1-Plans MABR UV 20260316.pdf

PDF 5 MB Posted Mar 17, 2026

Attached to: MABR - WWTP UV Disinfection Installation Project (32082. 20)
Solicitation number: Not on record
Issued by: Schuylkill County, Pennsylvania

About this file

Written by GovTribe AI · Mar 17, 2026

This is a set of technical design plans and drawings prepared by Alfred Benesch & Company for the Municipal Authority of the Borough of Ringtown (MABR) WWTP UV Disinfection Installation Project located in Ringtown, Schuylkill County, Pennsylvania. The project scope includes the construction of two parallel ultraviolet disinfection channels with an associated 24' by 22' pole building structure, installation of UV disinfection equipment and modules, modifications to the existing wastewater treatment plant flow meter pit, a compound weir plate installation, aluminum slide gates, and related site and structural improvements. The sealed bid for this project was scheduled to be received online via the PennBid Program until Wednesday, April 15, 2026, at 2:00 P.M., with the entire project awarded to a single contractor. The design documents include site plans, hydraulic profiles, grading plans, building floor plans and elevations, UV trench and equipment specifications, electrical single-line diagrams, power distribution plans, and detailed construction specifications consistent with PENNDOT standards and the Pennsylvania Underground Utility Line Protection Act.

The contract documents specify that bidders must submit a certified check or bank draft equal to 10 percent of the total bid amount along with their sealed bid submission. The successful contractor will be required to furnish Performance and Payment Bonds each in the amount of 100 percent of the contract price with an approved corporate surety. All bidding documents are available at no cost through the PennBid Program website at http://PennBid.bonfirehub.com. The contractor must comply with prevailing wage requirements as detailed in the contract documents and adhere to Pennsylvania Human Relations Act provisions regarding equal employment opportunities. The project is subject to inspection by the engineer and applicable building codes including the International Building Code, National Electrical Code (NFPA 70), and PENNDOT specifications, with all work to be completed in accordance with manufacturer recommendations and industry standards for electrical, structural, and mechanical systems.

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Other files

File	Type	Posted
3-Project Manual MABR WWTP UV Project 20260317.pdf	PDF	Mar 17, 2026
4-Documents to be submitted with Bid.pdf	PDF	Mar 17, 2026
2-Plans Collection Interceptor Sewers STP Ringtown Borough FEB 1972.pdf	PDF	Mar 17, 2026

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P L

O T

T E

F I

L E

N A

M E

P e n n s y l v a n i a

A B

U V

E n g

D o c s

S t r u c t u r e

C o v e r d g n

D e f a u l t

O P

E R

A T

O R

D-9012 CADD (02-90) REVISED (05-97)

zsullivan 03\16\2026 15:01:1232082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

the property of Alfred Benesch & Company. Use, reuse, reproduction or modification of this plan or

PREPARED BY:

PROJECT MANAGER DATE

LOCATION MAP

MILE 1/2 SCALE : 1" =

PROJECT

32082.20

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20250983368-000

GENERAL NOTES

DRAWING NO.

Drawing Index

Drawing No. Title

COVER SHEET

BOROUGH OF RINGTOWN

MUNICIPAL AUTHORITY OF THE

WWTP UV DISINFECTION PROJECT

Borough of Ringtown

Municipal Authority of the

Allen Fritz

Joseph Schmidt

Jacqueline Peleschak

Jason Milewski

Raymond Sachleben

- Member

- Secretary

- Vice Chairman

- Chairman

LOCATION

PROJECT

MARCH, 2026

SITE PLAN

HYDRAULIC PROFILE

GRADING PLAN

E-001

E-101

E-501

E-601

ELECTRICAL LEGEND

UV BUILDING POWER PLAN

UV BUILDING ELECTRICAL DETAILS

DIAGRAM

SINGLE LINE & INTERCONNECTION

G-001

G-002

C-001

C-002

C-003

DETAILS

C-004

C-005

UV BUILDING PLAN & SECTIONS

UV BUILDING ELEVATIONS

UV TRENCH PLAN & SECTIONS

UV EQUIPMENT PLAN & SECTIONS

S-001

S-002

S-003

S-004

G-001

P E

N S Y L V

I A

C O

M O

NW EALT

REGISTERED

PROFESSIONAL

ENGINEER

PE097607

ZACHARY RYAN SULLIVAN

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE061875

JENNIFER M. KOWALONEK

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\002_Gen_Notes.dgn (Default)zsullivan 03\16\2026 15:03:58

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Borough of Ringtown, Schuylkill County, Pennsylvania

GENERAL NOTES

LIST OF PUBLIC UTILITIES

SERIAL NO:

OF 1974, AS AMENDED, ENTITLED "UNDERGROUND UTILITY LINE PROTECTION."

THEREON ARE CAUTIONS TO COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 287

ALL DESIGNERS AND CONTRACTOR UTILIZING THIS PLAN AND THE INFORMATION CONTAINED

20250983368-000

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

3/6/2026ZRS ZRS JMK

PHONE: 570-933-1618

EMAIL: SSWATERMAN18@HOTMAIL.COM

CONTACT: SCOTT SCHUETRUM

RINGTOWN, PA 17967

PO BOX 350

RINGTOWN BOROUGH

PHONE: 570-490-5684

EMAIL: DLHAUPT@PPLWEB.COM

CONTACT: DOUG HAUPT

PAXINOS, PA 17860

437 BLUE CHURCH ROAD

PPL ELECTRIC UTILITIES

PHONE: 570-454-3841 (EXT. 812)

EMAIL: ROBERT.TRENTLY@SECV.COM

CONTACT: ROBERT TRENTLY

HAZLE TOWNSHIP, PA. 18202

380 MAPLEWOOD DRIVE

SERVICE ELECTRIC CABLEVISION, INC.

