4-251212 - Full Bid Set.pdf
PDF 10 MB Posted
- Attached to
- Deer Run Road Improvements Project
- Solicitation number
- Not on record
- Issued by
- Berks County, Pennsylvania
About this file
This is a full bid set of construction plans for the Kutztown Road Curb, Sidewalk, and Street Project in Maxatawny Township, Berks County, Pennsylvania, prepared by McCarthy Engineering Associates, Inc. The project encompasses the reconstruction of curbs, sidewalks, driveways, and asphalt paving along Kutztown Road and associated roadways. The work includes demolition and removal of existing concrete sidewalks, curbs, and asphalt paving; installation of new concrete curbs and sidewalks; mill and overlay paving operations; and stormwater pipe installation. The bid set consists of 13 sheets including cover sheets, existing conditions and demolition plans, site plans, grading plans, mill and overlay paving plans, construction detail plans, and erosion and sediment control plans. The project involves three paving alternates: 4-foot wide mill and overlay (3,820 square feet), half Kutztown Road mill and overlay (29,553 square feet), and full Kutztown Road mill and overlay (66,783 square feet). Sealed proposals are due by 11:00 a.m. on Monday, February 2, 2026, submitted online via the PennBid Program. Bids will be opened and tabulated publicly on February 2, 2026, at 11:00 a.m., with potential public award on February 9, 2026, at 6:30 p.m. at Maxatawny Township offices. The township may hold bids for up to 60 days from the opening date for review, approvals, and bidder qualification investigation.
Prospective bidders must be PennDOT-qualified with a minimum of five years' experience in the type of work associated with this project and must comply with the Pennsylvania Prevailing Wage Act. The project is funded in part by the Multimodal Transportation Fund (MTF) Program with partial reimbursement under the Commonwealth Financing Authority (CFA). All construction shall conform to PennDOT specifications and local authority standards. Underground utility locations shown on the plans are approximate, determined from visible location, ACT 287/121 utility responses, and best available plan information; contractors bear responsibility for verifying exact locations. The plans include detailed specifications for concrete sidewalk construction with 4,000 PSI concrete, asphalt paving with superpave design specifications, depressed curb and driveway details, storm sewer bedding and backfill requirements, and comprehensive erosion and sediment control measures including compost filter socks, filter bags, silt fences, and inlet protection devices.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Div 01.pdf | ||
| 1-Div 00.pdf | ||
| 3-260010.02 HOP.pdf | ||
| 2-Division 1.pdf | ||
| 1-Division 0.pdf | ||
| 3-Technical Specs.pdf |
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Text version
KUTZTOWN ROAD
CURB, SIDEWALK AND STREET PROJECT
MAXATAWNY TOWNSHIP
BERKS COUNTY, PENNSYLVANIA
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ACT 287 UNDERGROUND UTILITY PROTECTION ACT,
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AS AMENDED BY ACT 121
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PA ONE CALL SYSTEM INFORMATION:
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PA ONE CALL PHONE NUMBER: 1-800-242-1776
AutoCAD SHX Text ONE CALL SYSTEM SERIAL NO. NOTIFICATION BY McCARTHY ENGINEERING ASSOCIATES, INC.
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DATE: 07/12/2024 & 08/01/2024
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ONE CALL SYSTEM SERIAL NUMBER: 20241911834 & 20242143341
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UNDERGROUND UTILITY USERS:
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%%UONECALL NOTES:
AutoCAD SHX Text PENNSYLVANIA ACT 287, AS AMENDED BY ACT 121 REQUIRES NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.
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AutoCAD SHX Text McCARTHY ENGINEERING ASSOCIATES, INC. HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 121 OF OCTOBER 2008, OF THE PENNSYLVANIA LEGISLATURE, 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:
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1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, McCARTHY ENGINEERING PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, McCARTHY ENGINEERING ASSOCIATES, INC. REQUESTED FROM EACH USER'S OFFICE DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 4, CLAUSE (2) OF SAID ACT, NOT LESS THAN (10) NOR MORE THAN (90) WORKING DAYS BEFORE FINAL DESIGN TO BE COMPLETED. 2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, McCARTHY ENGINEERING PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, McCARTHY ENGINEERING ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY CALLING THE ONE CALL SYSTEM SERVING THE LOCATION WHERE EXCAVATION IS TO BE PERFORMED. 3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, McCARTHY ENGINEERING PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, McCARTHY ENGINEERING ASSOCIATES, INC. HAS SHOWN UPON THESE DRAWINGS "THE POSITION AND TYPE OF EACH LINE, AS DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY CLAUSE (2), THE SERIAL NUMBER PROVIDED BY THE ONE CALL SYSTEM, THE TOLL-FREE ONE CALL SYSTEM PHONE NUMBER, AND THE NAME OF THE USER, THE USER'S DESIGNATED OFFICE ADDRESS AND PHONE NUMBER AS SHOWN ON THE LIST REFERRED TO IN SECTION 4, CLAUSE (5) OF SAID ACT."
AutoCAD SHX Text AND McCARTHY ENGINEERING ASSOCIATES, 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 McCARTHY ENGINEERING ASSOCIATES, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT NO. 121 OF OCTOBER 2008.
AutoCAD SHX Text UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, ACT 287, AS AMENDED BY ACT 121, UTILITY RESPONSES AND/OR BEST AVAILABLE PLAN INFORMATION.
AutoCAD SHX Text McCARTHY ENGINEERING ASSOCIATES, INC. CANNOT GUARANTEE THE EXACT LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES. AN EXACT LOCATION CAN ONLY BE OBTAINED BY SUBSURFACE EXPLORATION, WHICH IS NOT A PART OF THIS CONTRACT PERFORMANCE.
