4-83250-126-2 Hepford Park Path Repaving Plan.pdf

BASE BID

ALT #3

ALT #1

ALT #2

RELOCATE PATH

REMOVE TREE

REMOVE TREE

NLOCATION MAP

SCALE: 1"= 700'

GRAPHIC SCALE

GENERAL NOTES

SITE

THE LOCATIONS OF ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND MUST BE

VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL CONTACT PA ONE-CALL AT 811 AT LEAST 3-DAYS BEFORE PROCEEDING WITH ANY

EXCAVATION. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE FIELD

LOCATIONS OF ALL EXISTING UNDERGROUND AND AERIAL UTILITIES FROM BOTH THE UTILITY

COMPANIES AND/OR BY TEST PITS PRIOR TO BEGINNING WORK. ALL UTILITY SERVICES WITHIN

THE LIMITS OF WORK MUST ALSO BE FIELD LOCATED PRIOR TO EXCAVATION WORK.

CONTRACTORS ARE TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM THE

PLAN INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO TAKE ALL PREVENTIVE

MEASURES TO PROTECT THE LINES IN ACCORDANCE WITH THE PA ONE-CALL ACT.

1. BOUNDARY INFORMATION SHOWN IS FROM DEEDS AND PLANS OF RECORD, THIS PLAN DOES NOT REPRESENT BOUNDARY SURVEY PERFORMED BY THIS OFFICE. TOPOGRAPHIC & IMPROVEMENTS SHOWN HEREON ARE TAKEN FROM A FIELD SURVEY PERFORMED BY CATANIA ENGINEERING ASSOCIATE, INC. ON JANUARY 25, 2022.

2. CONTOURS PLOTTED FROM FIELD RUN TOPOGRAPHIC SURVEY BY CATANIA ENGINEERING ASSOCIATES, INC.. DATUM:

ASSUMED, SITE BENCH INLET GRATE AT THE INTERSECTION OF ALBANY CT AND NEW JERSEY AVE, ELEVATION= 99.13, CONTOUR INTERVAL: 1 FOOT.

3. UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM OBSERVABLE EVIDENCE AT THE TIME OF SURVEY AND INFORMATION FROM PLANS SUPPLIED BY UTILITY COMPANIES. NO GUARANTEE IS MADE THAT UNDERGROUND

UTILITIES ARE ACCURATELY OR COMPLETELY SHOWN HEREON.

4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT, WHICH WOULD DISCLOSE ANY

RIGHTS, RESERVATIONS, EASEMENTS, ETC... OF RECORD.

5. ZONING INFORMATION OBTAINED FROM TOWNSHIP ZONING ORDINANCE (AS POSTED ON THE TOWNSHIP WEBSITE) AT TIME OF SURVEY, PROJECT ENGINEER IS RESPONSIBLE FOR CHECKING LATEST TOWNSHIP ORDINANCES FOR ANY &

ALL UPDATES OR TOWNSHIP REVISIONS.

6. THIS PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONE X, AN AREA OF MINIMAL FLOOD PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR DELAWARE COUNTY, PA. MAP NO. 42045C0094F, DATED NOVEMBER 18, 2009.

CEA

ALT #1:

- REPAVE EXISTING PATH

- RELOCATE PATH

- ADD NEW PATH TO DUGOUT

ALT #2

- REPAVE EXISTING PATH

- ADD NEW PATH TO DUGOUT

ALT #3

- REPAVE EXISTING PATH

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6' WALKWAY EASEMENT (PER DB2235, PG1141)

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6' WALKWAY EASEMENT (PER DB2235, PG1145)

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DOVER CT.

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AUSTIN CT.

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ALBANY COURT

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NEW JERSEY AVENUE

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N/L LANDS OF JOANN M. RUDISILL UPI#34-00-01741-33 DEED BOOK 150, PAGE 634

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N/L LANDS OF JERRY & SUSAN WORRELL UPI#34-00-01741-34 DEED BOOK 4753, PAGE 1474

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N/L LANDS OF DERBY STREET INVEST II UPI#34-00-01741-35 DEED BOOK 6743, PAGE 2553

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N/L LANDS OF JOHN E. KNAPP TRUST UPI#34-00-01741-36 DEED BOOK 6085, PAGE 1750