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS.

83/2000 VERTICAL DATUM IS BASED ON NAVD 1988.

HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM SOUTH ZONE NAD

DISTURBED BY ANY FIELDWORK.

THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING ALL PAVEMENT MARKINGS

LOCATION, AS APPROVED BY THE ENGINEER.

UTILITIES NOT DESIGNATED ON THE PLANS WHICH REQUIRE OPEN CUT, DEPENDING ON

THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OVER ANY

MUNICIPAL AUTHORITY OF THE BOROUGH OF RINGTOWN.

STATE OF PENNSYLVANIA. COORDINATE CONSTRUCTION BASE LINE WITH OWNER,

THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT BY SURVEYOR REGISTERED IN THE

MINIMIZE INTERRUPTION OF SERVICE.

INTERCONNECT FITTINGS AND VALVES SHALL BE PRE-ASSEMBLED FOR INSTALLATION TO

REPRESENTATIVE NO LATER THAN FIVE(5) DAYS PRIOR TO SCHEDULED DATE.

NOT PROCEED WITH THE WORK UNTIL WRITTEN NOTICE IS RECEIVED FROM THE OWNER'S

TWENTY(20) DAYS PRIOR TO CUTTING INTO EXISTING LINES. THE CONTRACTOR SHALL

CONTRACTOR SHALL SUBMIT A NOTICE OF INTENTION TO THE OWNER AND THE ENGINEER

UPON COMPLETION OF WORK.

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE STABILIZED AS SOON AS PRACTICABLE

PRACTICES) TO MINIMIZE SOIL EROSION AND SEDIMENTATION DURING ALL PHASES OF

OF DISTURBED AREAS, INLET PROTECTION, SILT FENCING, AND GOOD HOUSEKEEPING

CONTRACTOR SHALL IMPLEMENT AND MAINTAIN APPROPRIATE MEASURES (STABILIZATION

SERVICE.

CONTRACTOR TO CAP EXISTING CONDUITS/PIPELINES THAT WILL NO LONGER BE IN

PER MANUFACTURERS RECOMMENDATIONS.

JOINT DEFLECTION AND PIPE DEFLECTION SHOULD NOT EXCEED MAXIMUM ALLOWABLE AS

HOURS.

SYSTEMS, BACKFILL, COVER, OR FENCE EXCAVATION AREA DURING NON WORKING

ENFORCEMENT AGENCIES. CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT

THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER, AND APPLICABLE CODE

(UNDERGROUND UTILITY LINE PROTECTION LAW).

REQUIREMENTS OF ACT 287 AS AMENDED BY ACT 187 AND SECTION 5 OF ACT 38

THE CONTRACTOR SHALL COMPLETE ALL EXCAVATIONS IN ACCORDANCE WITH THE

OF TRANSPORTATION SPECIFICATIONS PUBLICATION 408 IN IT'S LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT

DIRECTED BY THE OWNER OR THE ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE

DAMAGE TO PIPE AND APPURTENANCES.

COVER ON EXISTING AND PROPOSED PIPING DURING CONSTRUCTION TO PREVENT

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THERE IS SUFFICIENT

STRUCTURES AND UTILITIES, OWNER OR THE ENGINEER.

APPURTENANCES SHALL BE AT NO COST TO THE OWNERS OF SAID BUILDINGS,

DAMAGED BUILDINGS, STRUCTURES, PIPING, CABLES, CONDUITS, WIRING AND

STRUCTURES WITHIN OR DIRECTLY ADJACENT TO THE WORK INDICATED. RESTORATION OF

AND MAINTAIN THE SAFETY AND STRUCTURAL INTEGRITY OF ADJACENT BUILDINGS AND

PROTECT AND SUPPORT ALL EXPOSED LINES, OR OTHER FACILITIES AND SHALL SUPPORT

UTILITIES AND ADJACENT BUILDINGS AND STRUCTURES. THE CONTRACTOR SHALL

UNDERGROUND PIPELINES AND FACILITIES TO PREVENT ACCIDENTAL DAMAGE TO EXISTING

THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN EXCAVATION FOR ALL

WORK OF THIS CONTRACT.

PROVIDE FOR THEIR PROTECTION. VERIFICATION AND LOCATION ARE INCIDENTAL TO THE

INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, VERIFY AND

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.

ADDITIONAL COST TO THE OWNER.

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

FIELD BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE

REQUIRED FEES.

JURISDICTIONAL AUTHORITIES PRIOR TO START OF CONSTRUCTION AND PAY THE

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL

HEALTH, AND ENVIRONMENTAL PROTECTION.

RULES & REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE AND FOR SAFETY,

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

THEIR REPRESENTATIVES.

CONTRACTOR, AND NOT ON THE PROJECT OWNER OR ALFRED BENESCH & COMPANY, OR

MISUNDERSTANDING OF THE LOCATION OF THE UNDERGROUND UTILITIES IS ON THE

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR

AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR

UNNECESSARY CONFLICTS THEREWITH.

UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3) TO AVOID ALL

OWNERS INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION OF ALL

EXPENSE AND WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY

COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND

GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOT GUARANTEED TO BE

DEPTH, SIZE, LOCATION OR ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS,

IS INDICATED ON THE DRAWINGS.

PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED. AVAILABLE SURFACE INFORMATION

OR THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE

PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS,

REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE

THE UTILITES LISTED ABOVE. ALFRED BENESCH & COMPANY DOES NOT GUARANTEE,

WITH INFORMATION THAT HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGTING CODES

ACCORDANCE WITH UNIFORM COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN

SERIAL NO.: 20250983368-000

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM. USE IT!

PENNSYLVANIA.

PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF

DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN THE DESIGN

DEMOLISH. ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING

DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR

EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG,

DAYS NOTICE FROM EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE

LAW, REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING

PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY LINE PROTECTION

UTILITY NOTES

G-002

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\003_Site Plan.dgn (Default)zsullivan 03\16\2026 15:05:39

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Borough of Ringtown, Schuylkill County, Pennsylvania

SITE PLAN

ZRS JMKZRS

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

3/6/2026

CONSTRUCTION.

PLAN FOR REVIEW/APPROVAL BY MABR, BENESCH & PADEP PRIOR TO START OF

5. CONTRACTOR SHALL SUBMIT DETAILED CONSTRUCTION SEQUENCE WITH BYPASS PUMPING

PLATE.

4.INSTALL NEW FLOWMETER LEVEL SENSOR 3' UPSTREAM OF PROPOSED COMPOUND WEIR

TO INSTALLATION.

3. COORDINATE FINAL LOCATION OF RELOCATED EFFLUENT SAMPLER PAD WITH MABR PRIOR

FLOW METER PIT/CHLORINE CONTACT TANKS.

UNDERGROUND POWER/COMMUNICATION LINES NEAR PROPOSED UV BUILDING AND EXISTING

2. CONTRACTOR SHALL COORDINATE WITH MABR AND ENGINEER TO LOCATE ALL EXISTING

COMMUNICATED TO ENGINEER IMMEDIATELY.

BOTTOM, PIPE INVERTS)PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE

1.CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS OF EXISTING WWTP STRUCTURES (TOP,

NOTES:

C-001

PPL 42127-S55862

WVCS

BM 287BM "A"

ELEC SHUT OFF

ELEC METER

ELEC

S55863 W/UNDG

PPL 42139-

SV SV SV SV

18" CMP

INVERT (S)=1029.79'

TOP=1033.49'

INLET=2.20 X 2.20

18" CMP

INVERT (S)=1027.55'

18" CMP

INVERT (N)=1027.60'

TOP=1032.10'

INLET=2.20 X 2.20

6" METAL

INVERT (W)=1031.76'

4" PVC

INVERT (E)=1031.82'

6" VC

INVERT (N)=1031.86'

RIM ELEV=1033.93'

VALVE

TEST

MARKER

WATERLINE

MARKER

WATERLINE

INVERT=1032.60'

4" PVC

POLE

FLAG

NO. 1

AERATION TANK

NO. 2

AERATION TANK

BUILDING

CONTROL

SHED

SLUDGE DRYING BEDS

NO. 1

SETTLING TANK

NO. 2

SETTLING TANK

INJECTOR PIT

CHLORINE

CONTACT TANK

CHLORINE

PIT

FLOW METER

INVERT=1029.71'

16" DIP

INVERT=1026.87'

8" OUTFLOW

BIT DRIVEWAY

ELEV=1035.14'

NE BOLT OF FIRE HYDRANT

"X" MARK ON TOP OF

BM "A"

HOLDING

SLUDGE

INVERT=1030.31'

16" DIP

CP NO 1

INVERT=1023.54'

18" CMP

PLAN

0 2010 FEET

(FF = 1034.00)

POLE BUILDING

PROPOSED 24'x 22'

(SEE DETAIL)

V-NOTCH INV.=1026.52'

COMPOUND WEIR PLATE

REQUIRED

BENDS AS

12" PVC W/

PPL 42127-S55862

BM "A"

DOOR

3' MAN

EXISTING)

(REMOVE/REPLACE

16" CL. 52 DIP

(TBR)

3' 3'

DOOR

ROLLUP

10'x10'

1028.88')

(INV.=

16" DIP

(TBR)

INV. = 1024.62'

12" SDR-26 PVC

INV. = 1023.50'

12" SDR-26 PVC

INV.=1028.35'

16" DIP

10'

6" CONCRETE PAD

SAMPLER ON NEW

RELOCATE EFFLUENT

INV.=1030.21'

16" DIP

INV OUT=1021.38'

TOP=1033.69'

MANHOLE MH109

(TBR)

EX ELEC JB

US 1

OM2

US 1

OM2

P 1

OM2

1TO

1LA

1TO

2 BO

1LA

(TYP. 4)

BOLLARD

CONCRETE

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\004_GradingPlan.dgn (Default)zsullivan 03\16\2026 15:19:08

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Borough of Ringtown, Schuylkill County, Pennsylvania

ZRS JMKZRS

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

3/6/2026

GRADING PLAN

STRUCTURE AND SHALL NOT BE ALLOWED TO POND.

