6-Complete Set - 1.2.26.pdf

PDF 6 MB Posted Jan 17, 2026

Attached to: Marion Heights Stormwater Improvements - Brunswick Street
Solicitation number: Not on record
Issued by: Philadelphia County, Blawnox Borough, Pennsylvania

About this file

Written by GovTribe AI · Jan 20, 2026

This file comprises construction plans and specifications for a stormwater improvement project prepared for Marion Heights Borough in Northumberland County, Pennsylvania, by Peters Consultants, Inc. The project, located along Brunswick Street between E. Melrose Street and E. Warsaw Street, involves the installation of stormwater inlets, stormwater piping, connections to the existing stormwater system, milling, paving, ADA ramps, and miscellaneous construction work. The scope includes the placement of 18-inch and 24-inch HDPE piping (approximately 296 linear feet combined), multiple Type M inlet installations with filter bag protection, approximately 4,700 square feet of 12-inch pavement milling with 1.5-inch superpave wearing course application, approximately 90 linear feet of 12-inch wearing course ramps, and the installation of eight ADA-compliant ramps at specified locations. Sealed bids were to be received via PennBid or in person at the office of Peters Consultants, Inc., 2701 Columbia Boulevard, Bloomsburg, PA 17815, with a bid opening scheduled for 11:00 A.M. local time on February 3, 2026. No pre-bid site visit was scheduled. Construction must be completed by June 2026.

The contract documents detail material specifications, construction standards, and technical requirements including adherence to PennDOT Publication 408 standards for pavement, OSHA regulations for excavation and trench safety, and Pennsylvania Department of Labor and Industry requirements for shoring and bracing. Contractor responsibilities include verification of all field measurements, coordination with the Project Engineer, SEDA-COG, and Marion Heights Borough, notification of all utilities per Pennsylvania's One Call System at least three working days prior to excavation, submission of shop drawings for engineer approval, and replacement of all signs and markers removed during construction at original locations upon completion. The project plans reference coordination with utility providers including Kulpmont-Marion Heights Joint Municipal Authority, PPL Electric Utilities, UGI Utilities, and Frontier Communications. All materials must meet engineer approval prior to installation, and temporary and final pavement restoration procedures are detailed with specific compaction and bituminous preparation requirements.

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PREPARED FOR:

MARION HEIGHTS BOROUGH

224 E. NORTH STREET

MARION HEIGHTS, PA 17832

(570) 373-1042

MARION HEIGHTS BOROUGH

STORM WATER IMPROVEMENT

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

PUBLIC FACILITIES:

SANITARY SEWER:

KULPMONT | MARION HEIGHTS JOINT MUNICIPAL AUTHORITY

9590 STATE ROUTE 61

COAL TOWNSHIP, PA 17866

(570) 644-0863

GAS:

UGI UTILITIES INC.

1027 UNION BLVD,

ALLENTOWN, PA 18109

(800)276-2222

ELECTRIC:

PPL ELECTRIC UTILITIES

827 HAUSMAN ROAD

ALLENTOWN, PA 18104

(800)342-5775

WATER:

KULPMONT | MARION HEIGHTS JOINT MUNICIPAL AUTHORITY

9590 STATE ROUTE 61

COAL TOWNSHIP, PA 17866

(570) 644-0863

TELEPHONE:

FRONTIER COMMUNICATIONS OF PA, INC.

1479 US-209

BROADHEADSVILLE, PA 18322

(570) 801-7790

HIGHWAYS:

PENNDOT DISTRICT 3-0

715 JORDAN AVENUE

P.O.BOX 218

MONTOURSVILLE, PA 17754

(570) 368-8686

STREETS:

BOROUGH OF MARION HEIGHTS

224 NORTH STREET

MARION HEIGHTS, PA 17832

(570) 373-1042

SHEET INDEX

1 COVER

2 TOPOGRAPHIC PLAN

NOTES:

1. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITIES AS PER ACT 287 AS AMENDED, PENNSYLVANIA

"ONE CALL SYSTEM", AT LEAST THREE WORKING DAYS BEFORE EXCAVATION.

2. PLANS AND SPECIFICATIONS MUST BE READ TOGETHER TO KNOW FULLY WHAT MUST BE BUILT.

3. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN THE FIELD.