AutoCAD SHX Text PENNSYLVANIA ACT 287, AS AMENDED BY ACT 121, REQUIRES THREE (3) WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND FIVE (5) WORKING DAYS NOTICE IN DESIGN STAGE.
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SIDEWALK, CURB & MILLING WORK AREA
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MAXATAWNY TWP
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KUTZTOWN
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KUTZTOWN ROAD
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KUTZTOWN ROAD
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CRYSTAL CAVE ROAD
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SHARADIN ROAD
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SHARADIN ROAD
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IVY LEAGUE DRIVE
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PALMER LANE
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LUCKENBILL ROAD
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N CAMPUS DRIVE
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CURTIS ROAD
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COLLEGE BLVD
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NORMAL AVE
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S CAMPUS DRIVE
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S BALDY STREET
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BALDY ROAD
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BALDY ROAD
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KEYSTONE AVE
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TREXLER AVE
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COMMONS ROAD
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W MAIN STREET
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SANDER ALLEY
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KUTZTOWN BYPASS ROAD
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KUTZTOWN ROAD
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EAGLE ROAD
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CRYSTAL CAVE ROAD
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MAXATAWNY TOWNSHIP
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MAXATAWNY TOWNSHIP, BERKS COUNTY, PENNSYLVANIA
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JCM
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PLAN NO.
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SHEET NO.
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PRINCIPAL:
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SCALE:
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DRAWN BY:
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PROJ. MANAGER:
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SEAL:
AutoCAD SHX Text This document and all information and work product represented by and contained herein, is the sole and exclusive property of McCarthy Engineering Associates, Inc. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without the express written permission of McCarthy Engineering Associates, Inc. Copyright, 2023, McCarthy Engineering Associates, Inc. All rights reserved
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OF
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NOT TO SCALE
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PROFESSIONAL
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REGISTERED
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ENGINEER
AutoCAD SHX Text No. 036593-E
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CHRISTOPHER FALENCKI
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230010-KR-
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CF
AutoCAD SHX Text 1011 North Park Road
AutoCAD SHX Text www.McCarthy-Engineering.com
AutoCAD SHX Text Pottstown, PA 19464
AutoCAD SHX Text 2500 East High Street
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AutoCAD SHX Text Wyomissing, PA 19610
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BID SET
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DECEMBER 12, 2025
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SS
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CO-01
AutoCAD SHX Text Plot Date: 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Cover.dwg 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Cover.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Cover.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Cover.dwg
AutoCAD SHX Text NOTES: 1. THIS PROPOSAL INVOLVES THE RECONSTRUCTION OF CURBS, SIDEWALKS THIS PROPOSAL INVOLVES THE RECONSTRUCTION OF CURBS, SIDEWALKS AND DRIVEWAYS. 2. PROPERTY INFORMATION IS OBTAINED FROM THE CHESTER COUNTY GIS PROPERTY INFORMATION IS OBTAINED FROM THE CHESTER COUNTY GIS SYSTEM. 3. BASE LINE TOPOGRAPHY AND EXISTING CONDITION OF THE SITE WAS BASE LINE TOPOGRAPHY AND EXISTING CONDITION OF THE SITE WAS COMPILED FROM A SURVEY PERFORMED BY McCARTHY ENGINEERING IN SEPTEMBER 2024. 4. THE BENCHMARK FOR THIS PROJECT AREA IS THE STORM MANHOLE AT THE THE BENCHMARK FOR THIS PROJECT AREA IS THE STORM MANHOLE AT THE SOUTHWEST CORNER OF AIRPORT DINER. ELEV = 476.57. . THE BENCHMARK FOR THIS PROJECT AREA IS THE WATER MANHOLE AT THE SOUTHWEST CORNER OF THE KUTZTOWN BIBLE FELLOWSHIP CHURCH. SOUTHWEST CORNER OF THE KUTZTOWN BIBLE FELLOWSHIP CHURCH. ELEV = 513.00 4. ALL WORK IN THE BOROUGH AND INSIDE THE ROAD RIGHT-OF-WAY IS TO ALL WORK IN THE BOROUGH AND INSIDE THE ROAD RIGHT-OF-WAY IS TO BE BUILT ACCORDING TO PROJECT SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 6. EXISTING UTILITIES ARE TO REMAIN AS LOCATED. EXISTING UTILITIES ARE TO REMAIN AS LOCATED. 7. CONTRACTOR TO FOLLOW DEP EROSION AND SEDIMENT CONTROL CONTRACTOR TO FOLLOW DEP EROSION AND SEDIMENT CONTROL GUIDELINES.
