2-83000-126-B Dougherty Gillespie Field Plan set plot 03-24-2026.pdf

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BULLENS LN

DORRETT ST

6'

8'

I-2

TYPE 'M' INLET

I-1 (OS)

TYPE 'M' INLET

w/ TRASH RACK

MH-1 , RIM

63.85

TYPE 4 INLET

BASE

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BULLENS LN

DORRETT ST

PROP. 5' WIDE BERM

ELEV 64.5

INV EL. =59.00

INV EL. =61.51INV EL. =61.74

INV EL. =59.45

TOP WEIR WALL

ELEV 63.0

8" THICK

ALUM.

WEIR PLATE

INV EL. =60.96

PROP. 6" Ø PERF. PVC SDR 35

PIPE THRU AMENDED SOILS

INV ELEV 60.5

PROP. 3" Ø ORIFICE IN

WEIR PLATE INV ELEV 61.8

TOP 58" THICK WEIR WALL

ELEV 64.25

I-1A

TG ELEV 63.5

INV EL. =61.50

12" ORIFICE THRU INLET

WALL INTO RAIN GARDEN

STORM MH-1

TG ELEV 63.85 TRASH

RACK

NLOCATION MAP

SCALE: 1"= 500'

GRAPHIC SCALE

SITE

CEA

GENERAL SITEWORK AND GRADING NOTES:

1. PROPOSED CURB REPLACEMENT ALONG THE STREET FRONTAGE MATCHES EXISTING PAVEMENT GRADES AND CROSS SLOPE. NO

ROADWAY WIDENING OR REGRADING IS PROPOSED.

2. THE TOPS OF EXISTING MANHOLE FRAMES/COVERS, INLET GRATES, UTILITY VALVES, AND SANITARY CLEANOUTS SHALL BE ADJUSTED AS NECESSARY TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, LAWS, AND CODES. ALL EXISTING AND PROPOSED WALKING-SURFACE HARDWARE, INCLUDING BUT NOT LIMITED TO JUNCTION BOX COVERS, CLEANOUT COVERS, SEWER GRATES, UTILITY COVERS, AND SIMILAR ELEMENTS LOCATED WITHIN AREAS REASONABLY EXPECTED TO BE PEDESTRIAN PATHS, SHALL BE MAINTAINED LEVEL AND FLUSH WITH SURROUNDING SURFACES.

3. DURING INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR SHALL MAINTAIN A CONTEMPORANEOUS AND ACCURATE RECORD OF CONSTRUCTION SHOWING THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. ANY DEVIATIONS FROM THE APPROVED UTILITY PLAN SHALL BE CLEARLY NOTED. THIS RECORD SHALL BE KEPT ON A CLEAN COPY OF THE APPROVED PLANS AND PROVIDED TO THE OWNER PROMPTLY UPON COMPLETION OF WORK.

4. SEWERS CONVEYING SANITARY FLOW, CSO FLOW, OR INDUSTRIAL FLOW SHALL BE SEPARATED FROM WATER MAINS BY AT LEAST 10 FEET HORIZONTALLY. WHERE SUCH SEPARATION IS NOT POSSIBLE, PIPES SHALL BE PLACED IN SEPARATE TRENCHES WITH THE TOP OF THE SEWER PIPE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE ADEQUATE SEPARATION IS NOT FEASIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE FOR A DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE CROSSING. ONE FULL LENGTH OF SEWER PIPE SHALL BE INSTALLED SO THAT BOTH JOINTS ARE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER SHALL BE PROVIDED.

5. CATANIA ENGINEERING AND ITS CLIENT ARE NOT LIABLE OR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND SHALL HAVE NO LIABILITY FOR HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT, OR UNDER THE PROPERTY.

6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION OR PROPERTY CAUSED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. REPAIRS SHALL RESTORE THE AFFECTED CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN ITS PRE-CONSTRUCTION STATE AND SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES, LAWS, AND REGULATIONS. PRIOR TO STARTING WORK, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING DAMAGE AND NOTIFY

BOTH THE OWNER AND THE CONSTRUCTION MANAGER.

7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL INDEMNIFY CATANIA ENGINEERING. THE GENERAL CONTRACTOR SHALL NAME CATANIA ENGINEERING AS AN ADDITIONAL INSURED UNDER ITS GENERAL LIABILITY INSURANCE POLICIES.

NEITHER THE PROFESSIONAL ACTIVITIES NOR THE PRESENCE OF CATANIA ENGINEERING OR ITS PERSONNEL AT THE PROJECT SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES, AND RESPONSIBILITIES, INCLUDING CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING, AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND COMPLIANCE WITH ALL APPLICABLE HEALTH AND SAFETY REGULATIONS.