OTHERWISE NOTED. STORMWATER RUNOFF SHALL BE DIRECTED TO APPROVED DRAINAGE

BUILDINGS AND STRUCTURES. A MINIMUM OF 1% SLOPE SHALL BE PROVIDED UNLESS

1.ALL PAVED AND UNPAVED AREAS SHALL BE GRADED WITH POSITIVE DRAINAGE AWAY FROM

NOTES:

C-002

BM 287BM "A"

SV SV SV SV

18" CMP

INVERT (S)=1029.79'

TOP=1033.49'

INLET=2.20 X 2.20

18" CMP

INVERT (S)=1027.55'

18" CMP

INVERT (N)=1027.60'

TOP=1032.10'

INLET=2.20 X 2.20

6" METAL

INVERT (W)=1031.76'

4" PVC

INVERT (E)=1031.82'

6" VC

INVERT (N)=1031.86'

RIM ELEV=1033.93'

INVERT=1032.60'

4" PVC

BUILDING

CONTROL

SHED

INVERT=1029.71'

16" DIP

INVERT=1026.87'

8" OUTFLOW

BIT DRIVEWAY

ELEV=1035.14'

NE BOLT OF FIRE HYDRANT

"X" MARK ON TOP OF

BM "A"

INVERT=1030.31'

16" DIP

CP NO 1

INVERT=1023.54'

18" CMP

PLAN

0 2010 FEET

PPL 42127-S55862

BM "A"

INV OUT=1021.38'

TOP=1033.69'

MANHOLE MH109

PLAN

0 2010 FEET

(FFE = 1033.75')

POLE BUILDING

PROPOSED 24'x 22'

1032.70'

1032.35'

1032.45'

1032.55'

1033.75'1033.75'

1033.75'

1033.65'

1033.75'

1032.55'

1033.74'

1033.70' 1033.35'

1033.50'

1033.95'

1033.30'

1033.45' 1033.60'

1033.55' 1033.75'

1033.70'

1033.65'

(~61 S.Y.)

PAVEMENT REST.

(~18 S.Y.)

PAVEMENT REST.

(~241 S.F.)

SIDEWALK REST.

(INV.=1029.65')

EXISTING INLET

4" PVC TIE-IN TO

(MIN. 2% SLOPE)

DOWNSPOUT PIPE

4" SCH. 40 PVC

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\005_Hydaulic_Profile.dgn (Default)zsullivan 03\16\2026 15:07:30

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

0 105 FEET

HYDRAULIC PROFILE

Borough of Ringtown, Schuylkill County, Pennsylvania

3/6/2026ZRS ZRS JMK

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

1040.00

1035.00

1030.00

1015.00

1020.00

1025.00

1045.00

1040.00

1035.00

1030.00

1015.00

1020.00

1025.00

1045.00

C-003

INV. = 1028.35'

1040.00

1035.00

1030.00

1015.00

1020.00

1025.00

1045.00

MH109

INV. = 1024.62'

12" PVC

1026.52'

V-NOTCH INV.=

COMPOUND WEIR

INV. = 1023.50'

12" PVC

FLOWMETER PIT

CHLORINE

CONTACT

TANKS

(71.7' @ 0.74%)

16" DIP

DIP

EX. 16"

(42'@ 2.24%)

12" PVC

1040.00

1035.00

1030.00

1015.00

1020.00

1025.00

1045.00

CLARIFIER

AERATION BASIN

INV. = 1030.31'

INV. = 1030.21'

INV. = 1028.88'

INVERT=1026.68'

18" CMP

F.F. = 1304.00'

(71.7' @ 0.74%)

16" DIP

W.S. EL. = 1031.30'

(14.34' @ 0.70%)

16" DIP

1028.88'

CHANNEL INV. =

24'

DIP

EX. 16" UV BUILDING

UV CHANNEL

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\010_MIscDets.dgn (Default)zsullivan 03\16\2026 15:10:27

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

NOT TO SCALE

" ANCHOR @ 12" OC

‚" DIA. ALUM. ROD

ALUMINUM GRATING FRAME

ALUMINUM GRATING

COAT OF BITUMINOUS PAINT

SHALL BE PAINTED WITH ONE

CONTACT WITH CONCRETE

NOTE: ALL ALUMINUM SURFACES IN

TYPICAL CORNER REINFORCEMENT PLAN

NOT TO SCALE

TYPICAL PIPE PENETRATION DETAIL

ADDTION TO DIAGANOL BARS SHOWN).

EACH SIDE OF PENETRATION, EACH FACE, EACH WAY (IN

DOUBLE THE STANDARD FULL-LENGTH REINFORCEMENT ON

WITHIN THE CLEAR DISTANCE OF PENETRATION) AND ADD

OF BARS, PROVIDE CUT BARS AT STANDARD SPACING (TO

NOTE: WHERE PENETRATION WILL INTERUPT STANDARD PLACEMENT

(TYP)

REINFORCEMENT

DOUBLE

VARIES

SIZE

OP'G

#4 BAR (TYP)

(TYP)

2" CLR

NOT TO SCALE

ALTERNATE PIPE PENETRATION DETAIL

FOR ADDITIONAL INFO, SEE TYP PIPE PENETRATION DETAIL

(TYP)

REINFORCEMENT

DOUBLE

#4 BAR (TYP)

(TYP)

2" CLR

Y P

CONCRETE

EDGE OF

NOT TO SCALE

PIPE SLEEVE

OR FLOOR

FINISHED WALL

ENDS w/ASPHALT MASTIC

SPACE w/ OAKUM AND

AROUND PIPE, FILL

1" TO 2" CLEARANCE

NOT TO SCALE

END VIEW

WALL SLEEVE

PENETRATION SEAL

CARRIER LINE

3. PENETRATION SEAL: LINK SEAL OR APPROVED EQUAL.

ON CENTER WITH THE PIPE.