AutoCAD SHX Text Sheet List Table
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230010-CO-01
MULTICORELINK:P-Exist-Demo-EC-02 AutoCAD SHX Text
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EXISTING CONDITIONS & DEMOLITION PLAN
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EXISTING CONDITIONS & DEMOLITION PLAN
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SITE PLAN
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SITE PLAN
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GRADING PLAN
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GRADING PLAN
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MILL & OVERLAY PAVING PLAN
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CONSTRUCTION DETAIL PLAN
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EXISTING LIGHTING FEATURES
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EXISTING SANITARY SEWER & MANHOLE
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EXISTING STORM SEWER & CATCH BASIN
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EXISTING WATER LINE & VALVE
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EXISTING FIRE HYDRANT
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EXISTING CONTOURS
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EXISTING SPOT ELEVATION
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WELL
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DC
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%%ULEGEND:
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SEAM (TYP)
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BROKEN BRICK WALL
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BLOCK WALL
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SIGN "AIRPORT DINER"
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SIGN "CENTER LANE" W/ ONLY TURN ARROWS
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MARION ROAD 19' ASPHALT CARTWAY WIDTH 30' RIGHT-OF-WAY WIDTH
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ASPHALT PAVING
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UP NO##
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UP NO##
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UP 54521-43328
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UP W/ AREA LIGHT NO##
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UP NO##
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UP W/ AREA LIGHT 54522-43349
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AREA LIGHT
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VALVES
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STORM MH RIM 473.32 INV 468.78 NE 24" CMP INV 468.53 SW 24" CMP
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SAN MH RIM 477.40
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SAN MH RIM 483.21
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STORM MH GRATE TG 476.57 INV 473.89 NE 24" CMP INV 473.59 SW 24" CMP
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STORM MH GRATE TG 480.79 INV 476.96 NE 24" CMP INV 476.78 SW 24" CMP
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BELL MH RIM 480.23
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2X4 INLET TYPE C TG 471.49 INV 467.36 SW 24" RCP
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2X4 INLET TYPE C TG 471.57 INV 467.44 NE 24" RCP INV 467.47 SW 24" RCP
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24"CMP INV 470.10
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ENDWALL TOP OF PIPE 471.56 15" RCP (DEBRIS)
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TOP OF PIPE 472.98 24" HDPE (DEBRIS)
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2X4 INLET TYPE C TG 474.68 INV 471.12 SE 15" CMP
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2X4 INLET TYPE C TG 471.49 INV 467.36 SW 24" RCP
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24" RCP
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24" CMP
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24" CMP
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24" CMP
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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AutoCAD SHX Text RANDY KUNKLE FAMILY TRUST RANDY L KUNKLE, TRUSTEE INSTR #2023018526 UPI: 63-5443-15-53-1153
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REGENT-KUTZTOWN, LLC INSTR #2019004856 UPI: 63-5443-19-52-2153
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NICHOLAS PRIKIS & SOPHIE PITTAS DBV 2389, PG 764 UPI: 63-5443-19-62-2370
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(APPROX LOCATION)
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8PE GAS MAIN (3.0' COVER)
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8PE GAS MAIN (3.0' COVER)
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EXISTING CURBING AND SIDEWALK TO BE TO BE REMOVED
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WM
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
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EDGE OF CARTWAY
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EDGE OF CARTWAY
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HEDGES
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SOLID-DASHED DYL
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GRAVEL AREA
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SIGN SPEED LIMIT 30MPH
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DAMAGED CONC CURB
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GRAVEL AREA
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BROKEN ASPHALT PAVING
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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6" STEEL POST
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2' BOLLARD
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WOOD POST/PANEL
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UP NO##
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ELEC METER
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ASPHALT DRIVEWAY
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ASPHALT PAVING
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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LUCKENBILL ROAD 22' ASPHALT CARTWAY WIDTH RIGHT-OF-WAY WIDTH
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UP NO# # (ABANDONED)
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UP W/ AREA LIGHT 54546-43368
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UP W/ AREA LIGHT 54557-43376
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UP W/ AREA LIGHT V-17 43385
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BURRIED CONC CURB
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UP 54568-43376
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UP V-1
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WV
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WV
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WATER METER
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GV
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GV
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GUY
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WV
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BELL MH RIM 497.00 TOP OF CONDUIT 491.46
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60" TREE
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2X4 INLET TYPE C TG 487.70 INV 484.86 NE 18" CMP INV 484.62 SW 18" CMP
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2X4 INLET TYPE C TG 491.45 INV 488.02 N 18" RCP INV 487.78 SW 18" CMP
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INV 489.20 18" RCP
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CONC WALL
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CONC WALL
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TOP OF PIPE 493.20
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INV 292.97 4" TAR PAPER
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4" PVC
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18" CMP
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18" RCP
AutoCAD SHX Text 47.8'
AutoCAD SHX Text 36.1'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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NICHOLAS PRIKIS & SOPHIE PITTAS DBV 2389, PG 764 UPI: 63-5443-19-62-2370
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MARCUS B & RODNEY K SIMONETTI INSTR #2015033324 UPI: 63-5443-15-53-8701
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GV
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(APPROX LOCATION)
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8PE GAS MAIN (3.0' COVER)
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8PE GAS MAIN (3.0' COVER)
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SAN MH RIM 496.86
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GAS LINE (POSSIBLE LOCATION)
AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR TO DEMOLISH ALL ITEMS NECESSARY TO CONSTRUCT PROPOSED BUILDING AND SITE FEATURES WHETHER OR NOT INDICATED IN THE CONSTRUCTION DOCUMENTS. ADEQUATE AND PROPER PROTECTION SHALL BE PROVIDED TO EXISTING FEATURES NOT BEING REMOVED. 2. EXCAVATIONS THAT ARE LEFT OPEN DURING THE DEMOLITION PROCESS SHALL BE COVERED OR FENCED OFF. THE AREA SHALL BE ADEQUATELY MARKED TO ENSURE WORKER AND PUBLIC SAFETY. 3. THE CONTRACTOR IS RESPONSIBLE FOR TERMINATING ALL APPLICABLE UTILITIES WHERE ITEMS ARE BEING REMOVED IN A SAFE AND CODE CONFORMING MANNER. 4. UNUSABLE MATERIALS AND RUBBISH SHALL BE IMMEDIATELY REMOVED FROM THE SITE. MATERIALS TO BE REUSED WILL BE STOCKPILED IN A SAFE AND SECURE LOCATION. MATERIAL THAT REQUIRES PROTECTION FROM THE WEATHER SHALL BE STORED IN A SECURE DRY LOCATION. 5. DAMAGE CAUSED TO EXISTING FEATURES DURING THE DEMOLITION PROCESS SHALL BE REPAIRED AND RESTORED TO PRE-DEMOLITION CONDITIONS. IF DAMAGE CANNOT BE REPAIRED ADEQUATELY THAN THE DAMAGED ITEM SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. COORDINATE ALL DEMOLITION WITH ARCHITECTURAL DRAWINGS. 7. FEATURES IN BOLD INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE BOLD INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE NOTE 1.