THE ENGINEER AND ITS PERSONNEL HAVE NO AUTHORITY TO CONTROL ANY CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH

THEIR WORK OR SAFETY PROGRAMS/PROCEDURES.

8. THE CONTRACTOR SHALL MAINTAIN POSITIVE AND ADEQUATE DRAINAGE AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, RECONSTRUCTION OR REPLACEMENT OF EXISTING DRAINAGE FACILITIES AND STRUCTURES THAT HAVE BEEN

DAMAGED OR REMOVED, OR RE-GRADING AS DIRECTED BY THE ENGINEER.

9. A GEOTECHNICAL ENGINEER SHALL INSPECT, TEST, AND CERTIFY THE COMPACTION OF ALL STRUCTURAL/LOAD-BEARING FILL AND VERIFY THE ADEQUACY OF COMPACTION FOR SITE MASS GRADING, EARTHWORK, AND ROAD/DRIVEWAY/PARKING LOT SUBGRADE.

10. THE GEOTECHNICAL ENGINEER SHALL DETERMINE COMPACTION REQUIREMENTS FOR ALL STRUCTURAL/LOAD-BEARING FILL.

11. SEE EROSION AND SEDIMENT CONTROL PLANS FOR ALL EROSION CONTROL MEASURES AND LIMITS OF DISTURBANCE.

12. IMPORTED FILL SHALL MEET PADEP’S DEFINITION OF CLEAN FILL.

13. ALL CURB LAYOUT SHALL BE SMOOTH AND CONTINUOUS WITH NO ABRUPT CHANGES IN ALIGNMENT. PROPOSED TOPS OF CONCRETE CURBS IN PARKING LOT ISLANDS SHALL HAVE 6" REVEAL UNLESS IT IS INTENDED TO DRAIN TO A RAIN GARDEN OR INLET WITHIN THE ISLAND, IF THIS IS THE CASE, THEN THE TOP OF CURB SHALL BE SET FLUSH WITH FINISHED PAVEMENT GRADES TO ALLOW DRAINAGE TO

REACH RAIN GARDENS.

14. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD

CONDITIONS.

15. MINIMUM PAVEMENT GRADE SHALL BE 1% UNLESS NOTED OTHERWISE. MINIMUM LAWN GRADE SHALL BE 2% UNLESS NOTED

OTHERWISE. MAXIMUM LAWN GRADE SHALL BE 33% (3H:1V) UNLESS NOTED OTHERWISE.

16. EXCESS EARTH EXCAVATION/CUT MATERIAL, IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM THE SITE UNLESS APPROVED BY THE OWNER FOR ON-SITE PLACEMENT.

17. ALL PROPOSED SPOT ELEVATIONS ALONG CURB LINES REPRESENT FINISHED GRADES OF THE COMPACTED PAVEMENT SURFACE UNLESS

NOTED OTHERWISE.

18. WHERE PROPOSED PAVEMENT TIES INTO EXISTING PAVEMENT, ALL JOINTS SHALL MATCH FLUSH AND BE SEALED WITH A PADOT-APPROVED EMULSIFIED ASPHALT SEALANT. ALL NEW CURB AND PROPOSED PAVEMENT JOINTS SHALL ALSO BE SEALED WITH

EMULSIFIED ASPHALT SEALANT.

19. PROPOSED RETAINING WALL SHALL BE REINFORCED CONCRETE OR AN APPROVED SUBSTITUTE AS DESIGNED BY RISE ENGINEERING & DESIGN, LLC. TOP OF WALL (TW) AND BOTTOM OF WALL (BW) ELEVATIONS SHOWN ON THE CIVIL PLANS REPRESENT FINISHED GRADES AND NOT THE ACTUAL WALL SYSTEM EXTENTS. SEE RETAINING WALL PLANS BY OTHERS FOR DETAILED WALL ELEVATIONS.

30" Ø ACCESS

OPENING

4'

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18" RCP

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18" RCP

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18" RCP

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18" RCP

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INLET GRATE=66.11' INLET IN=62.61' INLET OUT=62.56'

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INLET GRATE=64.54' INLET IN=61.34' INLET OUT=60.09'

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CONCRETE WALK

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CONCRETE WALK

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PROPERTY LINE

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PROPOSED STOP SIGN

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PROPOSED PARK SIGN

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PROPOSED FULL DEPTH PAVING

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PROPOSED CURB

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TIE INTO EXISTING PAVING

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PROPOSED ADA RAMP (TYP.)

