2-5100-213 CONTRACT DRAWINGS.pdf

PDF 14 MB Posted May 22, 2026

Attached to: Public Works Facility Low Pressure Pump Station and Force Main Project, Contract No. 5100-221
Solicitation number: Not on record
Issued by: Pennsylvania

About this file

Written by GovTribe AI · May 25, 2026

This is a contract drawings document prepared by CKS Engineers for Warwick Township in Bucks County, Pennsylvania, detailing a sidewalk extension project (Contract No. 5100-213) along Almshouse Road (S.R. 2089). The project encompasses the construction of approximately 871 linear feet of concrete sidewalk, four ADA-compliant curb ramps, 69 linear feet of concrete curb, 65 square yards of asphalt and driveway adjustments, tree removal, pavement markings, installation of two Type M storm inlets with 50 linear feet of HDPE pipe, and comprehensive yard restoration. Construction activities will occur within PennDOT rights-of-way and Township-obtained easements, requiring full restoration of roadway, curb, sidewalk, lawn, and right-of-way areas with necessary erosion and sediment control provisions. The contractor assumes responsibility for all traffic management and control within roadway work zones. The project received HOP Permit Application No. 393467 from PennDOT and design serial number 20251772672 dated June 26, 2025, with the most recent revision dated January 10, 2026. Sealed electronic bids were due by 8:00 AM on Monday, October 6, 2025, through the PennBid platform, with anticipated award on Monday, October 20, 2025.

All bids must include lump sum or unit prices and be accompanied by a certified check or bid bond equal to at least ten percent of the total bid amount, payable to the Township. The Pennsylvania Prevailing Wage Act and Pennsylvania Public Works Employment Verification Act apply to this project due to the estimated cost exceeding $25,000. Successful bidders must pay prevailing wage rates as determined for the project area and ensure all employees, subcontractors, and applicants for employment are legally authorized to work in the United States without discrimination. A Certificate of Insurance naming Warwick Township as an additional insured, with minimum coverage of $1,000,000 per occurrence and $2,000,000 aggregate, must be provided before work commences. The contractor must comply with all PennDOT publications and specifications, including standards for design, construction materials, pavement markings, traffic control, and drainage. Utility notification through Pennsylvania One-Call (1-800-242-1776) is required at least 72 hours prior to excavation, and the contractor must contact the Township Engineer 48 hours in advance of work commencement.

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File	Type	Posted
2-5100-221 CONTRACT DRAWINGS.pdf	PDF	Sep 28, 2026
1-5100-221 CONTRACT DOCUMENTS.pdf	PDF	Sep 28, 2026
1-5100-213 CONTRACT DOCUMENTS.pdf	PDF	May 22, 2026
1-Bid documents Snow 2025-2026 Pennbid.docx	DOCX document	Aug 25, 2025

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WARWICK TOWNSHIP

PREPARED FOR:

BUCKS COUNTY, PENNSYLVANIA

SIDEWALK EXTENSION PROJECT

CONTRACT No. 5100-213

HOP PERMIT APPLICATION NO. 393467

LOCATION MAP

TITLE SHEET

DRAWING TITLE

DRAWING INDEX

SHEET NO.

5 OF 5TRAFFIC CONTROL DETAILS

PREPARED BY:

CKS

ENGINEERS

4259 W. Swamp Road, Suite 410 Doylestown, PA 18902 www.cksengineers.com

215.340.0600AN ARRO CONSULTING COMPANY

CONSTRUCTION DETAILS 4 OF 5

SITE PLAN - ALMSHOUSE ROAD ( S.R. 2089)

GENERAL PLAN NOTES:

1. Right-of-way lines, easements, and property boundary information shown hereon were taken from deeds and plans of record.

2. Topographic information shown hereon is based upon plans of record and limited field surveys conducted by CKS Engineers during the month of July 2025. Vertical datum based on

NAVD88.

3. Location of existing utilities were obtained from various plans and limited field exploration.

They are approximate. Contractor to verify location and depths of all utilities prior to commencing work.

4. The contractor shall be responsible for the locating and markout of all existing utilities in the field prior to commencing work.

5. In accordance with Act 287 as amended, the contractor shall contact all utility companies individually and shall notify the Pennsylvania Utilities “One-Call” service at least 72 hours prior to commencement of any excavation.

6. Contractor shall be responsible for contacting the Township Engineer a minimum of 48 hours in advance of any work being performed on this project.

7. No material shall be placed or any disturbance permitted beyond the right-of-way and/or acquired easements shown hereon without the written permission of the property owner directly involved and approval of the township.

8. The contractor shall be responsible for the clearing, grubbing, paving, topsoiling, fertilizing, and seeding or otherwise restoring all areas disturbed by his activities.

9. Silt fence and/or silt sock shall be placed downslope of all grading and excavation in unimproved areas, except as otherwise shown on the plans.

10. Return roadway and private driveways to preconstruction conditions or better.

11. Contractor shall be responsible for protection and maintenance of traffic at all times in accordance with requirements set forth by PennDOT, see notes and details this plan set.

12. All items damaged as a result of the contractor's operations (i.e. curbing, paving, fences, etc.)

shall be replaced in kind by the contractor, at no cost to Warwick Township.

13. Contractor must maintain access to driveways at all times during construction and provide access through the work zone for the traveling public on all roadways within the project limit.

14. All construction shall be in accordance with PennDOT specifications, Publication 408, latest edition, and the project specifications.

15. If the proposed improvements require the relocation of penndot fiber optic cable(s), the permittee is responsible for the full expense of relocating these facilities. Any fiber optic cable that requires relocation must be moved by a contractor certified by penndot to perform this type of work.

PENNDOT GENERAL PERMIT NOTES

1. HOP APPLICATION NO. 393467

2. APPLICANT: WARWICK TOWNSHIP, 1733 TOWNSHIP GREENE, JAMISON, PA 18929, (215)

343-6100

3. THE EXISTING SPEED LIMIT ON S.R. 2089 IS 35 M.P.H.

4. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH

THE FOLLOWING:

4.1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

4.2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

4.3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

4.4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINOUS MATERIALS (BULLETIN 41)

4.5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

4.6. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

4.7. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

4.8. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

4.9. PENNDOT PUBLICATION 408, SPECIFICATIONS

4.10. PENNDOT PUBLICATION 888 STORMWATER CONTROL MEASURES MANUAL

4.11.PENNDOT PUBLICATION 584 PENNDOT DRAINAGE MANUAL

5. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING.