4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE ENGINEER TO REVIEW AND APPROVE, WHERE

SPECIFIED.

5. SHOP DRAWINGS OR CATALOG CUTS OF EACH ITEM ARE TO BE PRESENTED FOR REVIEW AND APPROVAL

PRIOR TO PURCHASE OF MATERIALS.

6. THE CONTRACTOR IS TO ALLOW THE ENGINEER TO DETERMINE THAT THE MATERIAL PROPOSED IS

EQUIVALENT OR EQUAL TO THAT SPECIFIED.

7. ALL MATERIAL DELIVERED TO THE SITE MUST MEET THE APPROVAL OF THE ENGINEER PRIOR TO

INSTALLATION.

8. SHORING AND BRACING OF TRENCHES AND EXCAVATIONS SHALL BE ACCOMPLISHED IN SUCH A MANNER AS IS REQUIRED BY LAW AND CURRENT REGULATIONS OF THE PENNSYLVANIA DEPARTMENT OF LABOR AND

INDUSTRY AND OSHA. THE ENFORCEMENT OF WHICH REGULATION WILL BE ACCOMPLISHED BY

REPRESENTATIVES OF THESE DEPARTMENTS, AS IS REQUIRED BY LAW.

9. SHEETS 1-5 OF 5 MUST BE READ TOGETHER AND ARE TO BE CONSIDERED ONE INTEGRAL PLAN.

10. ALL DOCUMENTS INCLUDING DRAWINGS AND SPECIFICATIONS FURNISHED BY THE ENGINEER PURSUANT TO THIS AGREEMENT ARE INSTRUMENTS OF HIS SERVICE IN RESPECT TO THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE OWNERS SOLE RISK AND WITHOUT LIABILITY OF LEGAL EXPOSURE TO THE ENGINEER AND THE OWNER SHALL INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.

11. ALL SIGNS, MARKERS, ETC. REMOVED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT THEIR ORIGINAL LOCATION UPON COMPLETION OF CONSTRUCTION AT NO ADDITIONAL COST.

LOCATION MAP - 1 INCH = 500 FEET

M O

RTO

ST.

Know what's below call before you dig.

1-800-242-1776 (Outside of Pennsylvania)

E MELROSE ST.

BRU

ICK

ST.

3 PROPOSED PLAN

4 DETAILS

PROJECT SITE

E WARSAW ST.

SURVEYOR

No.23626-E

REGISTERED

DENNIS R. PETERS

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

No.27528-E

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

REGISTERED

DENNIS R. PETERS

ENGINEER

PROFESSIONAL info1@petersconsultants.com - www.petersconsultants.com

PCI PETERS CONSULTANTS, INC.

CONSULTING ENGINEERS/LAND SURVEYORS

Sheet: 1 of 5

Dwn By: GCR

Ck. By: DRPDate:

Scale: INDICATED

REVISIONS BYDATE

D en ni s R

. P ete rs D en ni s R

. P ete rs MARION HEIGHTS STORM WATER IMPROVEMENT PROJECT

COVER SHEET

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg, PA, 17815

File No.: 3726

RIGHT-OF-WAY LINE

PROPERTY LINE

WATER VALVE

COVERED PORCH

LEGEND

CONCRETE

EXISTING MACADAM

EXISTING TEXT

OVERHEAD WIRES

UTILITY POLE

SIGN

WATER SHUT-OFF

CONTOUR LINES

EXISTING BUILDING

EXISTING FENCES

SANITARY SEWER LINES

SANITARY MANHOLE

FIRE HYDRANT

EDGE OF PAVEMENT

TOP OF CURB

TOP OF WALK

BACK OF WALK

1/2/26

NOTE

SHEETS 1-5 OF 5 MUST BE READ TOGETHER AND ARE TO

BE CONSIDERED ONE INTEGRAL PLAN

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G : 3

A C

O G

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5 DETAILS

PARK AVE.

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BRUNSWICK STREETBRUNSWICK STREET

BRUNSWICK STREET

1 INCH = 10 FEET

SURVEYOR

No.23626-E

REGISTERED

DENNIS R. PETERS

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

No.27528-E

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

REGISTERED

DENNIS R. PETERS

ENGINEER

PROFESSIONAL info1@petersconsultants.com - www.petersconsultants.com

PCI PETERS CONSULTANTS, INC.