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BEGIN CONCRETE SIDEWALK, MATCH EXISTING SIDEWALK FLUSH

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215 BULLENS LN

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BEGIN CONCRETE CURB, MATCH EXISTING TC FLUSH

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CONCRETE ABUTMENT

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END CONCRETE SIDEWALK, MATCH EXISTING SIDEWALK FLUSH

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END CONCRETE CURB, MATCH EXISTING TC FLUSH

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REMOVE EXISTING DEPRESSED CURB

AutoCAD SHX Text END CONCRETE CURB, w/ 5' CURB TAPER MATCH EXISTING FLUSH

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GRAVEL PATH

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PROPOSED 6" U-DRAIN

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LEGEND

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INLET

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SANITARY SEWER MANHOLE

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UTILITY POLE WITH LIGHT

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SIGN

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FENCE LINE

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OVERHEAD WIRE

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ROAD CENTERLINE

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TOPO BREAKLINE

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MAJOR CONTOUR

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MINOR CONTOUR

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TREE LINE

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EDGE OF PAVEMENT

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CURB

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BUILDING

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STORM DRAIN LINE

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FIRE HYDRANT

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18" RCP

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18" RCP

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18" RCP

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18" RCP

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INLET GRATE=66.11' INLET IN=62.61' INLET OUT=62.56'

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INLET GRATE=64.54' INLET IN=61.34' INLET OUT=60.09'

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CURB

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CURB

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CURB

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CURB

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ASPHALT LOT

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ASPHALT LOT

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UTILITY POLE USED AS BARRIER TO BE REMOVED

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CONCRETE WALK

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CONCRETE WALK

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PROPERTY LINE

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EXISTING PAVEMENT TO BE REMOVED

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EXISTING PAVEMENT TO BE REMOVED

AutoCAD SHX Text CONCRETE BLOCKS TO BE REMOVED & DELIVERED TO RIDLEY TOWNSHIP HIGHWAY GARAGE AT: 2ND & SUTTON AVENUE FOLSOM PA 19033

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EXISTING CONCRETE APRON TO BE REMOVED

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EXISTING CURB TO BE REMOVED

AutoCAD SHX Text 80' R/W

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215 BULLENS LN

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STOP SIGN

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STOP SIGN

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CONCRETE ABUTMENT

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REMOVE EXISTING DEPRESSED CURB

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EXISTING SIGN TO BE REMOVED

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GRAVEL PATH

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EXISTING SIDEWALK TO BE REMOVED

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EXIST 18" INV 61.8±

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EXIST 18" INV 59±

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AutoCAD SHX Text 1 inch = 20 feet

