHX Text

NEW 2'X4' INLET

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text NEW 2'x4' INLET BOX W/TOP SLAB W/ROUND OPENING FOR MANHOLE COVER

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text PROPOSED PENNDOT 2'X4' STANDARD INLET BOX W/TYPE M FRAME W/STRUCTURAL STEEL GRATE

AutoCAD SHX Text

PROPOSED 8" DIP

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text PROPOSED PENNDOT 2'X4' STANDARD INLET BOX W/TYPE M FRAME W/STRUCTURAL STEEL GRATE

AutoCAD SHX Text

PROPOSED 8" DIP

AutoCAD SHX Text

REPLACE CROSSWALK PAVEMENT MARKING AS REQUIRED

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+49

AutoCAD SHX Text

STOP WORK SEG. 0160 OFF. 1274 SR 1051

AutoCAD SHX Text

START WORK SEG. 0160 OFF. 1227 SR 1051

AutoCAD SHX Text

COMMUNITY CENTER

AutoCAD SHX Text P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

AutoCAD SHX Text 3030-006-D-004

AutoCAD SHX Text

%%U SCALE

AutoCAD SHX Text

10 FT.

AutoCAD SHX Text

20 FT.

AutoCAD SHX Text

PROPOSED IMPROVEMENTS PLAN

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC

AutoCAD SHX Text

EXISTING LIGHT POLE

AutoCAD SHX Text

EXISTING TREE

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING OVERHEAD ELECTRIC

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AutoCAD SHX Text 8-0

AutoCAD SHX Text

LANCASTER

AutoCAD SHX Text

DENVER BOROUGH

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

EXISTING GAS

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING UNDERGROUND TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING OVERHEAD TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING WATER

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

EXISTING WATER SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING STORM SEWER INLET

AutoCAD SHX Text

EXISTING SANITARY SEWER MANHOLE

AutoCAD SHX Text

EXISTING GAS VALVE

AutoCAD SHX Text

EXISTING GAS SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

EXISTING RIGHT-OF-WAY

AutoCAD SHX Text

EXISTING ROADWAY CENTERLINE

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PROPOSED CONCRETE AREA

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

PROPOSED STORM SEWER

AutoCAD SHX Text

PROPOSED SIGN

AutoCAD SHX Text

CONCRETE TO BE REMOVED

AutoCAD SHX Text

PROPOSED CURB

AutoCAD SHX Text A

NOTES 1. SEE SHEET 2 FOR SIGN TABULATION. SEE SHEET 2 FOR SIGN TABULATION. 2. SEE SHEETS 6 AND 7 FOR PROPOSED ADA CURB RAMP PLANS. SEE SHEETS 6 AND 7 FOR PROPOSED ADA CURB RAMP PLANS. 3. SEE SHEET 8 FOR PROPOSED STORM SEWER PROFILES.SEE SHEET 8 FOR PROPOSED STORM SEWER PROFILES.

AutoCAD SHX Text

N. 3RD STREET

AutoCAD SHX Text

RAILROAD STREET

AutoCAD SHX Text

RAILROAD RAILS

AutoCAD SHX Text

RAILROAD RAILS

AutoCAD SHX Text

PPL 45057- S33126 W/UG.

AutoCAD SHX Text

PPL 45047- S33134

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

MANHOLE RIM=500.42

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

GROCERY STORE

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

COMMUNITY CENTER

AutoCAD SHX Text

WHEEL STOP

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

CONC. CHEEK WALL

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

DWS

AutoCAD SHX Text

EDGE PAVEMENT

AutoCAD SHX Text

EDGE PAVEMENT

AutoCAD SHX Text

STONE HEADWALL INV.=497.48

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

HAIR SALON

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK COLUMN

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

RAILROAD CROSSING CANTILEVER

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text W/24"

AutoCAD SHX Text W/4"

AutoCAD SHX Text Y/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

W/4" (TYP.)

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text 170-0000

AutoCAD SHX Text

WINDSTREAM (APPROX. LOC.)

AutoCAD SHX Text

WINDSTREAM (APPROX. LOC.)

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

APPROX. BOROUGH RIGHT-OF-WAY

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

DEPRESSED CONC. CURB

AutoCAD SHX Text

LIMIT OF WORK SEG. 0160 OFF. 1123 SR 1051

AutoCAD SHX Text

LIMIT OF WORK SEG. 0170 OFF. 0037 SR 1051

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SWALE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 12"x24" RCP

AutoCAD SHX Text

18" CIP

AutoCAD SHX Text 18"

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

8" VTC

AutoCAD SHX Text

30" CMP

AutoCAD SHX Text

STORM SEWER CHAMBER TOP=498.75 INV. (12"-2)=495.78 INV. (24")=495.08

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

6" (APPROX. LOC.)