BETWEEN THE PIPE AND SLEEVE. THE SLEEVE SHALL BE ACCURATELY LOCATED

BE LARGE ENOUGH TO PROVIDE A MINIMUM CLEAR DISTANCE OF 1‚ -INCH

A CAST-IRON SLEEVE. THE SLEEVE SHALL MATCH WALL THICKNESS AND SHALL

2. PIPE PASSING THROUGH THE CONCRETE WALL/ FLOOR SHALL BE PROVIDED WITH

OTHERWISE NOTED.

1. ALL PENETRATIONS REQUIRING WATERTIGHTNESS TO BE TYPE B, UNLESS

NOTES:

WALL PENETRATION DETAIL

TYPE "A"

WALL PENETRATION DETAIL

TYPE "B"

ALUMIMUM GRATING DETAIL

12"

SHEET 7

SIZES AND SPACING, SEE

VERTICAL REINFORCEMENT

NOTE: FOR HORIZONTAL AND

6" SCHEDULE 40 STEEL PIPE,

PAVEMENT SURFACE

CONCRETE

1'-6"

DOMED FOR DRAINAGE

FILLED WITH CONCRETE

PRIMED AND PAINTED YELLOW,

NOT TO SCALE

TYPICAL BOLLARD DETAIL

AND DOWNSTREAM SIDES)

FRAME (TYP. UPSTREAM

STEEL ANGLE IRON

2" x 2" STAINLESS

AND FRAME

BETWEEN WEIR PLATE

NEOPRENE GASKET

4.13'

1.12'1.90'1.12'

120°

COMPOUND WEIR PLATE

1/4" STAINLESS STEEL

IN FLOW METER PIT

COMPOUND WEIR DETAIL

NOT TO SCALE

WEIR PLATE ELEVATION VIEW

WEIR PLATE FRAME PLAN VIEW

WEIR PLATE & FRAME ELEVATION VIEW

ALL SURFACES

WATERTIGHT AROUND

SEAL WEIR FRAME

SPACED EVERY 6" (TYP)

…"x4" ANCHOR BOLTS

Borough of Ringtown, Schuylkill County, Pennsylvania

JMK 3/9/2026ZRS ZRS

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

FLUSH W/ WALLS (TYP. EA SIDE)

SEAL WITH NON-SHRINK GROUT

SEAL AROUND PENETRATION

NW AND NE SIDE OF PROPOSED UV BUILDING

NOTE: INSTALL CONCRETE BOLLARD AROUND

DETAILS

C-004

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\011_MIscDets.dgn (Default)zsullivan 03\16\2026 15:12:01

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Borough of Ringtown, Schuylkill County, Pennsylvania

JMK 3/9/2026ZRS ZRS

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

x x x x x x x x x x x x x x x x x x x x x

TYPICAL SIDEWALK SECTION

10'-0" (TYPICAL)

10'-0" MAXIMUM

1/4" PREMOLDED EXPANSION MATERIAL AT

SCORED JOINTS AT 5'-0" O.C.

NOT TO SCALE

OUTSIDE PENNDOT RIGHT-OF-WAY

PRIMED AND PAINTED GREY,

6" SCHEDULE 40 STEEL PIPE,

PAVEMENT SURFACE

CONCRETE

1'-6"

DOMED FOR DRAINAGE

FILLED WITH CONCRETE

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

4" 2A STONE (COMPACTED)

STRENTH OF 3750 PSI)

(CLASS AA, MINIMUM COMPRESSIVE

5" CONCRETE WITH 6x6 W1.4xW1.4*

NOT TO SCALE

TYPICAL BOLLARD DETAIL

NOT TO SCALE

6" COMPACTED SUBBASE MATERIAL (#2A)

COMPACTED SUBGRADE

NOTES:

UNLESS OTHERWISE NOTED

* 6" CONCRETE WITH 6x6 W1.4xW1.4 FOR DRIVEWAYS

SPECIFICATIONS

ALL SIDEWALKS SHALL CONFIRM TO PENNDOT STANDARDS AND 5.

MINIMUM COMPRESSIVE STRESS OF 3500 PSI.

ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED AND HAVE A 4.

PAVEMENTS.

A NONSLIP FINISH SHALL BE PROVIDED ON ALL PEDESTRIAN 3.

EXISTING CONCRETE.

" EXPANSION MATERIAL AT ALL LOCATIONS ABUTTING 4

1PLACE 2.

SIDEWALK SHALL SLOPE 1% MINIMUM TOWARD CURB.1.

REMOVABLE PER PPL STANDARD DETAILS

NOTE: BOLLARDS AROUND PPL TRANSFORMER TO BE

" COMPACTED DEPTH2

1MM MIX, 1

WMA WEARING COURSE, PG 64S-22, 9.5

SUPERPAVE ASPHALT MIXTURE DESIGN.

25.0 MM MIX, 3" COMPACTED DEPTH

WMA BASE COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE DESIGN.

" SAW CUT4

D ï

1" MIN

2" MIN CLEARANCE

1" MIN

NOT TO SCALE

NOTE:TERMINATE ALL REINFORCEMENT AT JOINT NOTE:TERMINATE ALL REINFORCEMENT AT JOINT

NOT TO SCALE

TYPICAL CONSTRUCTION JOINT TYPICAL EXPANSION JOINT

BARS

COATED DOWEL

#9 x 18" LONG

JOINT SEALING MATERIAL

" BEVEL8

1" RADIUS OR 4

EXPANSION JOINT FILLER

APPROVED TUBE

JOINT SEALING MATERIAL

AT 30"

TIEBOLT SPACED

#4 x 30" LONG

(TYP)

60'

VARIES

CONCRETE JOINT LAYOUT

NOT TO SCALE

DOLLY STRIP TO BE 10' WIDE2.