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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. IS PROHIBITED. CERTIFICATION , INC. IS PROHIBITED. CERTIFICATION INC. IS PROHIBITED. CERTIFICATION INC. IS PROHIBITED. CERTIFICATION NC. IS PROHIBITED. CERTIFICATION C. IS PROHIBITED. CERTIFICATION . IS PROHIBITED. CERTIFICATION IS PROHIBITED. CERTIFICATION IS PROHIBITED. CERTIFICATION S PROHIBITED. CERTIFICATION PROHIBITED. CERTIFICATION PROHIBITED. CERTIFICATION ROHIBITED. CERTIFICATION OHIBITED. CERTIFICATION HIBITED. CERTIFICATION IBITED. CERTIFICATION BITED. CERTIFICATION ITED. CERTIFICATION TED. CERTIFICATION ED. CERTIFICATION D. CERTIFICATION . CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION ERTIFICATION RTIFICATION TIFICATION IFICATION FICATION ICATION CATION ATION TION ION ON N FOR THE WORK CONTAINED HEREIN IS LIMITED TO THE OR THE WORK CONTAINED HEREIN IS LIMITED TO THE R THE WORK CONTAINED HEREIN IS LIMITED TO THE THE WORK CONTAINED HEREIN IS LIMITED TO THE THE WORK CONTAINED HEREIN IS LIMITED TO THE HE WORK CONTAINED HEREIN IS LIMITED TO THE E WORK CONTAINED HEREIN IS LIMITED TO THE WORK CONTAINED HEREIN IS LIMITED TO THE WORK CONTAINED HEREIN IS LIMITED TO THE ORK CONTAINED HEREIN IS LIMITED TO THE RK CONTAINED HEREIN IS LIMITED TO THE K CONTAINED HEREIN IS LIMITED TO THE CONTAINED HEREIN IS LIMITED TO THE CONTAINED HEREIN IS LIMITED TO THE ONTAINED HEREIN IS LIMITED TO THE NTAINED HEREIN IS LIMITED TO THE TAINED HEREIN IS LIMITED TO THE AINED HEREIN IS LIMITED TO THE INED HEREIN IS LIMITED TO THE NED HEREIN IS LIMITED TO THE ED HEREIN IS LIMITED TO THE D HEREIN IS LIMITED TO THE HEREIN IS LIMITED TO THE HEREIN IS LIMITED TO THE EREIN IS LIMITED TO THE REIN IS LIMITED TO THE EIN IS LIMITED TO THE IN IS LIMITED TO THE N IS LIMITED TO THE IS LIMITED TO THE IS LIMITED TO THE S LIMITED TO THE LIMITED TO THE LIMITED TO THE IMITED TO THE MITED TO THE ITED TO THE TED TO THE ED TO THE D TO THE TO THE TO THE O THE THE THE HE E ENTITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE NTITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE TITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE ITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE TY FOR WHOM THE WORK WAS PERFORMED, AS OF THE Y FOR WHOM THE WORK WAS PERFORMED, AS OF THE FOR WHOM THE WORK WAS PERFORMED, AS OF THE FOR WHOM THE WORK WAS PERFORMED, AS OF THE OR WHOM THE WORK WAS PERFORMED, AS OF THE R WHOM THE WORK WAS PERFORMED, AS OF THE WHOM THE WORK WAS PERFORMED, AS OF THE WHOM THE WORK WAS PERFORMED, AS OF THE HOM THE WORK WAS PERFORMED, AS OF THE OM THE WORK WAS PERFORMED, AS OF THE M THE WORK WAS PERFORMED, AS OF THE THE WORK WAS PERFORMED, AS OF THE THE WORK WAS PERFORMED, AS OF THE HE WORK WAS PERFORMED, AS OF THE E WORK WAS PERFORMED, AS OF THE WORK WAS PERFORMED, AS OF THE WORK WAS PERFORMED, AS OF THE ORK WAS PERFORMED, AS OF THE RK WAS PERFORMED, AS OF THE K WAS PERFORMED, AS OF THE WAS PERFORMED, AS OF THE WAS PERFORMED, AS OF THE AS PERFORMED, AS OF THE S PERFORMED, AS OF THE PERFORMED, AS OF THE PERFORMED, AS OF THE ERFORMED, AS OF THE RFORMED, AS OF THE FORMED, AS OF THE ORMED, AS OF THE RMED, AS OF THE MED, AS OF THE ED, AS OF THE D, AS OF THE , AS OF THE AS OF THE AS OF THE S OF THE OF THE OF THE F THE THE THE HE E DATE SHOWN ON THE PLAN.ATE SHOWN ON THE PLAN.TE SHOWN ON THE PLAN.E SHOWN ON THE PLAN. 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CDBG PROJECT #51-35A

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DELAWARE COUNTY, PA

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TOWNSHIP OF RIDLEY

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AutoCAD SHX Text 1" = 20'

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AutoCAD SHX Text 01/28/26

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83000-126-B-25CDBG

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DOUGHERTY GILLESPIE FIELD

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SITE PLAN

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EXISTING CONDITIONS & DEMOLITION PLAN SCALE 1"= 20'

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STORM SEWER PROFILE HORIZ. SCALE 1"= 20' VERT. SCALE 1" = 2'

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SITE PLAN SCALE 1"= 20'

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STRUCTURAL STEEL BICYCLE SAFE GRATE DETAIL NTS

AutoCAD SHX Text MANHOLE GRADE ADJUSTMENT NOTES: 1. USE PRECAST CONCRETE GRADE ADJUSTMENT USE PRECAST CONCRETE GRADE ADJUSTMENT RINGS AS LISTED IN PADOT BULLETIN 15 FOR FINAL GRADE ADJUSTMENT. 2. A MAXIMUM OF TWO GRADE ADJUSTMENT RINGS A MAXIMUM OF TWO GRADE ADJUSTMENT RINGS ARE PERMITTED FOR GRADE ADJUSTMENT. 3. HDPE OR RUBBER ADJUSTMENTENT RINGS ARE HDPE OR RUBBER ADJUSTMENTENT RINGS ARE PERMITTED IF APPROVED BY THE ENGINEER AND IT IS LISTED IN PADOT BULLETIN 15.

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BTM. OF TRANSITON SLAB

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PROP. 12" HDPE PIPE FROM I-1

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1892Z FRAME & 1892A COVER BY EAST JORDAN OR APPROVED SUBSTITUTE

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PRE-CAST CONCRETE GRADE ADJUST RINGS,AS REQURIED

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EXIST 18" STORM PIPE

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CONCRETE SIDEWALK

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SECTION VIEW: STORM MH #1

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66 37

STOP E

66 37

STOP B

65 44

STOP E

65 61

BULLENS LN

DORRETT ST

6'

8'

I-2

TYPE 'M' INLET

I-1 (OS)

TYPE 'M' INLET

w/ TRASH RACK

MH-1 , RIM

63.85

TYPE 4 INLET

BASE

6'

8'

I-2

TYPE 'M' INLET

BULLENS LN

I-1 (OS)

TYPE 'M' INLET

w/ TRASH RACK

MH-1 , RIM

63.85

TYPE 4 INLET

BASE

GRAPHIC SCALE

CEA

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.