CONSULTING ENGINEERS/LAND SURVEYORS

AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS

GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE

PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY

NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR

ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS

CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE

PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN. Sheet: 2 of 5

Dwn By: GCR

Ck. By: DRPDate:

Scale: 1"=10'

REVISIONS BYDATE

D en ni s R

. P ete rs D en ni s R

. P ete rs

10 5 10 20 30

MARION HEIGHTS STORM WATER IMPROVEMENT PROJECT

EXISTING TOPOGRAPHIC PLAN

PREPARED FOR

MARION HEIGHTS BOROUGH

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg, PA, 17815

File No.: 3726

NAD 83

SPCS

PA NORTH

WATER VALVE

COVERED PORCH

LEGEND

CONCRETE

EXISTING MACADAM

EXISTING TEXT

OVERHEAD WIRE

UTILITY POLE

SIGN

WATER SHUT-OFF

CONTOUR LINE

EXISTING BUILDING

EXISTING FENCE

SANITARY SEWER LINE

SANITARY MANHOLE

FIRE HYDRANT

EDGE OF PAVEMENT

TOP OF CURB

TOP OF WALK

BACK OF WALK

1/2/26

NOTE

SHEETS 1-5 OF 5 MUST BE READ TOGETHER AND ARE TO

BE CONSIDERED ONE INTEGRAL PLAN

C T:

- D

: 3

D A

C O

G R

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PROPOSED TEXTTEXT STRAIGHT

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HOUSE # 146

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HOUSE # 200

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AutoCAD SHX Text P.P.&L. # 35529N23498

AutoCAD SHX Text P.P.&L. # 35533N23484

AutoCAD SHX Text

PPL # 35538N23472

AutoCAD SHX Text

CONCRETE WALL WITH CHAIN LINK FENCE

AutoCAD SHX Text

ROLLED ASPHALT CURB

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL

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BENCHMARK IN "O" ON HYDRANT= 1383.52'

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BENCHMARK IN "O" ON HYDRANT= 1360.08'

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STOP SIGN

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WOOD STOCKADE FENCE

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SANITARY MANHOLE RIM= 1382.05' (MANHOLE INACCESSIBLE)

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CONCRETE CURB

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ROLLED ASPHALT CURB

AutoCAD SHX Text

STOP SIGN

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DOWNSPOUT = 1377.62'

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DOWNSPOUT = 1365.30'

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DOWNSPOUT=1360.02'

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10" PVC

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10" PVC

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8" PVC

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8" PVC

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INLET GRATE = 1358.31' (W) INV.= 1355.86'

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INLET GRATE=1358.31' (E) INV.=1355.75' (S) INV.=1354.81'

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12" PVC

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18" CMP

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STOP SIGN

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STOP SIGN

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ASPHALT PARKING AREA

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CONCRETE WALL WITH METAL FENCE

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METAL FENCE

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NO PARKING SIGN

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CONCRETE WALL WITH CHAIN LINK FENCE

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SIDEWALK

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STOP SIGN

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NO PARKING SIGN

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ROLLED ASPHALT CURB

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CONCRETE STEPS TO CHURCH

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CHIMNEY

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CONCRETE WALL WITH CHAIN LINK FENCE

AutoCAD SHX Text

CONCRETE WALL WITH CHAIN LINK FENCE

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CHAIN LINK FENCE

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HOUSE # 145

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GARAGE

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SIDEWALK

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WALK

AutoCAD SHX Text SANITARY MANHOLE RIM= 1370.96' (N) INV.= 1364.06' (S) INV.= 1364.04' (E) INV.= 1364.05' (W) INV.= 1364.16'

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INLET GRATE=1358.18'

(E) INV.=1354.98'

(S) INV.=1354.78'

18" HDPE

24" HDPE PIPE,

SMOOTH INTERIOR,

CORRUGATED EXTERIOR

ST W

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FER

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ST M

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BRUNSWICK STREET

BRUNSWICK STREETBRUNSWICK STREET

BRUNSWICK STREET

18" HDPE

TYPE M INLET

18" HDPE

24" HDPE

TYPE M INLET

INLET

GRATE=1364.48'

(W) INV.=1359.48'

TYPE M INLET

INLET GRATE=1364.18'

INV.=1359.18'

MOB DRAIN

ER TYPE M INLET 18" SIDE 5 EACH

TYPE M INLET 24"/24"/18" 6 EACH

TIE-INS TOGETHER 1 EACH

PIPE 18" 96 L.F.