OR ALTERNATING PATTERN.

CAST SLAB SECTIONS IN STAGGERED 1.

(TYP)

30'

NOTE:

CONTRACTION JOINT EXPANSION JOINT (TYP)

CONTRACTION JOINT (TYP)

@ 16" O.C.E.W.

8" SLAB W/#4 BARS

" SAW CUT8

JOINT SEALING MATERIAL

MATERIAL 1"

JOINT BACKING

NOTE:TERMINATE ALL REINFORCEMENT AT JOINT

NOT TO SCALE

TYPICAL CONTRACTION JOINT

FINISHED GRADE

PROCTOR DENSITY (TYP)

COMPACTED TO 97% STANDARD

SUITABLE MATERIAL

PROPOSED PIPE

COMPACTED TO 97% STANDARD PROCTOR DENSITY

3. EXCEPT TOPSOIL, ALL BACKFILL MATERIALS MUST BE

THICKNESS OF THE COMPACTED LAYERS BEING PLACED

WITH A DIAMETER GREATER THAN ONE-HALF THE

ORGANIC MATTER, FROZEN MATERIAL, OR LARGE STONES

2. SUITABLE MATERIAL: MATERIAL CONTAINING NO DEBRIS,

1. ALL BACKFILL MATERIAL IS SUBJECT TO OWNER APPROVAL

NOTES:

AND PAVED AREAS

BENEATH EXISTING ROADS

AND OPEN AREAS

BENEATH LAWNS

CROSS SECTION

PERMANENT PAVING

MIN.

12"

CLEAN TOPSOIL AND SEED

6" MIN.

BACKFILL

COURSE AGG.

NO. 2A

CAUTION TAPE

STONE

AASHTO NO. 8

8" MAX.

6" MIN.

EARTH

UNDISTURBED

NOT TO SCALE

SANITARY SEWER TRENCH DETAIL

ESTABLISHED GRADE

V A

1'-6" MIN.

EXISTING PIPE

ALTERNATIVE NO. 2

ALTERNATIVE NO. 3

C O

V E

C O

V E

BE MAINTAINED

4'-6" MIN. COVER MUST

UTILITY CROSSING DETAILS

NOT TO SCALE

ESTABLISHED GRADE

M A

1'-6" MIN.

BEND ANCHOR (TYP.)

EXISTING PIPE

IN LINEAL FOOT PRICE FOR USE OF ALTERNATIVE NO. 1.

BENDS WHEN UTILIZING ALTERNATIVE NO. 1. PRICE SHALL BE INCLUDED

CONTRACTOR SHALL NOT BE PAID FOR ANY ADDITIONAL VERTICAL

UTILIZE ALTERNATIVE NO. 1.

NO. 2 AND NO. 3. CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL TO

CONTRACTOR SHALL MAKE EVERY ATTEMPT TO UTILIZE ALTERNATIVE

PARALLEL WATERLINE SHALL BE CONCRETE ENCASED.

TRENCH WALL SEPARATION SHALL BE ATTAINED. IF LESS THAN 18",

DUE TO LOCAL CONDITIONS, THE MAXIMUM FEASIBLE UNDISTURBED

AS PER CONCRETE ENCASEMENT DETAIL.

VERTICAL SEPARATION MUST BE ENCASED WITH CONCRETE

ALL UTILITY CROSSINGS THAT DO NOT PROVIDE THE MINIMUM 18"

UTILITY CROSSING NOTE:

OR STANDARD BUTTRESS

UNDISTURBED EARTH

C O

V E

C O

V E

ALTERNATIVE NO. 1

CLASS A CONCRETE

6" NO. 2A STONE

CLASS A CONCRETE

6" NO. 2A STONE

PROPOSED WATERLINE

O.D. 1'-0"1'-0"

COMPACTED SUBGRADE

O .D

O.D. 1'-0"1'-0"

PROPOSED WATERLINE

NOTE: WATERMAIN SHALL BE ENCASED FOR A DISTANCE OF 6' FEET LEFT AND RIGHT OF THE CROSSING.

EXISTING SANITARY / STORM SEWER LINE

OF SANITARY / STORM SEWER LINE

CONCRETE ENCASEMENT FOR WATERLINE WITHIN 18"

NOT TO SCALE

4'-0" MIN

SLOPE

1 1/2 : 12

SQUARE

2'-0"

PRECAST BASE

TO INVERT OUT

UNIFORM SLOPE

(TYP)

LINK SEAL

8" MIN

INFLUENT PIPE

TEE

STONE

NO. 57 CRUSHED

OR MORTAR DAM

3" HIGH BRICK

PIPE.