GENERAL NOTES:

1. THIS PROJECT IS FUNDED IN PART BY COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) FUNDS AND SHALL COMPLY WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS ASSOCIATED WITH SUCH FUNDING.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, INCLUDING THE PLANS, SPECIFICATIONS, AND BID REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE

SPECIFICATIONS AND CONTRACT DOCUMENTS SHALL GOVERN.

3. PREVAILING WAGE RATES, IF APPLICABLE, SHALL BE PAID IN ACCORDANCE WITH THE PENNSYLVANIA PREVAILING WAGE ACT.

4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE EQUAL EMPLOYMENT OPPORTUNITY AND NON-DISCRIMINATION

REQUIREMENTS.

5. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONTRACT

DOCUMENTS.

6. THE CONTRACTOR SHALL CONTACT PA ONE CALL (811) AND VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

7. THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

8. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A SAFE MANNER AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS.

9. THE CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO ADJACENT PROPERTIES AND FACILITIES AT ALL TIMES DURING CONSTRUCTION.

10. ALL WORK SHOWN ON THESE PLANS SHALL COMPLY WITH APPLICABLE ADA ACCESSIBILITY REQUIREMENTS.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS SHOWN ON THE PLANS AND MAINTAINED FOR THE DURATION

OF CONSTRUCTION.

STORM MH FRAME/COVER:

1. PROVIDE PADOT APPROVED MANHOLE

FRAME AND COVER SUCH AS EAST

JORDAN 1892Z CAST IRON FRAME

WITH 1892A COVER/LID OR APPROVED

SUBSTITUTE.

4'- 0"

4'-0"

4'

-5

/8

C

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18" RCP

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18" RCP

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18" RCP

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18" RCP

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INLET GRATE=66.11' INLET IN=62.61' INLET OUT=62.56'

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INLET GRATE=64.54' INLET IN=61.34' INLET OUT=60.09'

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CONCRETE WALK

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CONCRETE WALK

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PROPERTY LINE

AutoCAD SHX Text 21.8'

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PROPOSED STOP SIGN

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PROPOSED PARK SIGN

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PROPOSED FULL DEPTH PAVING

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PROPOSED CURB

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TIE INTO EXISTING PAVING

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PROPOSED ADA RAMP (TYP.)

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BEGIN CONCRETE SIDEWALK, MATCH EXISTING SIDEWALK FLUSH

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AutoCAD SHX Text 24'

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AutoCAD SHX Text 80' R/W

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215 BULLENS LN

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BEGIN CONCRETE CURB, MATCH EXISTING TC FLUSH

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CONCRETE ABUTMENT

AutoCAD SHX Text PROPOSED R-4 RIP RAP 15'x5'x1' THK.

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END CONCRETE SIDEWALK, MATCH EXISTING SIDEWALK FLUSH

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END CONCRETE CURB, MATCH EXISTING TC FLUSH

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REMOVE EXISTING DEPRESSED CURB

AutoCAD SHX Text END CONCRETE CURB, w/ 5' CURB TAPER MATCH EXISTING FLUSH

AutoCAD SHX Text END CONCRETE CURB, w/ 5' CURB TAPER MATCH EXISTING FLUSH

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GRAVEL PATH

AutoCAD SHX Text PROPOSED R-4 RIP RAP 8'x12'x1.5' THK.

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PROPOSED 6" U-DRAIN

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LEGEND

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INLET

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SANITARY SEWER MANHOLE

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UTILITY POLE WITH LIGHT

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SIGN

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FENCE LINE

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OVERHEAD WIRE

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ROAD CENTERLINE

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TOPO BREAKLINE

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MAJOR CONTOUR

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MINOR CONTOUR

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TREE LINE

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EDGE OF PAVEMENT

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CURB

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BUILDING

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STORM DRAIN LINE

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FIRE HYDRANT

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18" RCP

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INLET GRATE=64.54' INLET IN=61.34' INLET OUT=60.09'

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PROPOSED STOP SIGN

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PROPOSED PARK SIGN

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PROPOSED FULL DEPTH PAVING

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PROPOSED ADA RAMP (TYP.)