AutoCAD SHX Text N/L LANDS OF GLENN A. GABE & JOSEPH A. CAVILLE UPI#34-00-01353-03 DEED BOOK 4267, PAGE 1547

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N/L LANDS OF ALTAY A. AKGUN UPI#34-00-01353-06 DEED BOOK 6137, PAGE 2055

AutoCAD SHX Text N/L LANDS OF JOSEPH CAVILLE & GLENN A. GABE UPI#34-00-01741-05 DEED BOOK 5785, PAGE 2117

AutoCAD SHX Text N/L LANDS OF GLENN A. GABE & JOSEPH A. CAVILLE UPI#34-00-01741-04 DEED BOOK 5880, PAGE 851

AutoCAD SHX Text N/L LANDS OF LUTFULAH GHAFARI & FRESHTA & KATHRINE SIDIQI UPI#34-00-00062-21 DEED BOOK 6592, PAGE 269

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N/L LANDS OF MARY ELLEN SCHMIDTI UPI#34-00-00062-15 DEED BOOK 4844, PAGE 1073

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N/L LANDS OF JENNIFER C. MILLER UPI#34-00-00821-11 DEED BOOK 4940, PAGE 896

AutoCAD SHX Text N/L LANDS OF MICHAEL & MARCIA L. COPPS PINO UPI#34-00-00821-01 DEED BOOK 6440, PAGE 164

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N/L LANDS OF MARGARET ROSE OHANLON UPI#34-00-00839-08 DEED BOOK 961, PAGE 933

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N/L LANDS OF B. ANNE EDWARDS UPI#34-00-00839-01 DEED BOOK 6057, PAGE 1383

AutoCAD SHX Text N/L LANDS OF JOSEPH L. & ANNA MARIE ELIA UPI#34-00-00689-01 DEED BOOK 535, PAGE 870

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N/L LANDS OF ALISTAIR P. SMITH UPI#34-00-00062-08 DEED BOOK 1576, PAGE 1476

AutoCAD SHX Text N/L LANDS OF GLENN A. GABE & JOSEPH A. CAVILLE UPI#34-00-00062-01 DEED BOOK 2805, PAGE 2139

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N/L LANDS OF SEAN KNAPP UPI#34-00-02689-14 DEED BOOK 6471, PAGE 979

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N/L LANDS OF AMER HUSSEIN UPI#34-00-01741-28 DEED BOOK 6249, PAGE 417

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N/L LANDS OF STEADY VBN LLC UPI#34-00-01741-29 DEED BOOK 6634, PAGE 3259

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N/L LANDS OF EVELYN & CRAIG SPEDDEN UPI#34-00-01741-30 DEED BOOK 1693, PAGE 2175

AutoCAD SHX Text N/L LANDS OF GLENN A. GABE & JOSEPH A. CAVILLE UPI#34-00-01741-31 DEED BOOK 5144, PAGE 214

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APPROXIMATE LOCATION OF WATER LINE

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AutoCAD SHX Text 1 inch = 30 feet

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AutoCAD SHX Text Pennsylvania One Call System, Inc.

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CALL BEFORE YOU DIG!

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CONSTRUCTION PHASE AND 10 WORKING

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DAYS IN DESIGN STAGE - STOP CALL 8-1-1

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PENNSYLVANIA LAW REQUIRES

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3 WORKING DAYS NOTICE FOR

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text PA ONE CALL No.

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8-1-1 (WITHIN PA.)

AutoCAD SHX Text 20220311433

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NO.

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DATE

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REVISION

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CKD. BY

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CKD. BY

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DWN. BY

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DSG. BY

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SHEETS

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OF

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SHEET

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DRAWING NO.

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SCALE

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DATE

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DWN. BY

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FIELD BOOK/PAGE

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CAUTION: TO INSURE VALIDITY OF PLAN

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REGISTRATION SEAL MUST BE IN RED INK.