24" 200 L.F.

MILL ROAD 2% CROSS SLOPE

PAVE 3 12" 4700 S.F.

MILL 5' X 35'

PAVE 1 12" WEARING 90 L.F.

RAMP NOTCH 18" X 1 12", 16'

18" HDPE

24" HDPE

TYPE M INLET

INLET GRATE = 1369.88'

INV. = 1365.88'

TYPE M INLET

INLET GRATE=1369.88'

(W) INV.=1365.38'TYPE M INLET

INLET GRATE=1371.88'

(W) INV.=1367.38'

18" HDPE

24" HDPE24" HDPE

TYPE M INLET

INLET GRATE=1377.28'

(W) INV.=1373.18'

TYPE M INLET

INLET GRATE = 1377.68'

INV. = 1372.68'

1377.73' SWK I

18" HDPE

24" HDPE

TYPE M INLET

INLET GRATE = 1380.38'

(W) INV. = 1376.38'

TYPE M INLET

INLET GRATE = 1380.88'

INV. = 1375.88'

1380.78'

1380.88'

1380.58'

MILL + REPLACE

4' WIDE

1380.68'

FER

STR

EET

PLUG

ALL TYPE M INLETS

ALL PIPE HDPE

CORRUGATED EXTERIOR

SMOOTH INTERIOR

PROPOSED ADA RAMP

PROPOSED

ADA RAMP

PROPOSED

ADA RAMP

PROPOSED

ADA RAMP

PROPOSED

ADA RAMP

PROPOSED

ADA RAMP

PROPOSED

ADA RAMP

TYPE M INLET

INLET GRATE = 1371.88'

INV. = 1366.88'

1 INCH = 10 FEET

SURVEYOR

No.23626-E

REGISTERED

DENNIS R. PETERS

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

No.27528-E

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

REGISTERED

DENNIS R. PETERS

ENGINEER

PROFESSIONAL info1@petersconsultants.com - www.petersconsultants.com

PCI PETERS CONSULTANTS, INC.

CONSULTING ENGINEERS/LAND SURVEYORS

AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS

GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE

PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY

NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR

ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS

CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE

PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN. Sheet: 3 of 5

Dwn By: GCR

Ck. By: DRPDate:

Scale: 1"=10'

REVISIONS BYDATE

D en ni s R

. P ete rs D en ni s R

. P ete rs

10 5 10 20 30

MARION HEIGHTS STORM WATER IMPROVEMENT PROJECT

PROPOSED INLETS/PIPING PLAN

PREPARED FOR

MARION HEIGHTS BOROUGH

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg, PA, 17815

File No.: 3726

NAD 83

SPCS

PA NORTH

WATER VALVE

COVERED PORCH

LEGEND

CONCRETE

EXISTING MACADAM

EXISTING TEXT

OVERHEAD WIRE

UTILITY POLE

SIGN

WATER SHUT-OFF

CONTOUR LINE

EXISTING BUILDING

EXISTING FENCE

SANITARY SEWER LINE

SANITARY MANHOLE

FIRE HYDRANT

EDGE OF PAVEMENT

TOP OF CURB

TOP OF WALK

BACK OF WALK

1/2/26

NOTE

SHEETS 1-5 OF 5 MUST BE READ TOGETHER AND ARE TO

BE CONSIDERED ONE INTEGRAL PLAN

C T:

- D

: 3

D A

C O

G R

.d w g

- L

U T:

PROPOSED TEXTTEXT STRAIGHT

REFER TO CONTRACT DOCUMENTS BID SCHEDULE

FOR WORK AT EACH REFERENCED RAMP SHOWN

ABOVE.