AutoCAD SHX Text 30.0'

AutoCAD SHX Text 65.79

AutoCAD SHX Text 65.70

AutoCAD SHX Text 65.81

AutoCAD SHX Text 65.71

AutoCAD SHX Text 66.13

AutoCAD SHX Text 65.25

AutoCAD SHX Text 65.15

AutoCAD SHX Text 65.50

AutoCAD SHX Text 65.16

AutoCAD SHX Text 65.26

AutoCAD SHX Text 65.60

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END CONCRETE SIDEWALK, MATCH EXISTING SIDEWALK FLUSH

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END CONCRETE CURB, MATCH EXISTING TC FLUSH

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REMOVE EXISTING DEPRESSED CURB

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PROPOSED PADOT TYPE '4A' ADA RAMP (TYP,)

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PROPOSED PADOT TYPE '4A' ADA RAMP (TYP,)

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18" RCP

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PROPOSED STOP SIGN

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PROPOSED PARK SIGN

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CONCRETE ABUTMENT

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27-VN

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GRAVEL PATH

AutoCAD SHX Text PROPOSED R-4 RIP RAP 8'x12'x1.5' THK.

AutoCAD SHX Text

PROPOSED 6" U-DRAIN

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AutoCAD SHX Text 1 inch = 20 feet

AutoCAD SHX Text

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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. IS PROHIBITED. CERTIFICATION , INC. IS PROHIBITED. CERTIFICATION INC. IS PROHIBITED. CERTIFICATION INC. IS PROHIBITED. CERTIFICATION NC. IS PROHIBITED. CERTIFICATION C. IS PROHIBITED. CERTIFICATION . IS PROHIBITED. CERTIFICATION IS PROHIBITED. CERTIFICATION IS PROHIBITED. CERTIFICATION S PROHIBITED. CERTIFICATION PROHIBITED. CERTIFICATION PROHIBITED. CERTIFICATION ROHIBITED. CERTIFICATION OHIBITED. CERTIFICATION HIBITED. CERTIFICATION IBITED. CERTIFICATION BITED. CERTIFICATION ITED. CERTIFICATION TED. CERTIFICATION ED. CERTIFICATION D. CERTIFICATION . CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION ERTIFICATION RTIFICATION TIFICATION IFICATION FICATION ICATION CATION ATION TION ION ON N FOR THE WORK CONTAINED HEREIN IS LIMITED TO THE OR THE WORK CONTAINED HEREIN IS LIMITED TO THE R THE WORK CONTAINED HEREIN IS LIMITED TO THE THE WORK CONTAINED HEREIN IS LIMITED TO THE THE WORK CONTAINED HEREIN IS LIMITED TO THE HE WORK CONTAINED HEREIN IS LIMITED TO THE E WORK CONTAINED HEREIN IS LIMITED TO THE WORK CONTAINED HEREIN IS LIMITED TO THE WORK CONTAINED HEREIN IS LIMITED TO THE ORK CONTAINED HEREIN IS LIMITED TO THE RK CONTAINED HEREIN IS LIMITED TO THE K CONTAINED HEREIN IS LIMITED TO THE CONTAINED HEREIN IS LIMITED TO THE CONTAINED HEREIN IS LIMITED TO THE ONTAINED HEREIN IS LIMITED TO THE NTAINED HEREIN IS LIMITED TO THE TAINED HEREIN IS LIMITED TO THE AINED HEREIN IS LIMITED TO THE INED HEREIN IS LIMITED TO THE NED HEREIN IS LIMITED TO THE ED HEREIN IS LIMITED TO THE D HEREIN IS LIMITED TO THE HEREIN IS LIMITED TO THE HEREIN IS LIMITED TO THE EREIN IS LIMITED TO THE REIN IS LIMITED TO THE EIN IS LIMITED TO THE IN IS LIMITED TO THE N IS LIMITED TO THE IS LIMITED TO THE IS LIMITED TO THE S LIMITED TO THE LIMITED TO THE LIMITED TO THE IMITED TO THE MITED TO THE ITED TO THE TED TO THE ED TO THE D TO THE TO THE TO THE O THE THE THE HE E ENTITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE NTITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE TITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE ITY FOR WHOM THE WORK WAS PERFORMED, AS OF THE TY FOR WHOM THE WORK WAS PERFORMED, AS OF THE Y FOR WHOM THE WORK WAS PERFORMED, AS OF THE FOR WHOM THE WORK WAS PERFORMED, AS OF THE FOR WHOM THE WORK WAS PERFORMED, AS OF THE OR WHOM THE WORK WAS PERFORMED, AS OF THE R WHOM THE WORK WAS PERFORMED, AS OF THE WHOM THE WORK WAS PERFORMED, AS OF THE WHOM THE WORK WAS PERFORMED, AS OF THE HOM THE WORK WAS PERFORMED, AS OF THE OM THE WORK WAS PERFORMED, AS OF THE M THE WORK WAS PERFORMED, AS OF THE THE WORK WAS PERFORMED, AS OF THE THE WORK WAS PERFORMED, AS OF THE HE WORK WAS PERFORMED, AS OF THE E WORK WAS PERFORMED, AS OF THE WORK WAS PERFORMED, AS OF THE WORK WAS PERFORMED, AS OF THE ORK WAS PERFORMED, AS OF THE RK WAS PERFORMED, AS OF THE K WAS PERFORMED, AS OF THE WAS PERFORMED, AS OF THE WAS PERFORMED, AS OF THE AS PERFORMED, AS OF THE S PERFORMED, AS OF THE PERFORMED, AS OF THE PERFORMED, AS OF THE ERFORMED, AS OF THE RFORMED, AS OF THE FORMED, AS OF THE ORMED, AS OF THE RMED, AS OF THE MED, AS OF THE ED, AS OF THE D, AS OF THE , AS OF THE AS OF THE AS OF THE S OF THE OF THE OF THE F THE THE THE HE E DATE SHOWN ON THE PLAN.ATE SHOWN ON THE PLAN.TE SHOWN ON THE PLAN.E SHOWN ON THE PLAN. SHOWN ON THE PLAN.SHOWN ON THE PLAN.HOWN ON THE PLAN.OWN ON THE PLAN.WN ON THE PLAN.N ON THE PLAN. ON THE PLAN.ON THE PLAN.N THE PLAN. THE PLAN.THE PLAN.HE PLAN.E PLAN. PLAN.PLAN.LAN.AN.N..