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MAXATAWNY TOWNSHIP
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MAXATAWNY TOWNSHIP, BERKS COUNTY, PENNSYLVANIA
AutoCAD SHX Text Rev.By
AutoCAD SHX Text Description
AutoCAD SHX Text Date
AutoCAD SHX Text Revision
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AutoCAD SHX Text Location:
AutoCAD SHX Text Date:
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JCM
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PLAN NO.
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SHEET NO.
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PRINCIPAL:
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SCALE:
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DRAWN BY:
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PROJ. MANAGER:
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SEAL:
AutoCAD SHX Text This document and all information and work product represented by and contained herein, is the sole and exclusive property of McCarthy Engineering Associates, Inc. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without the express written permission of McCarthy Engineering Associates, Inc. Copyright, 2023, McCarthy Engineering Associates, Inc. All rights reserved
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OF
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GRAPHIC SCALE
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AutoCAD SHX Text 20'
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230010-KR-
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CF
AutoCAD SHX Text 1011 North Park Road
AutoCAD SHX Text www.McCarthy-Engineering.com
AutoCAD SHX Text Pottstown, PA 19464
AutoCAD SHX Text 2500 East High Street
AutoCAD SHX Text Suite 100
AutoCAD SHX Text Suite 630
AutoCAD SHX Text Phone: 610.373.8001
AutoCAD SHX Text Wyomissing, PA 19610
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BID SET
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DECEMBER 12, 2025
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SS
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EC-02
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EXISTING CONDITIONS & DEMOLITION PLAN
AutoCAD SHX Text Plot Date: 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg
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EXISTING LIGHTING FEATURES
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EXISTING SANITARY SEWER & MANHOLE
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EXISTING STORM SEWER & CATCH BASIN
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EXISTING WATER LINE & VALVE
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EXISTING FIRE HYDRANT
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EXISTING GAS LINE & VALVE
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EXISTING CONTOURS
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EXISTING SPOT ELEVATION
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EXISTING UTILITY POLE
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EXISTING UNDERGROUND TELECOMM
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EXISTING UNDERGROUND ELECTRIC
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EXISTING OVERHEAD WIRE
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EXISTING WELL
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WELL
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EXISTING TREE LINE
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EXISTING FENCE
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EXISTING SANITARY LATERAL
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EXISTING SANITARY FORCEMAIN
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EXISTING WATER SERVICE
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EXISTING SIGNS
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EXISTING RIP RAP
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FEATURE TO BE RELOCATED
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(TBRL)
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PROPOSED SAWCUT LINE
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EXISTING CURB AND DEPRESSED CURB
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DC
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%%ULEGEND:
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EXISTING TREE/PIN/SHRUB
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UP
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PROPOSED MILLING LINE
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FEATURE TO BE REMOVED
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(TBR)
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EXISTING PAVING TO BE MILLED 1.5" TO BE MILLED 1.5"
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PROPOSED CONCRETE AND PAVING TO TO BE REMOVED
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EXISTING CURBING AND SIDEWALK TO BE TO BE REMOVED
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PROPOSED SAWCUT LINE
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(TBR)
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(TBR)
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(TBR)
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(TBRL)
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(TBR)
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(TBR)
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EXISTING WATER METER TO BE REPLACED TO BE REPLACED OR RELOCATED
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EXISTING CURBING AND SIDEWALK TO BE TO BE REMOVED
AutoCAD SHX Text G
AutoCAD SHX Text G
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AutoCAD SHX Text T
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AutoCAD SHX Text G
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WM
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CONC CURB
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CONC CURB
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CONC CURB
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CONC CURB
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CONC CURB
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EDGE OF CARTWAY
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DEP. CURB (PAVED OVER)
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DC
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DC
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DC
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DC
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DC
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CONC STEPS
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CONC SIDEWALK
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CONC SIDEWALK
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CONC SIDEWALK
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CONC SIDEWALK
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HEDGES
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HEDGES
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CONC SIDEWALK
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ASPHALT WALKWAY
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SEAM
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CONC PAD
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GRAVEL AREA
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BROKEN ASPHALT PAVING
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BROKEN ASPHALT
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DYL
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DYL
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DYL
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DYL
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SIGN "KUTZTOWN NAPA AUTO PARTS"
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SIGN ON CONC PAD "KUTZTOWN BIBLE FELLOWSHIP CHURCH"
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SIGN "NO PARKING" ARROW LEFT
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LIGHT POST
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ASPHALT WALKWAY
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BROKEN ASPHALT
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GRASS AREA
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GRASS AREA
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LANDSCAPE
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DC
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CONC WALL
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GRASS AREA
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GRASS AREA
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BRICK WALKWAY
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DC
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9' ASPHALT DRIVEWAY
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CONC WALKWAY
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CONC WALKWAY
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CONC WALKWAY
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8' GRAVEL DRIVEWAY
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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BUSHES
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CONC WALKWAY
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CONC WALKWAY
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CONC STRIP
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CONC STEPS
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DAMAGED CONC CURB
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GRAVEL AREA
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BROKEN ASPHALT PAVING
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BROKEN ASPHALT PAVING
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CONC STEP
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CONC WALKWAY
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GRAVEL AREA
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SIGN "RESERVED PARKING"
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8"X8" MARBLE BOLLARD
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SIGN SPEED LIMIT 25MPH
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LUCKENBILL ROAD 22' ASPHALT CARTWAY WIDTH RIGHT-OF-WAY WIDTH
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CONC APRON