6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES,

FACILITIES AND DRAINAGE.

7. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT

MARKINGS.

8. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE

EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER FOR WARWICK TOWNSHIP.

9. 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.

10. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE

ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW

PAVEMENT MARKINGS.

11. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN

THE DEPARTMENT'S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES

WITHIN PENNDOT RIGHT-OF-WAY.

12. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE

THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO

COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY

ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND

FACILITIES (ADAAG). PENNDOT “DESIGN MANUAL PART 2”, CHAPTER 6, AND PENNDOT

STANDARDS FOR ROADWAY CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M)

PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE

UTILIZED FOR REFERENCE.

13. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.

14. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY

CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS.

15. A LIST OF PUBLIC UTILITIES ARE INCLUDED ON THE PA ONE CALL NOTIFICATION IN

ACCORDANCE WITH ACT 287-1974.

16. DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

RC-64M - CURBS AND GUTTERS, FEB. 19, 2021

RC-67M - CURB RAMPS AND SIDEWALKS, FEB. 19, 2021

RC-70M - PERIMETER CONTROL DEVICES, FEB. 8, 2019

TC-8600 - PAVEMENT MARKINGS, JUNE 13,2013

17. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER

AT (610) 205-6934 AT LEAST 3 DAYS PRIOR TO THE START OF WORK.

18. THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS

NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH

PAVEMENT OF THE TRAVEL LANE.

19. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF

THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTUCTION MEETING.

IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL

AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH.

20. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE

EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER.

21. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC

(PENNDOT PUBLICATION 111, TC-8600)

PLAN REFERENCES:

1. THE LEGAL RIGHT-OF WAY ON S.R. 2089, FORMERLY L.R. 09046, FROM PENNDOT STA. 243+79.92 TO

STA. 254+50.00 IS VARIABLE FROM 54.50 FEET TO 85 FEET, BASED ON RIGHT-OF-WAY PLAN OF S.R.

0263, SECTION M02 R/W, SIGNED BY THE SECRETARY OF TRANSPORTATION ON JUNE 27, 2012 AND RECORDED IN THE BUCKS COUNTY RECORDER OF DEEDS OFFICE ON JULY 23, 2012 IN BOOK 2012, PAGE 059708.

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AutoCAD SHX Text T:\AUTOCAD\WARWICK TOWNSHIP\5100-213\5100-213DWG LATE SIDEWALK REVS 1_10_2026.DWG

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AutoCAD SHX Text As reprinted from the CKS Engineer's Inc. Street Map of Warwick Township, Bucks County, PA

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UNDERGROUND UTILITY NOTE

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AutoCAD SHX Text LOCATIONS OF EXISTING UTILITIES SHOWN HEREON ARE BASED ON INFORMATION RECEIVED FROM FACILITY OWNERS FOLLOWING A CALL TO PA ONE CALL SYSTEM, INC. COMPLETENESS OR ACCURACY OF TYPE, SIZE, DEPTH, OR HORIZONTAL LOCATION OF UTILITIES CANNOT BE GUARANTEED. CONTRACTORS MUST VERIFY THE LOCATION AND DEPTH OF UNDERGROUND UTILITIES BEFORE THE START OF WORK BY NOTIFYING FACILITY OWNERS, THROUGH THE PA ONE CALL SYSTEM (1-800-242-1776 OR 811), NOT LESS THAN 3 BUSINESS DAYS NOR MORE THAN 10 BUSINESS DAYS IN ADVANCE OF BEGINNING EXCAVATION OR DEMOLITION WORK PER THE REQUIREMENTS OF PA ACTS 287 OF 1974, EFFECTIVE OCTOBER 9, 2008, AS AMENDED.

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AutoCAD SHX Text Warwick Township Bucks County 1733 Township Greene P.O. Box 315 Jamison, PA 18929 Contact : Mark Rambo Email : mrambo@warwickbucks.gov Phone : 215-343-6100

AutoCAD SHX Text Comcast 1004 Cornerstone Blvd. Downingtown, PA 19335 Contact : John Cedrick Salvatierra email : johncedrick_salvatierra@comcast.com Phone : 267-271-9781

AutoCAD SHX Text North Wales Water Authority 200 W. Walnut Street P.O. Box 1339 North Wales, PA 19454 Contact : Joseph Murphy email : jmurphy@nwwater.com Phone : 215-699-4836

AutoCAD SHX Text PECO Energy Co. C/O USIC 450 S. Henderson Road Suite B King of Prussia, PA 19406 Contact : Nikkia Simpkins email : nikkiasimpkins@usicllc.com Phone : 484-681-5720

AutoCAD SHX Text Warwick Township Water & Sewer Authority 1733 Township Greene P.O. Box 315 Jamison, PA 18929 Contact : Daniel Ervin email : dervin@wtwsa.org Phone : 215-343-3584

AutoCAD SHX Text Verizon Business Formerly MCI 7000 Weston Pkwy. Cary, NC 27513 Contact : Victor Wood email : victor.s.wood@verizon.com Phone : 919-414-2782

AutoCAD SHX Text DESIGN SERIAL NO.: 20251772672 (June 26, 2025)

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PROJECT LOCATION

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REF. NO. 5100-213

CKS

ENGINEERS

4259 W. Swamp Road Suite 410 Doylestown, PA 18902 www.cksengineers.com 215.340.0600

AN ARRO CONSULTING COMPANY

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SWL

AutoCAD SHX Text PENNDOT Legal Right Of Way Line

AutoCAD SHX Text S.R. 2089

AutoCAD SHX Text

SEG. 0050

AutoCAD SHX Text

OFFSET 0553

AutoCAD SHX Text S.R. 2089

AutoCAD SHX Text

SEG. 0050

AutoCAD SHX Text

OFFSET 0738

AutoCAD SHX Text Right Of Way Line

AutoCAD SHX Text Existing

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

PENNDOT HOP APPLICATION 393467

AutoCAD SHX Text

PROPOSED 26 L.F. 4' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text Inv. 301.31