AutoCAD SHX Text

CDBG PROJECT #51-35A

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DELAWARE COUNTY, PA

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TOWNSHIP OF RIDLEY

AutoCAD SHX Text M.R.L.

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text C.J.C.

AutoCAD SHX Text 01/28/26

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83000-126-B-25CDBG

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DOUGHERTY GILLESPIE FIELD

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GRADING PLAN

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 20260371689

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ADA RAMP PLAN SCALE 1" = 5'

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GRADING PLAN SCALE 1" = 20'

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RAIN GARDEN PLANTINGS SCALE 1" = 10'

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TOP OF PADOT TYPE 4 INLET

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PRE-CAST 12" ORIFICE AT INV EL. 61.50

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PRE-FABRICATED TRASH RACK BY 'STORMRAX' OR APPROVED SUBSTITUTE

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TOP OF WEIR WALL ELEV 63.0

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%%UPLAN VIEW: OUTLET STRUCTURE

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%%UFRONT VIEW: OUTLET STRUCTURE

AutoCAD SHX Text 5/8" THICK 6061 ALUMINUM PLATE 'WEIR WALL' BOLTED W/ ALUMINUM ANGLES. CAULK ALL EDGES FOR WATER-TIGHT SEAL

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PRECAST CONCRETE STORM OUTLET STRUCTURE I-1 N.T.S.

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6" PERF.U-DRAIN PIPE AT INV EL. 60.0

12" HDPE PIPETO STORM MH #1

PROP. 5' WIDE BERM

ELEV 64.5

INV EL. =61.51

TOP WEIR WALL

ELEV 63.0

8" THICK ALUM.

WEIR PLATE

INV EL. =60.96

I-1A

TG ELEV 63.5

INV EL. =61.50

12" ORIFICE THRU INLET

WALL INTO RAIN GARDEN

TRASH RACK

CEA

NOTES:

1. PROVIDE MATERIALS AND CONSTRUCT CURBS IN ACCORDANCE WITH PENNDOT

PUBLICATION 408, SECTIONS 630 AND 640, AND RC-64M STANDARDS.

2. CONSTRUCT CURBS TO THE REQUIRED LINE, GRADE, AND TYPICAL SECTION WITH A

UNIFORM REVEAL HEIGHT IN ACCORDANCE WITH THE PLANS AND RC STANDARDS.

3. PROVIDE CONTRACTION JOINTS AT A MAXIMUM SPACING OF 10 FEET ON CENTER, OR AS

DIRECTED BY PENNDOT RC STANDARDS.

4. PROVIDE PREMOLDED EXPANSION JOINT MATERIAL ¾" THICK AT STRUCTURES, AT CURB

RETURNS, AT RADIUS POINTS, AT THE END OF THE WORK DAY, AND AT INTERVALS NOT

EXCEEDING 100 FEET. CUT JOINT FILLER MATERIAL TO CONFORM TO ADJACENT CURB OR

STRUCTURE.

5. TOOL ALL EXPOSED EDGES NEATLY AND PROVIDE A UNIFORM BROOM FINISH.

6. SEAL ALL JOINTS WITH AN APPROVED SEALING MATERIAL IN ACCORDANCE WITH PUB 408,

SECTION 705.

VA

RI

ES

TREE SHALL BEAR SAME RELATION

TO FINISHED GRADE AS IT BORE

TO PREVIOUS GRADE.