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ASPHALT PAVING
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UP 54583-43393
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UP W/ AREA LIGHT 54603-43409
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UP W/ AREA LIGHT 546619-43421
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UP VZ-13
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UP W/ AREA LIGHT V-17 43385
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BURRIED CONC CURB
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UP 54611-43416
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WATER METER
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WV
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WATER MH RIM 513.00
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WATER METER
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METAL POST
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FH
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GV
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GV
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GV
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GV
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GV
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DAMAGED CONC CURB
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DAMAGED CONC CURB
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DAMAGED CONC CURB
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DAMAGED CONC CURB
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BELL MH RIM 510.51
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BELL MH RIM 513.70 TOP OF CONDUIT 510.50
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WV'S
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6" TREE
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4" TREE
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4" TREE
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66" TREE
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12" EVERGREEN
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8"X8" MARBLE BOLLARD
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
AutoCAD SHX Text 36.1'
AutoCAD SHX Text 36.2'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text 50'
AutoCAD SHX Text 50'
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MARCUS B & RODNEY K SIMONETTI INSTR #2015033324 UPI: 63-5443-15-53-8701
AutoCAD SHX Text NORTH EAST PARTS GROUP OF KUTZTOWN REAL ESTATE, LLC INSTR #2022034221 UPI: 63-5443-15-53-9707
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JACOB & ERIN ELIZABETH HENCH INSTR #2018026566 UPI: 63-5443-15-53-9796
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SHANNON M FLEMING INSTR #2021023412 UPI: 63-5443-15-63-0718
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JOANNE M & ALFRED FURST DBV 4597, PG 2115 UPI: 63-5443-15-63-0840
AutoCAD SHX Text JENNIFER FRITZINGER & LEONARD OHLINGER, JR INSTR #2020039758 UPI: 63-5443-15-63-0872
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KCD PROPERTIES, LLC INSTR #2019005980 UPI: 63-5443-15-63-1804
AutoCAD SHX Text
JOSEPH A & JULIE A KARAISZ DBV 5240, PG 1793 UPI: 63-5443-15-63-1858
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KCD PROPERTIES, LLC INSTR #2016020380 UPI: 63-5443-15-63-1825
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KUTZTOWN BIBLE FELLOWSHIP CHURCH DBV 2008, PG 827 UPI: 63-5443-15-63-2967
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JOSEPH A & JULIE A KARAISZ DBV 5240, PG 1793 UPI: 63-5443-15-63-2902
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(APPROX LOCATION)
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WV
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8PE GAS MAIN (3.0' COVER)
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8PE GAS MAIN (3.0' COVER)
AutoCAD SHX Text UmB
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18" EVERGREEN
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18" EVERGREEN
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DAMAGED CONC CURB
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8STL GAS MAIN (3.0' COVER)
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EXISTING CURBING AND SIDEWALK TO BE TO BE REMOVED
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PROPOSED SAWCUT LINE
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(TBR)
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(TBR)
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(TBRL)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
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(TBR)
AutoCAD SHX Text G
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DAMAGED CONC CURB
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CONC CURB
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CONC CURB
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CONC CURB
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DC
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DC
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DC
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DC
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DC
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DEP. CURB (PAVED OVER)
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CONC PAD
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BROKEN CONC
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BROKEN CONC
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CROSSWALK TRAFFIC SIGNAL W/ SIGNS "PEDESTRIAN CROSSING" "15MPH 1/4 MILE"
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ELEC METER
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65" STUMP
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CONC SIDEWALK
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CONC SIDEWALK
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CONC SIDEWALK
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ASPHALT WALKWAY
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CONC PAD
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GRAVEL AREA
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BROKEN ASPHALT PAVING
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BROKEN ASPHALT
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DYL
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DYL
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DYL
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SIGN ON CONC PAD "KUTZTOWN BIBLE FELLOWSHIP CHURCH"
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SIGN ON CONC PAD "KUTZTOWN UNIVERSITY" W/ DIRECTIONS
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5' CHAINLINK FENCE
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SIGN "NO PARKING" ARROW LEFT
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LIGHT POST
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CONC SIDEWALK
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SEAM (TYP)
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GRASS AREA
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GRASS AREA
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EXISTING CEMETERY
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GRASS AREA
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GRASS AREA
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GRASS AREA
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SIGN "RESERVED PARKING"
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CONC WALKWAY
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ASPHALT WALKWAY
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ASPHALT WALKWAY
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14' ASPHALT DRIVEWAY
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8"X8" MARBLE BOLLARD
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UP W/ AREA LIGHT 546619-43421
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UP 54624-43429
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UP 54634-43443
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UP W/ AREA LIGHT 54629-43436
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WV
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WATER MH RIM 513.00
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WATER METER
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GV
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DAMAGED CONC CURB
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DAMAGED CONC CURB
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8"X8" MARBLE BOLLARD
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
AutoCAD SHX Text 36.3'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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FAIRVIEW CEMETERY ASSOC UPI: 63-5443-15-63-5533
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FAIRVIEW CEMETERY ASSOC UPI: 63-5443-15-63-5533
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8PE GAS MAIN (3.0' COVER)
AutoCAD SHX Text UmB
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8STL GAS MAIN (3.0' COVER)
AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR TO DEMOLISH ALL ITEMS NECESSARY TO CONSTRUCT PROPOSED BUILDING AND SITE FEATURES WHETHER OR NOT INDICATED IN THE CONSTRUCTION DOCUMENTS. ADEQUATE AND PROPER PROTECTION SHALL BE PROVIDED TO EXISTING FEATURES NOT BEING REMOVED. 2. EXCAVATIONS THAT ARE LEFT OPEN DURING THE DEMOLITION PROCESS SHALL BE COVERED OR FENCED OFF. THE AREA SHALL BE ADEQUATELY MARKED TO ENSURE WORKER AND PUBLIC SAFETY. 3. THE CONTRACTOR IS RESPONSIBLE FOR TERMINATING ALL APPLICABLE UTILITIES WHERE ITEMS ARE BEING REMOVED IN A SAFE AND CODE CONFORMING MANNER. 4. UNUSABLE MATERIALS AND RUBBISH SHALL BE IMMEDIATELY REMOVED FROM THE SITE. MATERIALS TO BE REUSED WILL BE STOCKPILED IN A SAFE AND SECURE LOCATION. MATERIAL THAT REQUIRES PROTECTION FROM THE WEATHER SHALL BE STORED IN A SECURE DRY LOCATION. 5. DAMAGE CAUSED TO EXISTING FEATURES DURING THE DEMOLITION PROCESS SHALL BE REPAIRED AND RESTORED TO PRE-DEMOLITION CONDITIONS. IF DAMAGE CANNOT BE REPAIRED ADEQUATELY THAN THE DAMAGED ITEM SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. COORDINATE ALL DEMOLITION WITH ARCHITECTURAL DRAWINGS. 7. FEATURES IN BOLD INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE BOLD INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE INDICATE ITEMS THAT MUST BE REMOVED, ALSO SEE NOTE 1.