AutoCAD SHX Text Inv. 301.86

AutoCAD SHX Text

TBR

AutoCAD SHX Text Existing

AutoCAD SHX Text Tree

AutoCAD SHX Text X

AutoCAD SHX Text 307.09

AutoCAD SHX Text

AutoCAD SHX Text 307.75

AutoCAD SHX Text

AutoCAD SHX Text 307.88

AutoCAD SHX Text 307.69

AutoCAD SHX Text 307.17

AutoCAD SHX Text 307.23

AutoCAD SHX Text 307.46

AutoCAD SHX Text 307.52

AutoCAD SHX Text 308.00

AutoCAD SHX Text

AutoCAD SHX Text 307.40

AutoCAD SHX Text X

AutoCAD SHX Text 308.97

AutoCAD SHX Text

AutoCAD SHX Text 307.24

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text

5' RAMP

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text 4'

AutoCAD SHX Text 5'

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text

5' RAMP

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text 5'

AutoCAD SHX Text

PROPOSED 5' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED 5' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text 5'

AutoCAD SHX Text

PROPOSED DWS

AutoCAD SHX Text

PROPOSED DWS

AutoCAD SHX Text

5 L.F. END CURB TAPER

AutoCAD SHX Text

PROPOSED 2' PAVEMENT ADJUSTMENT

AutoCAD SHX Text

5 L.F. END CURB TAPER

AutoCAD SHX Text

PROPOSED 2' PAVEMENT ADJUSTMENT

AutoCAD SHX Text 5'

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

MATCH EXISTING CONCRETE CURB

AutoCAD SHX Text

MATCH EXISTING CONCRETE CURB

AutoCAD SHX Text

PROPOSED TYPE 4A CURB RAMP

AutoCAD SHX Text

PROPOSED TYPE 4A CURB RAMP

AutoCAD SHX Text 307.27

AutoCAD SHX Text X

AutoCAD SHX Text 307.63

AutoCAD SHX Text X

AutoCAD SHX Text 307.66

AutoCAD SHX Text X

AutoCAD SHX Text 307.66

AutoCAD SHX Text X

AutoCAD SHX Text 307.36

AutoCAD SHX Text X

AutoCAD SHX Text 308.67

AutoCAD SHX Text X

AutoCAD SHX Text 309.05

AutoCAD SHX Text X

AutoCAD SHX Text 308.34

AutoCAD SHX Text X

AutoCAD SHX Text 307.44

AutoCAD SHX Text X

AutoCAD SHX Text 307.50

AutoCAD SHX Text X

AutoCAD SHX Text 307.64

AutoCAD SHX Text 308.01

AutoCAD SHX Text X

AutoCAD SHX Text 307.36

AutoCAD SHX Text X

AutoCAD SHX Text 307.11

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text 307.22

AutoCAD SHX Text X

AutoCAD SHX Text 307.61

AutoCAD SHX Text X

AutoCAD SHX Text 307.82

AutoCAD SHX Text X

AutoCAD SHX Text 307.17

AutoCAD SHX Text X

AutoCAD SHX Text 308.96

AutoCAD SHX Text

TC/BC 307.20

AutoCAD SHX Text 8%

AutoCAD SHX Text X

AutoCAD SHX Text 307.78

AutoCAD SHX Text 2%

AutoCAD SHX Text X

AutoCAD SHX Text 307.68

AutoCAD SHX Text X

AutoCAD SHX Text 307.48

AutoCAD SHX Text X

AutoCAD SHX Text 307.59

AutoCAD SHX Text X

AutoCAD SHX Text 307.68

AutoCAD SHX Text 307.49

AutoCAD SHX Text 4.4%

AutoCAD SHX Text 2%

AutoCAD SHX Text X

AutoCAD SHX Text 308.20

AutoCAD SHX Text X

AutoCAD SHX Text 308.91

AutoCAD SHX Text

RELOCATED STREET SIGN

AutoCAD SHX Text

RELOCATED "STOP" SIGN

AutoCAD SHX Text 307.58

AutoCAD SHX Text X

AutoCAD SHX Text 308.14

AutoCAD SHX Text 2%

AutoCAD SHX Text X

AutoCAD SHX Text 307.55

AutoCAD SHX Text X

AutoCAD SHX Text 307.45

AutoCAD SHX Text 5'

AutoCAD SHX Text X

AutoCAD SHX Text 307.45

AutoCAD SHX Text 5%

AutoCAD SHX Text X

AutoCAD SHX Text

BC 307.22 TC 307.39

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 307.27

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 307.60

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 307.46

AutoCAD SHX Text X

AutoCAD SHX Text

BC 307.53 TC 307.70

AutoCAD SHX Text 1%

AutoCAD SHX Text 2.1%

AutoCAD SHX Text X

AutoCAD SHX Text 307.46

AutoCAD SHX Text 5%

AutoCAD SHX Text X

AutoCAD SHX Text 307.3

AutoCAD SHX Text X

AutoCAD SHX Text 307.35

AutoCAD SHX Text

TC/BC 307.15

AutoCAD SHX Text 307.25

AutoCAD SHX Text 2.8%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 4'

AutoCAD SHX Text

TC/BC 307.39

AutoCAD SHX Text X

AutoCAD SHX Text 308.75

AutoCAD SHX Text 1%

AutoCAD SHX Text 3.1%

AutoCAD SHX Text 1%

AutoCAD SHX Text 307.98

AutoCAD SHX Text X

AutoCAD SHX Text 307.43

AutoCAD SHX Text X

AutoCAD SHX Text 307.61

AutoCAD SHX Text X

AutoCAD SHX Text 307.66

AutoCAD SHX Text X

AutoCAD SHX Text 1.8%

AutoCAD SHX Text 1.4%

AutoCAD SHX Text 2°

AutoCAD SHX Text 4'

AutoCAD SHX Text T:\AUTOCAD\WARWICK TOWNSHIP\5100-213\5100-213DWG LATE SIDEWALK REVS 1_10_2026.DWG

AutoCAD SHX Text 5100-213

AutoCAD SHX Text 11/25/25

AutoCAD SHX Text Date:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text Scale:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text

TNS

AutoCAD SHX Text

MFG

AutoCAD SHX Text Plan No.