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HOUSE # 146

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HOUSE # 200

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AutoCAD SHX Text P.P.&L. # 35529N23498

AutoCAD SHX Text P.P.&L. # 35533N23484

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CONCRETE WALL WITH CHAIN LINK FENCE

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ROLLED ASPHALT CURB

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL

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BENCHMARK IN "O" ON HYDRANT= 1383.52'

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BENCHMARK IN "O" ON HYDRANT= 1360.08'

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STOP SIGN

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WOOD STOCKADE FENCE

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SANITARY MANHOLE RIM= 1382.05' (MANHOLE INACCESSIBLE)

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CONCRETE CURB

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STOP SIGN

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DOWNSPOUT = 1377.62'

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DOWNSPOUT = 1365.30'

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DOWNSPOUT=1360.02'

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10" PVC

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10" PVC

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8" PVC

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8" PVC

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INLET GRATE = 1358.31' (W) INV.= 1355.86'

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STOP SIGN

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STOP SIGN

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ASPHALT PARKING AREA

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CONCRETE WALL WITH METAL FENCE

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METAL FENCE

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NO PARKING SIGN

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CONCRETE WALL WITH CHAIN LINK FENCE

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SIDEWALK

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STOP SIGN

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NO PARKING SIGN

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ROLLED ASPHALT CURB

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CONCRETE STEPS TO CHURCH

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CHIMNEY

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL WITH CHAIN LINK FENCE

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CONCRETE WALL WITH CHAIN LINK FENCE

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CHAIN LINK FENCE

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HOUSE # 145

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GARAGE

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AutoCAD SHX Text SANITARY MANHOLE RIM= 1370.96' (N) INV.= 1364.06' (S) INV.= 1364.04' (E) INV.= 1364.05' (W) INV.= 1364.16'

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SIDEWALK

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GARAGE TO HOUSE # 142

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SIDEWALK

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PPL # 35538N23472

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ROLLED ASPHALT CURB

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Know what's below call before you dig.

1-800-242-1776 (Outside of Pennsylvania)

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET - IF NEEDED

TACK COAT

MILL 1" OF

EXISTING

PAVEMENT

AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS

GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE

PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY

NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR

ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS

CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE

PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.

SURVEYOR

No.23626-E

REGISTERED

DENNIS R. PETERS

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

No.27528-E

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

REGISTERED

DENNIS R. PETERS

ENGINEER

PROFESSIONAL info1@petersconsultants.com - www.petersconsultants.com

PCI PETERS CONSULTANTS, INC.

CONSULTING ENGINEERS/LAND SURVEYORS

Sheet: 4 of 5

Dwn By: GCR

Ck. By: DRPDate:

Scale: INDICATED

REVISIONS BYDATE

D en ni s R

. P ete rs D en ni s R

. P ete rs MARION HEIGHTS STORM WATER IMPROVEMENT

DETAILS

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg, PA, 17815

File No.: 3726

1/2/26

NOTE

SHEETS 1-5 OF 5 MUST BE READ TOGETHER AND ARE TO

BE CONSIDERED ONE INTEGRAL PLAN

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STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG - IF NEEDED

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

DISCHARGE HOSE

PUMP INTAKE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

NOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED.

FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL

UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED

UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE

WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND

SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT

RESUME UNTIL THE PROBLEM IS CORRECTED.

AutoCAD SHX Text NOTES: 1. SCORE PERPENDICULAR JOINTS, 1/3 DEPTH OF CONCRETE, AT 5' INTERVALS LONGITUDINALLY. 2. PROVIDE 1/2" EXPANSION JOINTS AT 30' INTERVALS, FULL DEPTH OF CONCRETE. 3. PROVIDE 2" WIDE X 1/4" RADIUS SMOOTH EDGES AT EACH SIDE OF SCORED JOINTS. 4. CURB AND SIDEWALK AT HANDICAPPED RAMP CAN BE POURED MONOLITHIC. 5. 8" CLASS AA CONCRETE AT DRIVEWAYS.