TO BE SAME SIZE AS INFLUENT

TEE, BEND, AND ALL PIPING

MANHOLE DROP WITH CONNECTION

NOT TO SCALE

90°BEND

RESTORATION DETAIL

TYPICAL PERMANENT PAVING

DETAILS

C-005

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\006_BuildPlan_Sections.dgn (Default)zsullivan 03\16\2026 15:13:35

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

UV BUILDING PLAN & SECTIONS

Borough of Ringtown, Schuylkill County, Pennsylvania

Drawn: ZRS JMKZRS 3/9/2026

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

S-001

BUILDING SECTION A-A

3/8" = 1'-0"

1 0 1 2 3 FEET

WWF ON 6 MIL POLY VAPOR BARRIER

6" THK CONC SLABW/ 6"x6"-W2.9xW2.9

HORIZONTAL WALL PURLINS

HOUSING

ROLL-UP DOOR

ROOF PURLINS

METAL RIDGE CAP

METAL ROOF PANELS

4'-0" SPACING

ROOF TRUSSES @

POLE BLDG FOOTING

TYPICAL CONCRETE

FASCIA TRIM

METAL SOFFIT &

PANELS

METAL SIDING

ROLL-UP DOOR OPENING

METAL TRIM AROUND

FINISH GRADE

COMPACTED AGGREGATE

4" AASHTO NO. 57

SUBGRADE

COMPACTED

ROLL-UP DOOR

10'x10' METAL

22'-0"

M I

E A

G H

(TYP)

1'-0"

M I

FIN FLR ELEV 1033.75

TRENCH INV ELEV 1028.88

SEE SHEET NO. 8

FOR UV TRENCH DETAILS,

ISLAND ELEV 1030.60

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE061875

JENNIFER M. KOWALONEK

BUILDING SECTION B-B

3/8" = 1'-0"

1 0 1 2 3 FEET

4'-0" SPACING

ROOF TRUSSES @

WWF ON 6 MIL POLY VAPOR BARRIER

6" THK CONC SLABW/ 6"x6"-W2.9xW2.9

HORIZONTAL WALL PURLINS

POLE BLDG FOOTING

TYPICAL CONCRETE

FINISH GRADE

PANELS

METAL SIDING

FASCIA TRIM

METAL SOFFIT &

WOOD FRAMING,

COMPACTED SUBGRADE

COMPACTED AGGREGATE

4" AASHTO NO. 57

24'-0"

(TYP)

1'-0"

E A

G H

M I

SEE SHEET NO. 8

FOR UV TRENCH DETAILS,

FIN FLR ELEV 1033.75

TRENCH INV ELEV 1028.88

ISLAND ELEV 1030.60

24'-0"

7'-0" 7'-0"10'-0"

‚" = 1'-0"

2 0 2 4 FEET

BUILDING FLOOR PLAN

METAL ROLLUP DOOR

10'-0"x10'-0"

& FRAME

METAL DOOR

3'-0"x7'-0"

(TYP)

METAL SIDING

WOOD POSTS (TYP)

VAPOR BARRIER

WWF ON 6 MIL POLY

W/ 6"x6"-W2.9xW2.9

6" THK CONC SLAB

FIN FLR ELEV - 1033.75

FLOW FLOW

(TYP)

16" DIP

B B

(SEE DETAIL ON SHEET 10)

OVER ENTIRE TRENCH

ALUMINUM GRATING & FRAME

SEE PLAN ON SHEET 8.

FOR UV TRENCH LAYOUT,

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\007_BuildingElevs.dgn (Default)zsullivan 03\16\2026 15:14:47

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

UV BUILDING ELEVATIONS

Borough of Ringtown, Schuylkill County, Pennsylvania

Drawn: ZRS JMKZRS 3/9/2026

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

S-002

NORTH ELEVATION

‚" = 1'-0"

2 0 2 4 FEET

‚" = 1'-0"

2 0 2 4 FEET

‚" = 1'-0"

2 0 2 4 FEET

SOUTH ELEVATION

‚" = 1'-0"

2 0 2 4 FEET

EAST ELEVATION

WEST ELEVATION

10'-0"7'-0"

24'-0"

7'-0"

22'-0"

9'-4"3'-4"9'-4"

24'-0"

12 12

METAL ROLLUP DOOR

M E

T A

L L

U P

O R

E A

G H

E A

G H

E A

G H

CAP

METAL RIDGE

TRIM

METAL GABLE

TRIM

METAL GABLE

CAP

METAL RIDGE

FINISH GRADE (TYP)

TRIM

CORNER

METAL

TRIM

CORNER

METAL

METAL SIDING

CAP

METAL RIDGE

TRIM

METAL GABLE

TRIM

CORNER

METAL METAL SIDING

FINISH GRADE (TYP)

ALL SIDES (TYP)

1'-0" OVERHANG

FIN FLR ELEV - 1033.75(TYP)

PANELS

METAL SIDING

METAL ROOFING PANELS

PANELS

METAL ROOFING

22'-0"

12 12

E A

G H

TRIM

METAL GABLE

CAP

METAL RIDGE

TRIM

CORNER

METAL

PANELS

METAL SIDING

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\008_TrenchPlan_Sections.dgn (Default)zsullivan 03\16\2026 15:15:59

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

UV TRENCH PLAN & SECTIONS

Borough of Ringtown, Schuylkill County, Pennsylvania

Drawn: ZRS JMKZRS 3/9/2026

WWTP UV DISINFECTION INSTALLATION PROJECT

RINGTOWN MUNICIPAL SEWER AUTHORITY

S-003

1'-6"4'-0"1'-6" 12"12"

FIN FLR ELEV 1033.75

ELEV 1028.88

TRENCH INV

(TYP)

1'-6"

TRENCH SECTION C-C

1 0 1 2 FEET

ƒ" = 1'-0"

12'2'-0"12"

VAPOR BARRIER

ON 6 MIL POLY

6x6-W2.9xW2.9 WWF

6" CONC SLAB W/

(TYP)