AutoCAD SHX Text

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Rev. No.

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text Warwick Township Bucks County, Pennsylvania

AutoCAD SHX Text

SIDEWALK EXTENSION PROJECT WARWICK TOWNSHIP

AutoCAD SHX Text

SITE PLAN - ALMSHOUSE ROAD (S.R. 2089)

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 40 Feet

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 10 Feet

AutoCAD SHX Text 2.5

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

ALMSHOUSE ROAD (S.R. 2089)

AutoCAD SHX Text

MEADOWVIEW

AutoCAD SHX Text Existing Concrete Curb

AutoCAD SHX Text Twp. Right-of-Way Line

AutoCAD SHX Text Edge Of Paving

AutoCAD SHX Text Existing Concrete Curb

AutoCAD SHX Text Existing Type "C" Inlet

AutoCAD SHX Text T.G. 307.11

AutoCAD SHX Text Existing Type "C" Inlet

AutoCAD SHX Text T.G. 307.36

AutoCAD SHX Text T.M.P. 51-5-6

AutoCAD SHX Text N/L

AutoCAD SHX Text Kantilal B. & Hemlatak

AutoCAD SHX Text Mistry

AutoCAD SHX Text 2192 Meadowview Drive

AutoCAD SHX Text T.M.P. 51-5-16

AutoCAD SHX Text N/L

AutoCAD SHX Text Michael G. Christiansen

AutoCAD SHX Text 2191 Meadowview Drive

AutoCAD SHX Text Twp. Right-of-Way Line

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text 21'

AutoCAD SHX Text T-377

AutoCAD SHX Text PENNDOT Legal Right-of-Way Line

AutoCAD SHX Text

AutoCAD SHX Text 12/30/25

AutoCAD SHX Text As Per PENNDOT Review

AutoCAD SHX Text

PROPOSED CONCRETE CURB

AutoCAD SHX Text Existing Water Line and Valve

AutoCAD SHX Text Existing Sewer Line

AutoCAD SHX Text Existing Gas Line

AutoCAD SHX Text Existing Trees to Remain

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text Existing Electric

AutoCAD SHX Text Existing Right-of-Way Line

AutoCAD SHX Text Existing Property Line

AutoCAD SHX Text Existing Concrete Sidewalk

AutoCAD SHX Text

AutoCAD SHX Text Existing Fence

AutoCAD SHX Text Existing Spot Grade Elevation

AutoCAD SHX Text

PROPOSED DETECTABLE WARNING SURFACE (DWS)