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SMOOTH ALL EDGES 2" WIDE WITH A 1/4" RADIUS

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COARSE BROOM FINISH

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SLOPE = 1/4" PER FOOT TOWARD STREET OR AS PER PLAN

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TYPICAL CONCRETE SIDEWALK DETAIL - IF NEEDED

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WIDTH AS PER PLAN

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4" AASHTO NO. 8 STONE

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PREPARED SUBBASE

AutoCAD SHX Text 4" CLASS AA CEMENT CONCRETE SIDEWALK 8" CLASS AA CEMENT CONCRETE AT DRIVEWAYS WITH 6x6x10 WWF

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1/2" EXPANSION JOINT FILLER @ 50' MAX.

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1/8" INTERMEDIATE JOINTS @ 10' MAX. / 4' MIN.

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#4 DEFORMED REBAR, 2 EACH SECTION, 2' PAST DEPRESSION

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4" CLEARANCE FROM BOTTOM

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GRADE POINT

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%%USTANDARD CURB

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VARIABLE

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VARIABLE

AutoCAD SHX Text 6 1/2"

AutoCAD SHX Text 18"

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MILL TO DEPTH

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RUB EXPOSED FACE WHILE GREEN

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TO REMOVE ALL HONEY COMB

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TOP OF PAVEMENT

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REQUIRED

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CLASS AA CEMENT CONCRETE

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PREPARED SUBBASE

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SAW CUT

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3/4" RADIUS

AutoCAD SHX Text 6"

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1/4" RADIUS

AutoCAD SHX Text NOTES: 1. PROVIDE 2 - 24" SMOOTH DOWELS ON STRAIGHT TO CURVE SECTION. 2. INSTALL ALL CURBING / SIDEWALK AT LOCATIONS AS SHOWN ON THE CONTRACT PLANS. 3. CURBS SHALL BE CONSTRUCTED TO MEET PENNDOT STANDARDS RC-64M & RC-67M

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4" AASHTO NO. 8 STONE

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4" CONCRETE SIDEWALK

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PREPARED SUBBASE

AutoCAD SHX Text 7"

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WIDTH AS PER PLAN

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2%%% SLOPE

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1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK

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12" RADIUS

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3/4" RADIUS

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TOP OF PAVEMENT

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RUB EXPOSED FACE WHILE GREEN TO REMOVE ALL HONEY COMB

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TYPICAL MONOLITHIC SIDEWALK & CURB DETAIL - IF NEEDED NOT TO SCALE

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TYPICAL CURB DETAIL - IF NEEDED NOT TO SCALE

AutoCAD SHX Text NOTES: 1. PROVIDE " EXPANSION JOINTS EVERY 20 FEET. 12" EXPANSION JOINTS EVERY 20 FEET. 2. SCORE SIDEWALK EVERY 5 LINEAR FEET AND ALONG CURB LINE. 3. PROVIDE 4" OF PENNDOT AASHTO NO. 8 STONE BASE BENEATH ALL SIDEWALKS. AASHTO NO. 8 STONE BASE BENEATH ALL SIDEWALKS. BASE BENEATH ALL SIDEWALKS. 4. CONCRETE SHALL BE TYPE "A" 4,000 P.S.I. MIN. STRENGTH. 5. SIDEWALKS SHALL BE CONSTRUCTED TO MEET PENNDOT STANDARDS AND SPECIFICATIONS.

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1 1/2" 9.5 MM

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4 1/2" SUPERPAVE 25 MM

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6" 2A SUBBASE

AutoCAD SHX Text NOTES: 1. CRAFCO SUPERFLEX IS TO BE USED ON EACH SIDE OF 1' CUTBACK FOR CURBS (NOT ON CURBING ABOVE PAVEMENT LINE). 2. PG-64-22 OIL IS TO BE USED TO SEAL ALL JOINTS.

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DEPRESSED CURB - IF NEEDED

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NOT TO SCALE

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TYPICAL NEW PAVEMENT DETAIL

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1 1/2" SUPERPAVE WEARING COURSE HMA 9.5 MM

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EXISTING PAVEMENT

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EXISTING STONE BASE

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EXISTING SUBBASE

AutoCAD SHX Text NOTES: 1. MEETS PENNDOT PUBLICATION 408. 2. PROJECT CONSISTS OF MILLING, SWEEPING, PLACING TACK COAT, AND 1 1/2" SUPERPAVE HMA 9.5 MM WEARING COURSE, SRL-L. 3. SUPERPAVE HMA TO USE PG-64-S22 GRADE ASPHALT BINDER ESAL RANGE O.0 TO < 0.3 MILLION, UNLESS OTHERWISE SPECIFIED. 4. CRAFCO SUPERFLEX IS TO BE USED ON EACH SIDE OF 1' CUTBACK FOR CURBS (NOT ON CURBING ABOVE PAVEMENT LINE). 5. PG-64-22 OIL IS TO BE USED TO SEAL ALL JOINTS.