PRUNE TO THIN AND SHAPE TREE

CANOPY. DO NOT PRUNE CENTRAL

LEADER.

3" OF MULCH. NOT TO COME IN

CONTACT WITH TREE BARK.

MOUND TO FORM SAUCER.

REMOVE BURLAP FROM TOP 1/3

OF BALL, OR WITH CONTAINER

PLANTS, REMOVE CONTAINER AS

SPECIFIED. NON-BIODEGRADABLE

MATERIALS TO BE REMOVED

ENTIRELY.

PLANT MIXTURE AS

SPECIFIED

NOTES:

EVERGREEN

TREE

DECIDUOUS

TREE

TREE PLANTING DETAIL

N.T.S.

STAKING NOTES:

1. TEMPORARILY STAKE AND GUY TREES ONLY IF TREE

CALIPER IS 3" OR GREATER, OR WHERE REQUIRED

TO MAINTAIN PLUMB CONDITION.

2. IF STAKING IS USED, PROVIDE 2 OR 3 STAKES

OUTSIDE ROOT BALL.

3. USE FLEXIBLE TIES W/ NO WIRE AGAINST BARK.

TIES PLACED AT LOWER THIRD OF TRUNK.

4. REMOVE WITHIN 6-12 MONTHS.

6" MIN.

VA

RI

ES

3" OF MULCH

MOUNT TO FORM

SAUCER.

REMOVE BURLAP FROM TOP

1/3 OF BALL, OR WITH

CONTAINER PLANTS REMOVE

CONTAINER AS SPECIFIED.

NON-BIODEGRADABLE

MATERIALS TO BE REMOVED

ENTIRELY.

DO NOT PRUNE EVERGREENS

EXCEPT TO REMOVE DEAD

AND BROKEN BRANCHES.

SET ROOT COLLAR

AT FINISHED GRADE.

PLANT MIXTURE AS

SPECIFIED.

SUBGRADE

BALLED AND

BURLAP SHRUBS

BARE ROOT OR

CONTAINER SHRUBS

NOTE:

SHRUB PLANTING DETAIL

N.T.S.

PLANTING SOIL MIX (TREES/SHRUBS):

1. PLANTING SOIL MIX SHALL BE 70-80 % SCREENED

TOPSOIL AND 20-30% COMPOST.

AMENDED/BIORETENTION SOIL MIX (RAIN GARDEN):

1. SOIL MIX SHALL BE 50-60% SAND, 20-30 % SCREENED TOPSOIL AND 20-30%

COMPOST.

CONCRETE SIDEWALK DETAIL

SCALE: N.T.S.

SIDEWALK NOTES:

1. PROVIDE MATERIALS AND CONSTRUCT AS SPECIFIED IN PUB 408, SECTIONS 350,

413,630,676 AND 695.

2. 3/4" THICK EXPANSION JOINTS SHALL BE PROVIDED AT 50-FOOT MAXIMUM SPACING, AT

ALL DRIVEWAY APRONS, AND WHEREVER SIDEWALK ABUTS FIXED STRUCTURES OR CURBS.

3. CONTRACTION JOINTS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 5 FEET (1/4 SLAB

THICKNESS DEEP)

4. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.

5. PROVIDE A SLIP-RESISTANT TEXTURE ON ALL SIDEWALKS AND CURB RAMPS BY APPLYING A

COARSE BROOM FINISH PERPENDICULAR TO THE SLOPE.

PLANTING SOIL MIX (TREES/SHRUBS):

1. PLANTING SOIL MIX SHALL BE 70-80 % SCREENED

TOPSOIL AND 20-30% COMPOST.

4:1 SLOPE (TYP)

TYPICAL STORMWATER RAIN GARDEN

N.T.S.

RAIN GARDEN PLANTING SCHEDULE

KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE REMARKS

VN VERONICA NOVEBORACENSIS NEW YORK IRONWEED 27 2 QT. 36" O.C.

CS CORNUS SERICEA RED OSIER DOGWOOD 5 3 GAL. 18"-24" HT.

AM ARONIA MELANOCARPA BLACK CHOKEBERRY 20 3 GAL. 18"-24" HT.

ALT. TYPE 4 ADA CURB RAMP - PARALLEL

N.T.S.

TRASH RACK ON TOP OF INLET IN RAIN GARDEN

N.T.S.

TRASH RACK ON TOP OF INLET IN RAIN GARDEN

N.T.S.

HINGED

ACCESS DOOR

OPTIONAL

238 McGhee Rd Winchester, VA 22603 phone: (877) 877-5727 www.stormrax.com

-1

/8

B

55-1/2" A

STRUCTURE I.D. 4'

-5

/8

C Le ng th

B v ar ie s p er ta bl e be lo w

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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

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