AutoCAD SHX Text 1.25"

AutoCAD SHX Text

OIL FILL

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text W/4"

AutoCAD SHX Text Y/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

W/4" (TYP.)

AutoCAD SHX Text

VENT ±9' DEEP

AutoCAD SHX Text

5'2" DEEP

AutoCAD SHX Text

7'6" DEEP

AutoCAD SHX Text

SAN. MH. RIM=499.78 INV.=490.78

AutoCAD SHX Text

SAN. MH. RIM=499.33 INV.=490.33

AutoCAD SHX Text

SAN. MH. RIM=500.03

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text 160-1100

AutoCAD SHX Text 160-1200

AutoCAD SHX Text 160-1300

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/6"

AutoCAD SHX Text

W/24" (TYP.)

AutoCAD SHX Text W/24"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

18" DIP

AutoCAD SHX Text

NEW 2'X4' INLET

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text NEW 2'x4' INLET BOX W/TOP SLAB W/ROUND OPENING FOR MANHOLE COVER

AutoCAD SHX Text

NEW 12" DIP

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

12" VTC

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text NEW 2'x4' INLET

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

PROPOSED 2' WIDE PAVEMENT RESTORATION (TYP.)

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+49

AutoCAD SHX Text

STOP WORK SEG. 0160 OFF. 1274 SR 1051

AutoCAD SHX Text

START WORK SEG. 0160 OFF. 1227 SR 1051

AutoCAD SHX Text

COMMUNITY CENTER

AutoCAD SHX Text P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

AutoCAD SHX Text 3030-006-D-005

AutoCAD SHX Text

%%U SCALE

AutoCAD SHX Text

10 FT.

AutoCAD SHX Text

20 FT.

AutoCAD SHX Text

PROPOSED PAVEMENT RESTORATION PLAN

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC

AutoCAD SHX Text

EXISTING LIGHT POLE

AutoCAD SHX Text

EXISTING TREE

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING OVERHEAD ELECTRIC

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AutoCAD SHX Text 8-0

AutoCAD SHX Text

LANCASTER

AutoCAD SHX Text

DENVER BOROUGH

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

EXISTING GAS

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING UNDERGROUND TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING OVERHEAD TELECOMMUNICATIONS

AutoCAD SHX Text

EXISTING WATER

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

EXISTING WATER SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING STORM SEWER INLET

AutoCAD SHX Text

EXISTING SANITARY SEWER MANHOLE

AutoCAD SHX Text

EXISTING GAS VALVE

AutoCAD SHX Text

EXISTING GAS SERVICE SHUTOFF

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

%%ULEGEND

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EXISTING RIGHT-OF-WAY

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EXISTING ROADWAY CENTERLINE

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PROPOSED CONCRETE AREA

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DETECTABLE WARNING SURFACE

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DEPRESSED CURB

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PROPOSED STORM SEWER

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PROPOSED SIGN

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CONCRETE TO BE REMOVED

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PROPOSED CURB

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PROPOSED PAVEMENT RESTORATION

NEW 2'X4' INLET T/G=499.25 INV. OUT=497.50

AutoCAD SHX Text PROPOSED PENNDOT 2'X4' STANDARD INLET BOX W/TYPE M FRAME W/STRUCTURAL STEEL GRATE T/G=499.25 INV. IN=497.60 INV. OUT=497.60

AutoCAD SHX Text PROPOSED PENNDOT 2'X4' STANDARD INLET BOX W/TYPE M FRAME W/STRUCTURAL STEEL GRATE T/G=499.30 INV. OUT=497.69

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EXISTING SURFACE

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PROPOSED 8" DIP L=17.00' S=0.005 FT./FT.

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PROPOSED 8" DIP L=20.00' S=0.005 FT./FT.

AutoCAD SHX Text P:\3000\3030 - Denver Borough\006 - Main Street Pedestrian Improvements\HOP PLANS - EXTRA STORM.dwg

AutoCAD SHX Text 3030-006-D-008

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REVISION

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NUMBER

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REVISIONS

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DATE

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COUNTY

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DISTRICT

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ROUTE

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SECTION

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SHEET

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AutoCAD SHX Text 8-0

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LANCASTER

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DENVER BOROUGH

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%%U HOR. SCALE

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10 FT.

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20 FT.

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STORM SEWER PROFILE

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%%U VER. SCALE

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1 FT.

2 FT.

D-001

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File details come from the government source that posted it. Updated Jul 9, 2026.