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NOT TO SCALE

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INLET GRATE

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1 IN. REBAR FOR BAG REMOVAL FROM INLET

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EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

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2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

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FLOW

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STORM

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INLET

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2:1 MAX (TYP.)

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INSTALLATION DETAIL

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PLAN VIEW

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SECTION VIEW

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ISOMETRIC VIEW

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

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BERM

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2:1 MAX.

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FLOW

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6 IN. MIN. HEIGHT

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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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PLAN VIEW

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ELEVATION VIEW

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

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AOS % RETAINED

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ASTM D-4751

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80 SIEVE

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SIDEWALK WIDTH TO MATCH EXISTING

Know what's below call before you dig.

1-800-242-1776 (Outside of Pennsylvania)COPYRIGHT PETERS CONSULTANTS, INC. 2026. THESE PLANS ARE INSTRUMENTS OF SERVICE

AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS

GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE

PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY

NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR

ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS

CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE

PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.

SURVEYOR

No.23626-E

REGISTERED

DENNIS R. PETERS

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

No.27528-E

P E

N N S Y L V A N

I A

MMONWEA L T H

O F

REGISTERED

DENNIS R. PETERS

ENGINEER

PROFESSIONAL info1@petersconsultants.com - www.petersconsultants.com

PCI PETERS CONSULTANTS, INC.

CONSULTING ENGINEERS/LAND SURVEYORS

Sheet: 5 of 5

Dwn By: GCR

Ck. By: DRPDate:

Scale: INDICATED

REVISIONS BYDATE

D en ni s R

. P ete rs D en ni s R

. P ete rs MARION HEIGHTS STORM WATER IMPROVEMENT

DETAILS

MARION HEIGHTS BOROUGH - NORTHUMBERLAND COUNTY - PENNSYLVANIA

Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg, PA, 17815

File No.: 3726

SLOPE

NOT TO SCALE

LIMIT OF DISTURBANCE DETAIL

COMPOST FILTER

SOCK

PROPOSED

PIPE LINE

ALL EXCAVATED

MATERIAL TO BE

TEMPORARILY

STORED ON

UPSLOPE SIDE OF

TRENCH

MATERIAL

TYPE M INLET

INLET BOX SUBBASE PREPARATION DETAIL IN PAVEMENT

3" SUPERPAVE HMA

25MM BASE COURSE

(PG 64-22) (PLACED SAME DAY)

NATURAL GROUND

PIPE O.D.

NOT TO SCALE

TEMPORARY PAVEMENT RESTORATION

3.COMPACT BACKFILL TO ATTAIN

100% DRY DENSITY COMPACTION

1.TEMPORARY RESTORATION MUST

BE PLACED IN THE TRENCH AND

REMAIN IN PLACE FOR A

MINIMUM OF 30 DAYS.

2.AFTER THE MINIMUM 30 DAY

PERIOD BUT BEFORE 60 DAYS,

THE TEMPORARY RESTORATION

SHALL BE REMOVED AND THE

AREA SAWCUT BACK ONE (1)

FOOT PRIOR TO PERMANENT

RESTORATION.

EXISTING PAVEMENT

DEPTH

12"

INITIAL

SAWCUT

MAXIMUM

TRENCH

WIDTH

PENNDOT APPROVED

2-A SUBBASE

COMPACTED IN

8" LIFTS TO

100% DRY DENSITY

4.INVERT OF INSIDE OF PIPE TO

FINISHED PAVEMENT/GROUND SURFACE

IS THE DEPTH TO BE USED FOR PAYMENT

OF UNIT PRICES.