AutoCAD SHX Text N
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MAXATAWNY TOWNSHIP
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MAXATAWNY TOWNSHIP, BERKS COUNTY, PENNSYLVANIA
AutoCAD SHX Text Rev.By
AutoCAD SHX Text Description
AutoCAD SHX Text Date
AutoCAD SHX Text Revision
AutoCAD SHX Text Client:
AutoCAD SHX Text Location:
AutoCAD SHX Text Date:
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JCM
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PLAN NO.
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SHEET NO.
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PRINCIPAL:
AutoCAD SHX Text
SCALE:
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DRAWN BY:
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PROJ. MANAGER:
AutoCAD SHX Text
SEAL:
AutoCAD SHX Text This document and all information and work product represented by and contained herein, is the sole and exclusive property of McCarthy Engineering Associates, Inc. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without the express written permission of McCarthy Engineering Associates, Inc. Copyright, 2023, McCarthy Engineering Associates, Inc. All rights reserved
AutoCAD SHX Text
OF
AutoCAD SHX Text 1"=20'
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GRAPHIC SCALE
AutoCAD SHX Text 1" = 20'
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AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
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PROFESSIONAL
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REGISTERED
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ENGINEER
AutoCAD SHX Text No. 036593-E
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CHRISTOPHER FALENCKI
AutoCAD SHX Text
230010-KR-
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CF
AutoCAD SHX Text 1011 North Park Road
AutoCAD SHX Text www.McCarthy-Engineering.com
AutoCAD SHX Text Pottstown, PA 19464
AutoCAD SHX Text 2500 East High Street
AutoCAD SHX Text Suite 100
AutoCAD SHX Text Suite 630
AutoCAD SHX Text Phone: 610.373.8001
AutoCAD SHX Text Wyomissing, PA 19610
AutoCAD SHX Text
BID SET
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DECEMBER 12, 2025
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SS
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EC-03
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EXISTING CONDITIONS & DEMOLITION PLAN
AutoCAD SHX Text Plot Date: 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Exist-Demo.dwg
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PROPOSED FENCE
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PROPOSED CURB
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EXISTING LIGHTING FEATURES
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EXISTING SANITARY SEWER & MANHOLE
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EXISTING STORM SEWER & CATCH BASIN
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EXISTING WATER LINE & VALVE
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EXISTING FIRE HYDRANT
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EXISTING GAS LINE & VALVE
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EXISTING CURB AND DEPRESSED CURB
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EXISTING UTILITY POLE
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EXISTING UNDERGROUND TELECOMM
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EXISTING UNDERGROUND ELECTRIC
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EXISTING OVERHEAD WIRE
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EXISTING TREE LINE
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EXISTING FENCE
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EXISTING SANITARY LATERAL
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EXISTING WATER SERVICE
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EXISTING SIGNS
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DC
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UP
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PROPOSED CONCRETE AREA
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PROPOSED SIGNS
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DETECTABLE WARNING SURFACES
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DWS
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PROPOSED FULL DEPTH PAVED AREA
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PROPOSED SAWCUT LINE
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AutoCAD SHX Text G
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ASPHALT PARKING LOT
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CONC CURB
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CONC CURB
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EDGE OF CARTWAY
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ASPHALT DRIVEWAY ENTRANCE
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EDGE OF CARTWAY
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EDGE OF CARTWAY
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CONC SIDEWALK
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SEAM (TYP)
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BROKEN BRICK WALL
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BROKEN BRICK WALL
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BLOCK WALL
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SIGN "AIRPORT DINER"
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
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DYL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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SIGN "CENTER LANE" W/ ONLY TURN ARROWS
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CONC PAD
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GRASS AREA
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ASPHALT DRIVEWAY
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MARION ROAD 19' ASPHALT CARTWAY WIDTH 30' RIGHT-OF-WAY WIDTH
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ASPHALT DRIVEWAY
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ASPHALT PAVING
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UP NO##
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UP NO##
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UP 54521-43328
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GRASS AREA
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GRASS AREA
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GRASS AREA
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UP W/ AREA LIGHT NO##
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UP NO##
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UP W/ AREA LIGHT 54522-43349
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UP W/ AREA LIGHT 54537-43360
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AREA LIGHT
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WV
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WV
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WV
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WV
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FH
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GV
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GV
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GV
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VALVES
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STORM MH RIM 473.32 INV 468.78 NE 24" CMP INV 468.53 SW 24" CMP
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SAN MH RIM 477.40
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SAN MH RIM 483.21
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STORM MH GRATE TG 476.57 INV 473.89 NE 24" CMP INV 473.59 SW 24" CMP