AutoCAD SHX Text

PROPOSED CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED TOP OF CURB/BOTTOM OF CURB SPOT GRADE ELEVATION

AutoCAD SHX Text

TC/BC 307.39

AutoCAD SHX Text

PROPOSED STOP BAR

AutoCAD SHX Text

PROPOSED CROSSWALK STRIPING

AutoCAD SHX Text X

AutoCAD SHX Text Existing Single White Line

AutoCAD SHX Text

SWL

AutoCAD SHX Text

PROPOSED EASEMENT LINE

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

TBR

AutoCAD SHX Text

PROPOSED BITUMINOUS DRIVEWAY ADJUSTMENT

AutoCAD SHX Text

EXISTING FENCE TO BE REMOVED

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 2/25/26

AutoCAD SHX Text General Revisions

AutoCAD SHX Text Inv. 301.31

AutoCAD SHX Text Inv. 301.86

AutoCAD SHX Text Exist. 30" ERCP Storm Sewer

AutoCAD SHX Text Existing Storm Sewer

AutoCAD SHX Text

AutoCAD SHX Text 5/14/26

Internal Review

4259 W. Swamp Road Suite 410 Doylestown, PA 18902 www.cksengineers.com 215.340.0600

AN ARRO CONSULTING COMPANY

AutoCAD SHX Text

WAYNE DRIVE

AutoCAD SHX Text Driveway

AutoCAD SHX Text T.M.P. 51-5-17

AutoCAD SHX Text N/L

AutoCAD SHX Text Jeffrey & Kellie Gardosh

AutoCAD SHX Text 2192 Wayne Drive

AutoCAD SHX Text T.M.P. 51-5-36

AutoCAD SHX Text N/L

AutoCAD SHX Text Daniel K. Nichols

AutoCAD SHX Text 2191 Wayne Drive

AutoCAD SHX Text

ALMSHOUSE ROAD

AutoCAD SHX Text Existing Conc. Curb

AutoCAD SHX Text Exist. Edge of Paving

AutoCAD SHX Text T.M.P. 51-3-92

AutoCAD SHX Text N/L

AutoCAD SHX Text Most Revered John J. Krol

AutoCAD SHX Text 1410 Almshouse Road

AutoCAD SHX Text

PECO

AutoCAD SHX Text

PSE&G

AutoCAD SHX Text

AutoCAD SHX Text 18" Pine

AutoCAD SHX Text 18" Tree

AutoCAD SHX Text X

AutoCAD SHX Text 317.30

AutoCAD SHX Text X

AutoCAD SHX Text 317.90

AutoCAD SHX Text X

AutoCAD SHX Text 318.02

AutoCAD SHX Text X

AutoCAD SHX Text 317.89

AutoCAD SHX Text X

AutoCAD SHX Text 316.76

AutoCAD SHX Text X

AutoCAD SHX Text 317.24

AutoCAD SHX Text 36" Tree

AutoCAD SHX Text

AutoCAD SHX Text Existing Type "C" Inlet

AutoCAD SHX Text T.G. 309.59

AutoCAD SHX Text Existing Type "C" Inlet

AutoCAD SHX Text T.G. 309.87

AutoCAD SHX Text Existing Type "M" Brick Inlet

AutoCAD SHX Text T.G. 313.02

AutoCAD SHX Text

SWL

AutoCAD SHX Text Existing Type "M" Brick Inlet

AutoCAD SHX Text T.G. 313.59

AutoCAD SHX Text Exist. Edge of Paving

AutoCAD SHX Text Existing Comm. MH

AutoCAD SHX Text Rim 314.43

AutoCAD SHX Text Existing Comm. MH

AutoCAD SHX Text Rim 314.60

AutoCAD SHX Text T.M.P. 51-5-16

AutoCAD SHX Text N/L

AutoCAD SHX Text Michael G. Christiansen

AutoCAD SHX Text 2191 Meadowview Drive

AutoCAD SHX Text Stop

AutoCAD SHX Text Sign

AutoCAD SHX Text Limit

AutoCAD SHX Text Sign

AutoCAD SHX Text Speed

AutoCAD SHX Text Existing Type "M" Inlet

AutoCAD SHX Text T.G. 316.76

AutoCAD SHX Text S.R. 2089

AutoCAD SHX Text

SEG. 0050

AutoCAD SHX Text

OFFSET 0000

AutoCAD SHX Text (S.R. 2089)

AutoCAD SHX Text T.R. 378

AutoCAD SHX Text 5'

AutoCAD SHX Text

PROPOSED 5' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED 5' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED 5' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SWL

AutoCAD SHX Text Existing Concrete Sidewalk

AutoCAD SHX Text

PROPOSED TYPE 4A

AutoCAD SHX Text

PROPOSED TYPE 4A

AutoCAD SHX Text 20" Pine

AutoCAD SHX Text 24" Pine

AutoCAD SHX Text 22" Maple Tree

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text 20" Pine

AutoCAD SHX Text 24"

AutoCAD SHX Text Manhole

AutoCAD SHX Text Bush

AutoCAD SHX Text Arborvitae

AutoCAD SHX Text Fence

AutoCAD SHX Text 5'

AutoCAD SHX Text Dead

AutoCAD SHX Text Tree

AutoCAD SHX Text Exist. Edge of Paving

AutoCAD SHX Text Fence

AutoCAD SHX Text Driveway

AutoCAD SHX Text

PROPOSED STOP

AutoCAD SHX Text

PROPOSED CROSSWALK STRIPING

AutoCAD SHX Text Fence

AutoCAD SHX Text 6'

AutoCAD SHX Text

CURB RAMP

AutoCAD SHX Text

CURB RAMP

AutoCAD SHX Text PENNDOT Legal Right Of Way Line

AutoCAD SHX Text Twp. Right Of Way Line

AutoCAD SHX Text PENNDOT Legal Right Of Way Line

AutoCAD SHX Text 50'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

SWL

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text Driveway

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text 10'

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

PROPOSED SIDEWALK EASEMENT

AutoCAD SHX Text

EXISTING FENCE TO BE REMOVED

AutoCAD SHX Text

BY CONTRACTOR.

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text Bituminous

AutoCAD SHX Text 1.8%

AutoCAD SHX Text 2%

AutoCAD SHX Text 7'

AutoCAD SHX Text 5'

AutoCAD SHX Text 6'

AutoCAD SHX Text 1%

AutoCAD SHX Text 8%

AutoCAD SHX Text 2%

AutoCAD SHX Text 8%

AutoCAD SHX Text

PROPOSED BITUMINOUS

AutoCAD SHX Text

DRIVEWAY ADJUSTMENT

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text 5'

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text 11'

AutoCAD SHX Text 20'

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

PROPOSED 26 L.F. 4' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

TRANSITION PROPOSED 4' WIDE

AutoCAD SHX Text

CONCRETE SIDEWALK 6"

AutoCAD SHX Text

FROM PECO UP

AutoCAD SHX Text

TBR

AutoCAD SHX Text

REPLACEMENT BY OTHERS.

AutoCAD SHX Text

END EXISTING FENCE TO BE

AutoCAD SHX Text

REMOVED BY CONTRACTOR.

AutoCAD SHX Text

REPLACEMENT BY

AutoCAD SHX Text

BAR

AutoCAD SHX Text

OTHERS.

AutoCAD SHX Text Pine

AutoCAD SHX Text

TBR

AutoCAD SHX Text Driveway

AutoCAD SHX Text

EXISTING FENCE TO BE

AutoCAD SHX Text

REMOVED BY CONTRACTOR.

AutoCAD SHX Text

REPLACEMENT BY OTHERS.

AutoCAD SHX Text

END EXISTING FENCE TO BE

AutoCAD SHX Text

REMOVED BY CONTRACTOR.

AutoCAD SHX Text

REPLACEMENT BY OTHERS.

AutoCAD SHX Text Fence

AutoCAD SHX Text 11' X 20'

AutoCAD SHX Text Inv. 308.22

AutoCAD SHX Text Inv. 308.99

AutoCAD SHX Text Driveway

AutoCAD SHX Text

PROPOSED INLET & STORM SEWER

AutoCAD SHX Text

SEE ENLARGED PLAN BELOW

AutoCAD SHX Text

PROPOSED INLET &

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SEE ENLARGED

AutoCAD SHX Text

PLAN BELOW

AutoCAD SHX Text 313.02

AutoCAD SHX Text X

AutoCAD SHX Text 313.02

AutoCAD SHX Text 313.32

AutoCAD SHX Text 313.56

AutoCAD SHX Text 313.62

AutoCAD SHX Text 312.85

AutoCAD SHX Text 313.74

AutoCAD SHX Text 313.59

AutoCAD SHX Text 313.43

AutoCAD SHX Text 313.44

AutoCAD SHX Text 313.45

AutoCAD SHX Text 314.78

AutoCAD SHX Text 313.44

AutoCAD SHX Text 313.62

AutoCAD SHX Text 313.42

AutoCAD SHX Text 313.59

AutoCAD SHX Text 313.83

AutoCAD SHX Text 314.52

AutoCAD SHX Text X

AutoCAD SHX Text 313.75

AutoCAD SHX Text

PROPOSED 5' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text 5'

AutoCAD SHX Text

5' END CURB TAPER

AutoCAD SHX Text 5'

