4-82850-115-MV Rain Garden Mt Vernon Ave.pdf

GRAPHIC SCALE

CEA

3:1 SLOPE (TYP)

TYPICAL STORMWATER RAIN GARDEN

N.T.S.

RAIN GARDEN PLANTING SCHEDULE

SYMBOL NAME QUANTITY SIZE REMARKS

AB AMSONIA X 'BLUE ICE' BLUE STAR 6 2 QT. 24" O.C.

MATURE

BS BAPTISIA 'STARLITE PRAIRIEBLUES' FALSE

BLUE INDIGO 4 2 QT. 36" O.C.

MATURE

LS LOBELIA SIPHILITICA, GREAT BLUE LOBELIA 10 2 QT. 18" O.C.

MATURE

RAIN GARDEN CROSS SECTION

FLUSH CURB

N.T.S.

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.

RAIN GARDEN CROSS SECTION

TYPICAL

N.T.S.

GENERAL NOTES

· THE PURPOSE OF THIS PLAN IS TO DEPICT THE ADDITION OF TWO RAIN

GARDENS TO MT VERNON AVE STREET ISLAND.

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MT VERNON AVE

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UPLAND RD

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REPLACE ALL CURB 370 LF

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RAIN GARDEN

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EXISTING PLANTING

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POWER POLE

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POWER POLE

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FLUSH CURB (WATER IN)

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RAIN GARDEN

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FLUSH CURB (WATER OUT)

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POWER POLE

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FLUSH CURB (WATER OUT)

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FLUSH CURB (WATER IN)

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3:1 SLOPE DOWN

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6 AB

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10 LS

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4 BS

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CONTOUR LINE LEVEL WITH CURB

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AutoCAD SHX Text 1 inch = 10 feet

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MT VERNON AVE

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DELAWARE COUNTY, PA

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BOROUGH OF BROOKHAVEN

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AutoCAD SHX Text 9/17/2025

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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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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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82850-115-MV

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MIN. 12" THICK AMENDED SOIL MIX

AutoCAD SHX Text RAIN GARDEN AMENDED SOIL/PLANTING MIX SPECIFICATION: AMENDED SOIL/PLANTING MIX SHALL BE A USDA SANDY LOAM PRE-MIX BLEND AS PREPARED/SUPPLIED BY AN APPROVED SOIL MANUFACTURER IMPORTED TO THE SITE WITH THE FOLLOWING CRITERIA: PRE-MIX BLEND BY VOLUME PRE-MIX BLEND BY VOLUME 50% MASONRY CONSTRUCTION SAND 30% SCREENED TOPSOIL (40%-50% SAND/5%-20% SILT/5%-10% CLAY) 20% STA CERTIFIED COMPOST,(MIN. 40% ORGANICS),PH:6.5-7.5 20% STA CERTIFIED COMPOST,(MIN. 40% ORGANICS),PH:6.5-7.5 PLACE BMP SOIL MIX IN 12" LIFTS. MIX SHALL HAVE <5% CLAY IN TOTAL

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PLANTINGS SHALL CONSIST OF BOTH PLANTS AND SEED MIX

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DIRECTION OF THE WATER FLOW.

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ROLL THE BLANKETS DOWN THE SLOPE IN THE

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WIDE TRENCH. BACKFILL AND COMPACT THE

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BEGIN AT THE TOP OF THE SLOPE BY

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BE INSTALLED WITH PAPER SIDE DOWN.

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NOT SEED PREPARED AREA. CELL-O-SEED MUST

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SEED. %%UNOTE:%%U WHEN USING CELL-O-SEED DO

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INCLUDING APPLICATION OF LIME, FERTILIZER, AND

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PREPARE SOIL BEFORE INSTALLING BLANKETS,

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%%UEROSION CONTROL MAT SLOPE INSTALLATION

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TRENCH AFTER STAPLING

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THE EDGES OF PARALLEL BLANKETS MUST BE

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STAPLED WITH APPROXIMATELY 2" OVERLAP.

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WHEN BLANKETS MUST BE SPLICED DOWN THE

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SLOPE. PLACE BLANKETS END OVER END

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(SHINGLE STYLE) WITH APPROXIMATELY 6"

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OVERLAP. STAPLE THROUGH OVERLAPPED AREA,

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APPROXIMATELY 12" APART.

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%%ULOCATION MAP

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SCALE: 1"=500'

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%%USITE

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%%UBASIN

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LEVEL WITH STREET & B.C.

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RAIN GARDEN SEED MIX

AutoCAD SHX Text RAIN GARDEN MIX (ITEM #: ERNMX-180) ITEM #: ERNMX-180) ERNMX-180) BY ERNST SEEDS, www.ernstseed.com

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RAIN GARDEN BASE: 1' BELOW B.C.

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 20252604592

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FLUSH CURB

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LEVEL WITH STREET & B.C.

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RAIN GARDEN BASE: 1' BELOW B.C.

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3:1 SLOPE

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%%UTYPICAL CURB DETAIL

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CLASS AA CONCRETE

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%%U6" HEIGHT

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AutoCAD SHX Text %%uTYPICAL PLANT SPACING

AutoCAD SHX Text SOIL/PLANTING MIX SPECIFICATION 1. MODIFIED SOIL/PLANTING MIX (12" DEEP): MODIFIED SOIL/PLANTING MIX (12" DEEP): 50% MASONRY CONSTRUCTION SAND 30% SCREENED TOPSOIL 20% STA CERTIFIED COMPOST 2. DO NOT RUN HEAVY EQUIPMENT OVER AREAS WHERE DO NOT RUN HEAVY EQUIPMENT OVER AREAS WHERE INFILTRATION IS PROPOSED. 3. PLACE BMP SOIL MIX IN 12" MAX. LIFTS. PLACE BMP SOIL MIX IN 12" MAX. LIFTS. 4. APPLY 2" - 3" SHREDDED MUCH IMMEDIATELY AFTER PLANTS, APPLY 2" - 3" SHREDDED MUCH IMMEDIATELY AFTER PLANTS, SHRUBS AND TREES ARE PLANTED. MULCH BEDDING TO ONLY GO AROUND SHRUBS AND TREES. 5. RAIN GARDEN SEED MIX SHALL BE COVERED IN EROSION RAIN GARDEN SEED MIX SHALL BE COVERED IN EROSION CONTROL MATTING - NAG-SC150.

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%%UPAVEMENT RESTORATION

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%%UAT CURB REPLACEMENT

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1.5" H.M.A SUPERPAVE WEARING COURSE, 9.5MM, PER PA DOT PUB 408

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2" OF H.M.A SUPERPAVE BINDER COURSE, 19MM

AutoCAD SHX Text 8" of PA DOT CLASS AA H.E.S. CONCRETE, 2,500 PSI

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EXISTING

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PAVEMENT

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SECTION

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PLAIN CEMENT CONCRETE CURB (SEE TYPICAL CURB DETAIL)

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THOROUGHLY CLEAN EXISTING SURFACE AND APPLY TACK COAT

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RAIN GARDEN