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STORM MH GRATE TG 480.79 INV 476.96 NE 24" CMP INV 476.78 SW 24" CMP
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BELL MH RIM 480.23
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2X4 INLET TYPE C TG 471.49 INV 467.36 SW 24" RCP
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2X4 INLET TYPE C TG 471.57 INV 467.44 NE 24" RCP INV 467.47 SW 24" RCP
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24"CMP INV 470.10
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ENDWALL TOP OF PIPE 471.56 15" RCP (DEBRIS)
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TOP OF PIPE 472.98 24" HDPE (DEBRIS)
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2X4 INLET TYPE C TG 474.68 INV 471.12 SE 15" CMP
AutoCAD SHX Text 2X2 INLET TYPE M (DAMAGED) TG 483.56 INV 480.32 NE 24" CMP ± CMP INV 480.01 SW 24" CMP
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2X4 INLET TYPE C TG 471.49 INV 467.36 SW 24" RCP
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24" RCP
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24" CMP
AutoCAD SHX Text 15"
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24" CMP
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24" CMP
AutoCAD SHX Text 24"
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
AutoCAD SHX Text 48.1'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text 50'
AutoCAD SHX Text RANDY KUNKLE FAMILY TRUST RANDY L KUNKLE, TRUSTEE INSTR #2023018526 UPI: 63-5443-15-53-1153
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REGENT-KUTZTOWN, LLC INSTR #2019004856 UPI: 63-5443-19-52-2153
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NICHOLAS PRIKIS & SOPHIE PITTAS DBV 2389, PG 764 UPI: 63-5443-19-62-2370
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(APPROX LOCATION)
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8PE GAS MAIN (3.0' COVER)
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8PE GAS MAIN (3.0' COVER)
AutoCAD SHX Text S
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SAN MH RIM 473.32
AutoCAD SHX Text 24.00'
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12.00' DEPRESSED CURB
AutoCAD SHX Text 44.10'
AutoCAD SHX Text 176.16'
AutoCAD SHX Text G
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WM
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
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EDGE OF CARTWAY
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EDGE OF CARTWAY
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EDGE OF CARTWAY
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EDGE OF CARTWAY
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HEDGES
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SWL
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SWL
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SWL
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SWL
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SWL
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SWL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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SOLID-DASHED DYL
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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ASPHALT PAVING
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GRAVEL AREA
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GRAVEL AREA
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ASPHALT DRIVEWAY
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GRASS AREA
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BOULDER
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BOULDER
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BOULDER
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BOULDER
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6" STEEL POST
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2' BOLLARD
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WOOD POST/PANEL
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UP NO##
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ELEC METER
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ASPHALT DRIVEWAY
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ASPHALT PAVING
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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LUCKENBILL ROAD 22' ASPHALT CARTWAY WIDTH RIGHT-OF-WAY WIDTH
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UP NO# # (ABANDONED)
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UP W/ AREA LIGHT 54546-43368
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UP W/ AREA LIGHT 54557-43376
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UP W/ AREA LIGHT V-17 43385
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BURRIED CONC CURB
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UP 54568-43376
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UP V-1
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WV
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WV
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WATER METER
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GV
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GV
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GUY
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WV
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BELL MH RIM 497.00 TOP OF CONDUIT 491.46
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60" TREE
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2X4 INLET TYPE C TG 487.70 INV 484.86 NE 18" CMP INV 484.62 SW 18" CMP
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2X4 INLET TYPE C TG 491.45 INV 488.02 N 18" RCP INV 487.78 SW 18" CMP
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INV 489.20 18" RCP
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CONC WALL
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CONC WALL
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TOP OF PIPE 493.20
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INV 292.97 4" TAR PAPER
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4" PVC
AutoCAD SHX Text 24"
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18" CMP
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18" RCP
AutoCAD SHX Text 47.8'
AutoCAD SHX Text 36.1'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text 50'
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NICHOLAS PRIKIS & SOPHIE PITTAS DBV 2389, PG 764 UPI: 63-5443-19-62-2370
AutoCAD SHX Text
MARCUS B & RODNEY K SIMONETTI INSTR #2015033324 UPI: 63-5443-15-53-8701
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GV
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(APPROX LOCATION)
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8PE GAS MAIN (3.0' COVER)
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8PE GAS MAIN (3.0' COVER)
AutoCAD SHX Text S
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SAN MH RIM 496.86
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GAS LINE (POSSIBLE LOCATION)
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30.00' DEPRESSED CURB
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PROPOSED CONCRETE STEPS REPLACEMENT
AutoCAD SHX Text 44.75'
AutoCAD SHX Text 37.18'
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MAXATAWNY TOWNSHIP
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MAXATAWNY TOWNSHIP, BERKS COUNTY, PENNSYLVANIA
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AutoCAD SHX Text Description
AutoCAD SHX Text Date
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JCM
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PLAN NO.
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SHEET NO.