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

PROPOSED 5' WIDE CONCRETE SIDEWALK

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 313.31

AutoCAD SHX Text X

AutoCAD SHX Text

BC 313.25

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 313.63

AutoCAD SHX Text X

AutoCAD SHX Text

BC 313.64

AutoCAD SHX Text

5.5' DEP. CURB

AutoCAD SHX Text

5' END CURB TAPER

AutoCAD SHX Text

5' END CURB TAPER

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text

5' END CURB TAPER

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 313.14

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 1.3%

AutoCAD SHX Text X

AutoCAD SHX Text 313.65

AutoCAD SHX Text 2%

AutoCAD SHX Text 6.5%

AutoCAD SHX Text X

AutoCAD SHX Text 313.83

AutoCAD SHX Text X

AutoCAD SHX Text 313.78

AutoCAD SHX Text 0.15%

AutoCAD SHX Text X

AutoCAD SHX Text 314.72

AutoCAD SHX Text X

AutoCAD SHX Text 314.62

AutoCAD SHX Text 1.23%

AutoCAD SHX Text X

AutoCAD SHX Text 313.6

AutoCAD SHX Text 2%

AutoCAD SHX Text 2.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

6' DEP. CURB

AutoCAD SHX Text 1.3%

AutoCAD SHX Text 313.70

AutoCAD SHX Text X

AutoCAD SHX Text 313.72

AutoCAD SHX Text X

AutoCAD SHX Text 313.56

AutoCAD SHX Text X

AutoCAD SHX Text 314.44

AutoCAD SHX Text X

AutoCAD SHX Text 313.31

AutoCAD SHX Text X

AutoCAD SHX Text 315.93

AutoCAD SHX Text X

AutoCAD SHX Text 313.39

AutoCAD SHX Text 313.89

AutoCAD SHX Text X

AutoCAD SHX Text 313.76

AutoCAD SHX Text X

AutoCAD SHX Text 313.41

AutoCAD SHX Text X

AutoCAD SHX Text 313.66

AutoCAD SHX Text X

AutoCAD SHX Text 312.82

AutoCAD SHX Text X

AutoCAD SHX Text 313.31

AutoCAD SHX Text X

AutoCAD SHX Text 312.74

AutoCAD SHX Text X

AutoCAD SHX Text 313.31

AutoCAD SHX Text X

AutoCAD SHX Text 313.41

AutoCAD SHX Text X

AutoCAD SHX Text 312.95

AutoCAD SHX Text X

AutoCAD SHX Text 313.42

AutoCAD SHX Text 313.7

AutoCAD SHX Text 0.6%

AutoCAD SHX Text 2%

AutoCAD SHX Text 0.6%

AutoCAD SHX Text 1.4%

AutoCAD SHX Text

AREA TO BE REGRADED TO PROVIDE POSITIVE DRAINAGE TO NEW INLET

AutoCAD SHX Text

PROPOSED 2' PAVEMENT ADJUSTMENT

AutoCAD SHX Text

PROPOSED TYPE 4A CURB RAMP

AutoCAD SHX Text

PROPOSED TYPE 4A CURB RAMP

AutoCAD SHX Text 313.70

AutoCAD SHX Text X

AutoCAD SHX Text 314.58

AutoCAD SHX Text X

AutoCAD SHX Text 313.00

AutoCAD SHX Text X

AutoCAD SHX Text 314.10

AutoCAD SHX Text X

AutoCAD SHX Text 313.06

AutoCAD SHX Text 313.99

AutoCAD SHX Text X

AutoCAD SHX Text 313.42

AutoCAD SHX Text X

AutoCAD SHX Text 313.51

AutoCAD SHX Text 315.21

AutoCAD SHX Text X

AutoCAD SHX Text 313.52

AutoCAD SHX Text 313.41

AutoCAD SHX Text X

AutoCAD SHX Text 313.55

AutoCAD SHX Text X

AutoCAD SHX Text 313.51

AutoCAD SHX Text X

AutoCAD SHX Text 313.78

AutoCAD SHX Text X

AutoCAD SHX Text 313.05

AutoCAD SHX Text X

AutoCAD SHX Text 312.93

AutoCAD SHX Text X

AutoCAD SHX Text 313.04

AutoCAD SHX Text X

AutoCAD SHX Text 314.07

AutoCAD SHX Text X

AutoCAD SHX Text 313.10

AutoCAD SHX Text X

AutoCAD SHX Text 312.90

AutoCAD SHX Text 313.58

AutoCAD SHX Text 6.8%

AutoCAD SHX Text

PROPOSED DWS

AutoCAD SHX Text

PROPOSED DWS

AutoCAD SHX Text 1.6%

AutoCAD SHX Text X

AutoCAD SHX Text 313.33

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text

TC/BC 313.23

AutoCAD SHX Text X

AutoCAD SHX Text

BC 313.17 TC 313.34

AutoCAD SHX Text 0.5%

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 313.27

AutoCAD SHX Text

BC 313.28 TC 313.45

AutoCAD SHX Text 1.5%

AutoCAD SHX Text X

AutoCAD SHX Text 313.66

AutoCAD SHX Text X

AutoCAD SHX Text 313.70

AutoCAD SHX Text

2' CURB TAPER

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text

BC 313.66 TC 313.83

AutoCAD SHX Text X

AutoCAD SHX Text

TC/BC 313.65

AutoCAD SHX Text 0.6%

AutoCAD SHX Text

BC 313.62 TC 313.71

AutoCAD SHX Text X

AutoCAD SHX Text 313.67

AutoCAD SHX Text

RELOCATED STOP SIGN

AutoCAD SHX Text

PROPOSED SIDEWALK EASEMENT

AutoCAD SHX Text

PROPOSED SIDEWALK EASEMENT

AutoCAD SHX Text X

AutoCAD SHX Text 313.25

AutoCAD SHX Text 313.35

AutoCAD SHX Text

TC/BC 313.68

AutoCAD SHX Text X

AutoCAD SHX Text 4'

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1%

AutoCAD SHX Text 4'

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 1%

AutoCAD SHX Text

AREA TO BE REGRADED TO PROVIDE POSITIVE DRAINAGE TO NEW INLET

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

PROPOSED TYPE "M" INLET T.G. 312.60 INV. 308.35

AutoCAD SHX Text

PROPOSED 26 L.F. 18" HDPE @ 0.5% (SEE PROFILE 'A')