AASHTO NO. 57 STONE

BEDDING COMPACTED IN 4"

LIFTS

TO 100% DRY DENSITY

TEMPORARY E&S BMP

NATURAL GROUND

NOT TO SCALE

FINAL PAVEMENT RESTORATION

4. COMPACT BACKFILL TO ATTAIN

100% DRY DENSITY

COMPACTION.

1. EXPOSED VERTICAL EDGES

MUST BE PAINTED WITH A

THIN COATING OF PG 64-22

BITUMINOUS MATERIAL

BEFORE PLACING FRESH

MATERIAL AGAINST IT.

2. HORIZONTAL SURFACES TO BE

PREPARED AS PER PUB. 408

SECTION 401.3

3. SUPERPAVE HMA TO USE PG

64-22 GRADE ASPHALT BINDER

ESAL RANGE <0.3

MILLION, UNLESS OTHERWISE

SPECIFIED.

4" MINIMUM SUPERPAVE HMA 25MM OR TO A

DEPTH OF EXISTING BASE COURSE

(WHICHEVER IS GREATER)

SEAL JOINTS

(PG 64-22)

1 1/2" SUPERPAVE HMA 9.5MM WEARING COURSE,

SRL-L (PG 64-22)

PG 64-22 SHALL BE APPLIED

EVENLY AND UNIFORMLY ON

BOTH SIDES OF SAWCUT FOR

FULL LENGTH OF SAWCUT.

12"

6" 6"

EXISTING PAVEMENT

DEPTH

FINAL

SAWCUT

1'-0"

12"

PIPE O.D.

9" 9"

1'-0"

INITIAL

SAWCUT

MAXIMUM

TRENCH

WIDTH

PENNDOT APPROVED

2-A SUBBASE

COMPACTED IN

8" LIFTS TO

100% DRY DENSITY

AASHTO NO. 57 STONE

BEDDING COMPACTED IN 4"

LIFTS

TO 100% DRY DENSITY

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1/2/26

NOTE

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BICYCLE PROOF GRATE

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TYPE M INLET

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INLET BOX

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RING, SEE NOTE 4

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GRADE ADJUSTMENT

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UNIT

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CONCRETE TOP

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(SEE FIELD CONSTRUCTION NOTES ON SHEET 1, PENNDOT RC-46M)

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1 1/2" OF 9.5MM

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SUPERPAVE

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4" OF 25MM

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SUPERPAVE

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INLET BOX

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MIN. (TYP.)

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COMPACTED NO. 2A

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COARSE AGGREGATE

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1'-0" MIN. THICKNESS

AutoCAD SHX Text NOTES: 1. FOR ADDITIONAL NOTES SEE SHEETS 1 - 45, RC-46M. 2. STANDARD INLET BOXES SHOWN, PROVIDE TOP SLABS FOR OTHER INLET BOX TYPES. 3. SEE RC-45M FOR DETAILS FOR THE CONCRETE TOP UNITS, FRAMES, AND GRATES. 4. PROVIDE 6 INCHES MINIMUM OF GRADE ADJUSTMENT RINGS. SEE PENNDOT RC-45M FOR DETAILS.

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CONFORMING TO RC-46M SPECIFICATIONS STANDARD INLET

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TYPE M STEEL TOP UNIT

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TYPICAL CONCRETE INLET

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MEET PENNDOT SPECIFICATIONS 408, SECTION 605 AND

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VARIES

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6" MIN.

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CAST-IN-PLACE BOXES.

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3" MIN.

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STEEL BICYCLE PROOF GRATES WITH TYPE C FRAMES.

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CONFORMING TO RC-45M SPECIFICATIONS FOR STRUCTURAL

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TYPICAL TYPE M STEEL

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MEET PENNDOT SPECIFICATIONS 408, SECTION 605.2 (A) AND

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INLET TOP UNIT

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%%UTYPICAL INLET DETAIL

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NOT TO SCALE

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4' MIN.

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1 1/4" MIN.

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CLASS A CEMENT CONCRETE

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STORM SEWER PIPE

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CONCRETE ADJUSTMENT, 6" MINIMUM REQUIRED

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GASKET OR GROUT

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PAINT PER SPECIFICATION

BICYCLE PROOF GRATE

Sheets and Views

File details come from the government source that posted it. Updated Jan 20, 2026.