AutoCAD SHX Text CATANIA ENGINEERING ASSOCIATES, INC. 520 WEST MacDADE BLVD. MILMONT PARK, PA. 19033 TEL. (610) 532-2884 FAX. (610) 532-2923 EMAIL: office10@cataniaengineering.com

AutoCAD SHX Text INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF NFORMATION SHOWN ON THIS PLAN IS THE RESULT OF FORMATION SHOWN ON THIS PLAN IS THE RESULT OF ORMATION SHOWN ON THIS PLAN IS THE RESULT OF RMATION SHOWN ON THIS PLAN IS THE RESULT OF MATION SHOWN ON THIS PLAN IS THE RESULT OF ATION SHOWN ON THIS PLAN IS THE RESULT OF TION SHOWN ON THIS PLAN IS THE RESULT OF ION SHOWN ON THIS PLAN IS THE RESULT OF ON SHOWN ON THIS PLAN IS THE RESULT OF N SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF SHOWN ON THIS PLAN IS THE RESULT OF HOWN ON THIS PLAN IS THE RESULT OF OWN ON THIS PLAN IS THE RESULT OF WN ON THIS PLAN IS THE RESULT OF N ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF ON THIS PLAN IS THE RESULT OF N THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF THIS PLAN IS THE RESULT OF HIS PLAN IS THE RESULT OF IS PLAN IS THE RESULT OF S PLAN IS THE RESULT OF PLAN IS THE RESULT OF PLAN IS THE RESULT OF LAN IS THE RESULT OF AN IS THE RESULT OF N IS THE RESULT OF IS THE RESULT OF IS THE RESULT OF S THE RESULT OF THE RESULT OF THE RESULT OF HE RESULT OF E RESULT OF RESULT OF RESULT OF ESULT OF SULT OF ULT OF LT OF T OF OF OF F PROFESSIONAL SERVICES AS RENDERED BY CATANIA ROFESSIONAL SERVICES AS RENDERED BY CATANIA OFESSIONAL SERVICES AS RENDERED BY CATANIA FESSIONAL SERVICES AS RENDERED BY CATANIA ESSIONAL SERVICES AS RENDERED BY CATANIA SSIONAL SERVICES AS RENDERED BY CATANIA SIONAL SERVICES AS RENDERED BY CATANIA IONAL SERVICES AS RENDERED BY CATANIA ONAL SERVICES AS RENDERED BY CATANIA NAL SERVICES AS RENDERED BY CATANIA AL SERVICES AS RENDERED BY CATANIA L SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA SERVICES AS RENDERED BY CATANIA ERVICES AS RENDERED BY CATANIA RVICES AS RENDERED BY CATANIA VICES AS RENDERED BY CATANIA ICES AS RENDERED BY CATANIA CES AS RENDERED BY CATANIA ES AS RENDERED BY CATANIA S AS RENDERED BY CATANIA AS RENDERED BY CATANIA AS RENDERED BY CATANIA S RENDERED BY CATANIA RENDERED BY CATANIA RENDERED BY CATANIA ENDERED BY CATANIA NDERED BY CATANIA DERED BY CATANIA ERED BY CATANIA RED BY CATANIA ED BY CATANIA D BY CATANIA BY CATANIA BY CATANIA Y CATANIA CATANIA CATANIA ATANIA TANIA ANIA NIA IA A ENGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS NGINEERING ASSOCIATES, INC. REPRODUCTION OF THIS GINEERING ASSOCIATES, INC. REPRODUCTION OF THIS INEERING ASSOCIATES, INC. REPRODUCTION OF THIS NEERING ASSOCIATES, INC. REPRODUCTION OF THIS EERING ASSOCIATES, INC. REPRODUCTION OF THIS ERING ASSOCIATES, INC. REPRODUCTION OF THIS RING ASSOCIATES, INC. REPRODUCTION OF THIS ING ASSOCIATES, INC. REPRODUCTION OF THIS NG ASSOCIATES, INC. REPRODUCTION OF THIS G ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS ASSOCIATES, INC. REPRODUCTION OF THIS SSOCIATES, INC. REPRODUCTION OF THIS SOCIATES, INC. REPRODUCTION OF THIS OCIATES, INC. REPRODUCTION OF THIS CIATES, INC. REPRODUCTION OF THIS IATES, INC. REPRODUCTION OF THIS ATES, INC. REPRODUCTION OF THIS TES, INC. REPRODUCTION OF THIS ES, INC. REPRODUCTION OF THIS S, INC. REPRODUCTION OF THIS , INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS INC. REPRODUCTION OF THIS NC. REPRODUCTION OF THIS C. REPRODUCTION OF THIS . REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS REPRODUCTION OF THIS EPRODUCTION OF THIS PRODUCTION OF THIS RODUCTION OF THIS ODUCTION OF THIS DUCTION OF THIS UCTION OF THIS CTION OF THIS TION OF THIS ION OF THIS ON OF THIS N OF THIS OF THIS OF THIS F THIS THIS THIS HIS IS S PLAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR LAN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR AN FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR N FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR FOR THE PURPOSE OF CREATING