AutoCAD SHX Text

PROPOSED 24 L.F. 18" HDPE @ 0.5% (SEE PROFILE 'B')

AutoCAD SHX Text

PROPOSED TYPE "M" INLET T.G. 312.85 INV. 309.11

AutoCAD SHX Text 36" CMP Storm Sewer

AutoCAD SHX Text

TO BE REMOVED AND RECONNECTED TO NEW INLET

AutoCAD SHX Text Brick Inlet

AutoCAD SHX Text T.G. 313.02

AutoCAD SHX Text Inv. 308.22

AutoCAD SHX Text Exist. Grade Along

AutoCAD SHX Text T.G. 312.60

AutoCAD SHX Text

INV. 308.35

AutoCAD SHX Text

PROP. TYPE 'M' INLET

AutoCAD SHX Text 0+00

AutoCAD SHX Text

AutoCAD SHX Text 0+40

AutoCAD SHX Text

AutoCAD SHX Text @ 0.5%

AutoCAD SHX Text

PROP. 26 L.F. 18" HDPE

AutoCAD SHX Text

AutoCAD SHX Text Proposed Storm Sewer

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

GRADING

AutoCAD SHX Text Exist. Type 'M'

AutoCAD SHX Text T.G. 313.59

AutoCAD SHX Text Inv. 308.99

AutoCAD SHX Text Along

AutoCAD SHX Text T.G. 312.85

AutoCAD SHX Text

INV. 309.11

AutoCAD SHX Text

PROP. TYPE 'M' INLET

AutoCAD SHX Text 0+00

AutoCAD SHX Text

AutoCAD SHX Text 0+40

AutoCAD SHX Text

AutoCAD SHX Text @ 0.5%

AutoCAD SHX Text

PROP. 24 L.F. 18" HDPE

AutoCAD SHX Text Proposed Storm Sewer

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PROPOSED

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SIDEWALK

AutoCAD SHX Text Exist. Grade Along

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PROPOSED

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GRADING

AutoCAD SHX Text Brick Inlet

AutoCAD SHX Text Exist. Type 'M'

AutoCAD SHX Text T:\AUTOCAD\WARWICK TOWNSHIP\5100-213\5100-213DWG LATE SIDEWALK REVS 1_10_2026.DWG

AutoCAD SHX Text 5100-213

AutoCAD SHX Text 11/25/25

AutoCAD SHX Text Date:

AutoCAD SHX Text Checked By:

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AS NOTED

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TNS

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MFG

AutoCAD SHX Text Plan No.

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AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Rev. No.

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text Warwick Township Bucks County, Pennsylvania

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SIDEWALK EXTENSION PROJECT WARWICK TOWNSHIP

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SITE PLAN - ALMSHOUSE ROAD (S.R. 2089)

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%%UPLAN VIEW

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SCALE: 1" = 20'

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AutoCAD SHX Text 40 Feet

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SCALE: 1" = 20'

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%%UPLAN VIEW

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SCALE: 1" = 5'

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AutoCAD SHX Text 10 Feet

AutoCAD SHX Text 2.5

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SCALE: 1" = 5'

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ALMSHOUSE ROAD (S.R. 2089)

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WAYNE DRIVE

AutoCAD SHX Text Edge Of Paving

AutoCAD SHX Text Existing Type "M" Brick Inlet

AutoCAD SHX Text T.G. 313.02

AutoCAD SHX Text Existing Type "M" Brick Inlet

AutoCAD SHX Text T.G. 313.59

AutoCAD SHX Text Twp. Right-of-Way Line

AutoCAD SHX Text T.M.P. 51-5-36

AutoCAD SHX Text N/L

AutoCAD SHX Text Daniel K. Nichols

AutoCAD SHX Text 2191 Wayne Drive

AutoCAD SHX Text T.M.P. 51-5-17

AutoCAD SHX Text N/L

AutoCAD SHX Text Jeffrey & Kellie Gardosh

AutoCAD SHX Text 2192 Wayne Drive

AutoCAD SHX Text Fence

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AutoCAD SHX Text 20'

AutoCAD SHX Text Dead

AutoCAD SHX Text Tree

AutoCAD SHX Text PENNDOT Legal Right-of-Way Line

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PROPOSED CONCRETE CURB

AutoCAD SHX Text Existing Water Line and Valve

AutoCAD SHX Text Existing Sewer Line

AutoCAD SHX Text Existing Gas Line

AutoCAD SHX Text Existing Trees to Remain

AutoCAD SHX Text Existing Contours

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LEGEND

AutoCAD SHX Text Existing Electric

AutoCAD SHX Text Existing Right-of-Way Line

AutoCAD SHX Text Existing Property Line

AutoCAD SHX Text Existing Concrete Sidewalk

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AutoCAD SHX Text Existing Fence

AutoCAD SHX Text Existing Spot Grade Elevation

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PROPOSED DETECTABLE WARNING SURFACE (DWS)

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PROPOSED CONCRETE SIDEWALK

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PROPOSED TOP OF CURB/BOTTOM OF CURB SPOT GRADE ELEVATION

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TC/BC 307.39

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PROPOSED STOP BAR

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PROPOSED CROSSWALK STRIPING

AutoCAD SHX Text X

AutoCAD SHX Text 50'

AutoCAD SHX Text T.R. 378

AutoCAD SHX Text Existing Single White Line

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SWL

AutoCAD SHX Text PENNDOT Legal Right-of-Way Line

AutoCAD SHX Text P

AutoCAD SHX Text L

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PROPOSED EASEMENT LINE

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TO BE REMOVED

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TBR

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AutoCAD SHX Text 12/30/25

AutoCAD SHX Text As Per PENNDOT Review

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PROPOSED BITUMINOUS DRIVEWAY ADJUSTMENT

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EXISTING FENCE TO BE REMOVED

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AutoCAD SHX Text 2/25/26

AutoCAD SHX Text General Revisions

AutoCAD SHX Text X

AutoCAD SHX Text Inv. 308.22

AutoCAD SHX Text Inv. 308.99

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PROPOSED STORM SEWER AND INLET

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%%USTORM SEWER PROFILE 'A'

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SCALE:

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HORIZ. 1" = 10'-0"

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VERT. 1" = 2'-0"

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%%USTORM SEWER PROFILE 'B'

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SCALE:

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HORIZ. 1" = 10'-0"

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VERT. 1" = 2'-0"

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(2) - Exist. 4" HDPE

AutoCAD SHX Text Existing Storm Sewer

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AutoCAD SHX Text 5/14/26

4259 W. Swamp Road Suite 410 Doylestown, PA 18902 www.cksengineers.com 215.340.0600

AN ARRO CONSULTING COMPANY

AutoCAD SHX Text T:\AUTOCAD\WARWICK TOWNSHIP\5100-213\5100-213DWG LATE SIDEWALK REVS 1_10_2026.DWG

AutoCAD SHX Text %%uTEMPORARY STABILIZATION AND PERMANENT STABILIZATION

AutoCAD SHX Text %%uGENERAL EROSION AND SEDIMENTATION NOTES

AutoCAD SHX Text %%uPERMANENT SOIL STABILIZATION SPECIFICATIONS

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1. FERTILIZER - 10-20-10 AT A RATE OF 25 LBS./1000 S.F.

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2. LIMESTONE - 135 LBS./1000 S.F. (DOLOMITIC LIMESTONE)

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3. SEED - MIXTURE OF KENTUCKY BLUEGRASS, RED FESCUE

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AND PERENNIAL RYEGRASS ALL AT A RATE OF

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BE ANCHORED BY USE OF A MULCH ANCHORING TOOL.

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AT A RATE OF 140 LBS./1000 S.F. MULCH TO

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4. MULCH - SMALL GRAIN STRAW

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SEVEN (7) LBS./1000 S.F.

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ANCHORING TOOL.

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4. MULCH - HAY OR SMALL GRAIN STRAW

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3. SEED - ANNUAL RYEGRASS AT A RATE OF ONE (1)

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MULCH TO BE ANCHORED BY USE OF A MULCH

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AT A RATE OF 3 TONS/ACRE.

AutoCAD SHX Text %%uTEMPORARY SOIL STABILIZATION SPECIFICATIONS

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2. LIMESTONE - 90 LBS./1000 S.F. (PULVERIZED DOLOMITIC

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1. FERTILIZER - 10-20-10 AT A RATE OF 25 LBS./1000 S.F.

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LIMESTONE)

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LB./1000 S.F.

AutoCAD SHX Text %%uFOR STEEP SLOPES 2:1 AND GREATER

AutoCAD SHX Text 5.

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EROSION

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CONTROL

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BLANKET

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"NORTH AMERICAN GREEN - C125BN"

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BIODEGRADABLE EROSION CONTROL BLANKET

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SECURED WITH PEGS OR STAPLES AT A

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RATE OF 1.75 PEGS/STAPLES PER SQ. YD.

AutoCAD SHX Text N.T.S.

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12 IN. MIN.

AutoCAD SHX Text SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

AutoCAD SHX Text BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX Text COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURERS SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

AutoCAD SHX Text UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

AutoCAD SHX Text ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

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TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

AutoCAD SHX Text COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

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NOTES:

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12"COMPOST FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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EXISTING CONTOURS

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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COMPOST FILTER SOCK

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COMPOST FILTER SOCK

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DISTURBED AREAS

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UNDISTURBED AREAS

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FLOW

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UNDISTURBED AREAS

AutoCAD SHX Text APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT THE RECYCLING OR DISPOSAL OF CONSTRUCTION WASTES ASSOCIATED WITH OR FROM THE PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH D.E.P. REGULATIONS. AS WELL AS ANY APPLICABLE FEDERAL, STATE AND LOCAL LAWS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO EXCESS EXCAVATED MATERIALS, CONCRETE WASH WATER, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. EXCAVATED MATERIAL FROM UNIMPROVED AREAS, SHALL, IF SUITABLE, BE USED FOR BACKFILL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIALS IS PREFERRED RATHER THAN DISPOSAL.

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RECYCLING NOTE :

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INLET GRATE

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1" REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 4'-0"

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2 MIN

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1' MIN

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2 MIN

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ISOMETRIC VIEW

AutoCAD SHX Text 2"x2"x3/4" RUBBER BLOCK (TYP)

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BAG DETAIL

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1/4" NYLON ROPE EXPANSION RESTRAINT

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INSTALLATION DETAIL

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BERM

AutoCAD SHX Text N.T.S.

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PLAN VIEW

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NOTE:

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ELEVATION VIEW

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SANDBAG

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CURB

AutoCAD SHX Text SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

AutoCAD SHX Text EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED.

AutoCAD SHX Text INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS REQUIRED FOR ALL INSTALLATIONS.

AutoCAD SHX Text

MAXIMUM DRAINAGE AREA = 1/2 ACRE

AutoCAD SHX Text SITE CONTRACTOR IS RESPONSIBLE FOR PREPARING A PPC PLAN (PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN) IN COMPLIANCE WITH PADEP REGULATIONS, AND HAVING THE APPROPRIATE PROVISIONS AVAILABLE ON SITE AT ALL TIMES.

AutoCAD SHX Text ENVIRONMENTAL DUE DILIGENCE IS INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS

AutoCAD SHX Text CLEAN FILL IS DEFINED AS UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL.

AutoCAD SHX Text SITE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINATION OF CLEAN FILL ON ANY FILL IMPORTED FROM AN OFF-SITE LOCATION OR ANY EXCESS FILL THAT WILL BE EXPORTED TO AN OFF-SITE LOCATION.

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FILL MATERIALS :

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PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN:

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE.

AutoCAD SHX Text CONTACT WARWICK TOWNSHIP AT LEAST THREE WORKING DAYS PRIOR TO SITE DISTURBANCE ACTIVITY, ALL CONTRACTORS INVOLVED IN THAT ACTIVITY SHALL NOTIFY THE PENNSYLVANIA ONE-CALL SYSTEM INC, AT 1-800-242-1776 TO DETERMINED ANY UNDERGROUND UTILITIES LOCATIONS, AutoCAD SHX Text AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE…

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File details come from the government source that posted it. Updated May 25, 2026.