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PRINCIPAL:
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SCALE:
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DRAWN BY:
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PROJ. MANAGER:
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SEAL:
AutoCAD SHX Text This document and all information and work product represented by and contained herein, is the sole and exclusive property of McCarthy Engineering Associates, Inc. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without the express written permission of McCarthy Engineering Associates, Inc. Copyright, 2023, McCarthy Engineering Associates, Inc. All rights reserved
AutoCAD SHX Text
OF
AutoCAD SHX Text 1"=20'
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GRAPHIC SCALE
AutoCAD SHX Text 1" = 20'
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AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 60'
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230010-KR-
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CF
AutoCAD SHX Text 1011 North Park Road
AutoCAD SHX Text www.McCarthy-Engineering.com
AutoCAD SHX Text Pottstown, PA 19464
AutoCAD SHX Text 2500 East High Street
AutoCAD SHX Text Suite 100
AutoCAD SHX Text Suite 630
AutoCAD SHX Text Phone: 610.373.8001
AutoCAD SHX Text Wyomissing, PA 19610
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DECEMBER 12, 2025
AutoCAD SHX Text
AutoCAD SHX Text
SS
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AutoCAD SHX Text
SITE PLAN
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SI-04
AutoCAD SHX Text Plot Date: 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Site.dwg 12/12/2025 9:37 AM P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Site.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Site.dwg P:\10_Maxatawny Twp\2023\2-2023 DCED Multimodal Trans Grant - Curb Sidewalk\Design\CADD Files\P-Site.dwg
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%%ULEGEND:
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PROPOSED FENCE
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PROPOSED CURB
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EXISTING LIGHTING FEATURES
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EXISTING SANITARY SEWER & MANHOLE
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EXISTING STORM SEWER & CATCH BASIN
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EXISTING WATER LINE & VALVE
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EXISTING FIRE HYDRANT
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EXISTING GAS LINE & VALVE
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EXISTING CURB AND DEPRESSED CURB
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EXISTING UTILITY POLE
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EXISTING UNDERGROUND TELECOMM
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EXISTING UNDERGROUND ELECTRIC
AutoCAD SHX Text G
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EXISTING OVERHEAD WIRE
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EXISTING TREE LINE
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EXISTING FENCE
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EXISTING SANITARY LATERAL
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EXISTING WATER SERVICE
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EXISTING SIGNS
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DC
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UP
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PROPOSED CONCRETE AREA
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PROPOSED SIGNS
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DETECTABLE WARNING SURFACES
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DWS
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PROPOSED FULL DEPTH PAVED AREA
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PROPOSED SAWCUT LINE
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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AutoCAD SHX Text T
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AutoCAD SHX Text G
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WM
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CONC CURB
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CONC CURB
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CONC CURB
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DC
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HEDGES
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HEDGES
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GRAVEL AREA
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BROKEN ASPHALT PAVING
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DYL
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DYL
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DYL
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DYL
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SIGN "KUTZTOWN NAPA AUTO PARTS"
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SIGN ON CONC PAD "KUTZTOWN BIBLE FELLOWSHIP CHURCH"
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LIGHT POST
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GRASS AREA
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GRASS AREA
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LANDSCAPE
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CONC WALL
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GRASS AREA
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GRASS AREA
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BRICK WALKWAY
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9' ASPHALT DRIVEWAY
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CONC WALKWAY
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CONC WALKWAY
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CONC WALKWAY
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8' GRAVEL DRIVEWAY
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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BUSHES
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CONC WALKWAY
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CONC WALKWAY
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CONC STRIP
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CONC STEPS
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CONC WALKWAY
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GRAVEL AREA
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SIGN "RESERVED PARKING"
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8"X8" MARBLE BOLLARD
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LUCKENBILL ROAD 22' ASPHALT CARTWAY WIDTH RIGHT-OF-WAY WIDTH
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CONC APRON
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ASPHALT PAVING
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UP 54583-43393
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UP W/ AREA LIGHT 54603-43409
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UP W/ AREA LIGHT 546619-43421
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UP VZ-13
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UP W/ AREA LIGHT V-17 43385
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BURRIED CONC CURB
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UP 54611-43416
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WATER METER
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WV
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WATER MH RIM 513.00
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WATER METER
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METAL POST
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FH
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GV
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GV
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GV
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GV
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GV
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WV
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BELL MH RIM 510.51
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BELL MH RIM 513.70 TOP OF CONDUIT 510.50
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WV'S
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6" TREE
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4" TREE
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4" TREE
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66" TREE
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12" EVERGREEN
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8"X8" MARBLE BOLLARD
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WEST KUTZTOWN ROAD (T-948) ASPHALT CARTWAY WIDTH VARIES 50' RIGHT-OF-WAY WIDTH
AutoCAD SHX Text 36.1'
AutoCAD SHX Text 36.2'
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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LEGAL RIGHT-OF-WAY LINE
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MARCUS B & RODNEY K SIMONETTI INSTR #2015033324 UPI: 63-5443-15-53-8701
AutoCAD SHX Text NORTH EAST PARTS GROUP OF KUTZTOWN REAL ESTATE, LLC INSTR #2022034221 UPI: 63-5443-15-53-9707
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JACOB & ERIN ELIZABETH HENCH INSTR #2018026566 UPI: 63-5443-15-53-9796
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SHANNON M FLEMING INSTR #2021023412 UPI: 63-5443-15-63-0718
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JOANNE M & ALFRED FURST DBV 4597, PG 2115 UPI: 63-5443-15-63-0840
AutoCAD SHX Text JENNIFER FRITZINGER & LEONARD OHLINGER, JR INSTR #2020039758 UPI: 63-5443-15-63-0872
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KCD PROPERTIES, LLC INSTR #2019005980 UPI: 63-5443-15-63-1804
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JOSEPH A & JULIE A KARAISZ DBV 5240, PG 1793 UPI: 63-5443-15-63-1858
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KCD PROPERTIES, LLC INSTR #2016020380 UPI: 63-5443-15-63-1825
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KUTZTOWN BIBLE FELLOWSHIP CHURCH DBV 2008, PG 827 UPI: 63-5443-15-63-2967
AutoC…
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