ADDITIONAL COPIES OR OR THE PURPOSE OF CREATING ADDITIONAL COPIES OR R THE PURPOSE OF CREATING ADDITIONAL COPIES OR THE PURPOSE OF CREATING ADDITIONAL COPIES OR THE PURPOSE OF CREATING ADDITIONAL COPIES OR HE PURPOSE OF CREATING ADDITIONAL COPIES OR E PURPOSE OF CREATING ADDITIONAL COPIES OR PURPOSE OF CREATING ADDITIONAL COPIES OR PURPOSE OF CREATING ADDITIONAL COPIES OR URPOSE OF CREATING ADDITIONAL COPIES OR RPOSE OF CREATING ADDITIONAL COPIES OR POSE OF CREATING ADDITIONAL COPIES OR OSE OF CREATING ADDITIONAL COPIES OR SE OF CREATING ADDITIONAL COPIES OR E OF CREATING ADDITIONAL COPIES OR OF CREATING ADDITIONAL COPIES OR OF CREATING ADDITIONAL COPIES OR F CREATING ADDITIONAL COPIES OR CREATING ADDITIONAL COPIES OR CREATING ADDITIONAL COPIES OR REATING ADDITIONAL COPIES OR EATING ADDITIONAL COPIES OR ATING ADDITIONAL COPIES OR TING ADDITIONAL COPIES OR ING ADDITIONAL COPIES OR NG ADDITIONAL COPIES OR G ADDITIONAL COPIES OR ADDITIONAL COPIES OR ADDITIONAL COPIES OR DDITIONAL COPIES OR DITIONAL COPIES OR ITIONAL COPIES OR TIONAL COPIES OR IONAL COPIES OR ONAL COPIES OR NAL COPIES OR AL COPIES OR L COPIES OR COPIES OR COPIES OR OPIES OR PIES OR IES OR ES OR S OR OR OR R REVISING PLAN WITHOUT APPROVAL OF CATANIA EVISING PLAN WITHOUT APPROVAL OF CATANIA VISING PLAN WITHOUT APPROVAL OF CATANIA ISING PLAN WITHOUT APPROVAL OF CATANIA SING PLAN WITHOUT APPROVAL OF CATANIA ING PLAN WITHOUT APPROVAL OF CATANIA NG PLAN WITHOUT APPROVAL OF CATANIA G PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA PLAN WITHOUT APPROVAL OF CATANIA LAN WITHOUT APPROVAL OF CATANIA AN WITHOUT APPROVAL OF CATANIA N WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA WITHOUT APPROVAL OF CATANIA ITHOUT APPROVAL OF CATANIA THOUT APPROVAL OF CATANIA HOUT APPROVAL OF CATANIA OUT APPROVAL OF CATANIA UT APPROVAL OF CATANIA T APPROVAL OF CATANIA APPROVAL OF CATANIA APPROVAL OF CATANIA PPROVAL OF CATANIA PROVAL OF CATANIA ROVAL OF CATANIA OVAL OF CATANIA VAL OF CATANIA AL OF CATANIA L OF CATANIA OF CATANIA OF CATANIA F CATANIA CATANIA CATANIA ATANIA TANIA ANIA NIA IA A ENGINEERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION NGINEERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION GINEERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION INEERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION NEERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION EERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION ERING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION RING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION ING ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION NG ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION G ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION ASSOCIATES, INC. IS PROHIBITED. CERTIFICATION SSOCIATES, INC. IS PROHIBITED. CERTIFICATION SOCIATES, INC. IS PROHIBITED. CERTIFICATION OCIATES, INC. IS PROHIBITED. CERTIFICATION CIATES, INC. IS PROHIBITED. CERTIFICATION IATES, INC. IS PROHIBITED. CERTIFICATION ATES, INC. IS PROHIBITED. CERTIFICATION TES, INC. IS PROHIBITED. CERTIFICATION ES, INC. IS PROHIBITED. CERTIFICATION S, INC. 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NETHER PROVIDENCE

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DELAWARE COUNTY, PA

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TOWNSHIP OF RIDLEY

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AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text 1/28/2022

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AutoCAD SHX Text 83250-126-2

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HEPFORD PARK

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PATH REPAVING PLAN

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AutoCAD SHX Text 6/3/22

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ADDED WATER LINE.

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