PVC WATERSTOP

2x4 KEYWAY &

(TYP)

EACH WAY

#5 @ 12"

(TYP)

TOP & BOTT

4-#5 @12" MAX TOP & BOTT

#5 @ 12"

COMPACTED AGGREGATE

4" AASHTO NO. 57

AGGREGATE

COMPACTED

AASHTO NO. 57

SEE DETAIL IN SHEET 10

METAL GRATING & FRAME

1030.60

ISLAND ELEV

TRENCH SECTION D-D

1 0 1 2 FEET

ƒ" = 1'-0"

FIN FLR ELEV 1033.75

(TYP)

PVC WATERSTOP

2x4 KEYWAY &

(TYP)

TOP & BOTT

4-#5 @12" MAX

TOP & BOTT

#5 @ 12"

COMPACTED AGGREGATE

4" AASHTO NO. 57

SEE DETAIL ON SHEET 10

METAL GRATING & FRAME

24'-0"

(TYP)

EACH WAY

#5 @ 12" MAX

20'-6"

METAL SIDING

BLDG FRAMEWORK

1'-9"

1'-10…" 1'-10…"

12"1'-6"11'-9 1/4"1'-6"12"

1'-9"

FLOW

DETAILS ON SHEET 10

INTO UV TRENCH, SEE

FOR 16" DIP PENETRATION

NOTE:

(INV OUT=1031.21)

16" DIP

BARRIER

VAPOR WWF ON 6 MIL POLY

6" CONC SLAB W/6x6-W2.9xW2.9

COMPACTED AGGREGATE

4" AASHTO NO. 57

FLOW

(INV OUT=1028.88)

16" DIP

TRENCH ELEV 1028.88

ISLAND ELEV 1030.60

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE061875

JENNIFER M. KOWALONEK

‚" = 1'-0"

2 0 2 4 FEET

TRENCH LAYOUT PLAN

FLOWFLOW

24' OUT TO OUT BLDG

D G

T R

E N

C H

T R

E N

C H

TRENCH

1.5'

TRENCH

1.5'

1'1'

17'-6" 1'-3"1'-3"

SHEET 9

SEE DETAILS ON

(TYP 4 LOCATIONS)

ALUMINUM SLIDE GATE

DETAILS, SEE SHEET 10

FOR WALL PENETRATION

16" DIP TYP),

3.46'12'-6"3.46'

WALLS)

(TYP ALL TRENCH

CONCRETE WALLS

12" THICK REINFORCED

AGGREGATE

COMPACTED

AASHTO NO.57

15.5'

1.86'

11.78'

1.86'

32082.20 Y:\Pennsylvania\32000S\32082.20_MABR_UV\Eng_Docs\Structure\009_UV_EquipPlan_Sections.dgn (Default)zsullivan 03\16\2026 15:17:37

Sheet No.:reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

UV EQUIPMENT PLAN & SECTIONS

L A

M P

S T

A T

U S

T O

L A

M P

S T

A T

U S

T O

B O

T T

O M

B O

T T

O M

L A

M P

S T

A T

U S

B O

T T

O M

T O

S T

A T

U S

L A

M P

T O

S T

A T

U S

L A

M P

T O

2 B O

T T

O M

B O

T T

O M

S T

A T

U S

T O

L A

M P

B O

T T

O M

L A

M P

S T

A T

U S 1

T O

L A

M P

S T

A T

U S 1

T O

B O

T T

O M2

B O

T T

O M2

L A

M P

S T

A T

U S

B O

T T

O M

T O

S T

A T

U S 1

L A

M P

T O

S T

A T

U S

L A

M P

T O

B O

T T

O M

B O

T T

O M2

S T

A T

U S

T O

L A

M P

B O

T T

O M2

PLAN VIEW

SECTION E-E SECTION F-F

NOT TO SCALE NOT TO SCALE

L D I

N G

24'-0" UV BUILDING

10'x10' METAL ROLL-UP DOOR

& FRAME

METAL DOOR

3'-0"x7'-0"

5'-11"1'-6" 1'-6" 3'-4„"

3'-5„"

NOT TO SCALE

(4 REQ'D FOR UV BANK)

…"x4" ANCHOR BOLTS

VIEWING PLATE (TYP)

MODULE LAMP STATUS

AROUND ALL SURFACES

SEAL WEIR WATER TIGHT

(8 REQ'D)

…"x4" ANCHOR BOLTS

(GRATING TO BE REMOVABLE)

ALUMINUM GRATING AND FRAME

W/ DRAIN PLUG 1" NPT

LEVEL CONTROL WEIR

STANDARD 3600K-1

CORD (TYP)

10'-0" POWER

FLOW

GROUND (TYP)

STANDARD PLUG W/

(6 REQ'D /BANK)

4-64 UVPTP MODULE

FLOW

ADJUSTABLE �•"

UV RACK VERTICALLY

W/ DRAIN PLUG 1" NPT

LEVEL CONTROL WEIR

STANDARD 3600K-1

1'-6" ƒ

THIS SHEET

SEE DETAILS ON

(TYP 4 LOCATIONS)

ALUMINUM SLIDE GATE

Borough of Ringtown, Schuylkill County, Pennsylvania

Drawn: ZRS ZRS JMK 3/9/2026

RINGTOWN MUNICIPAL SEWER AUTHORITY

WWTP UV DISINFECTION INSTALLATION PROJECT

INV ELEV = 1028.88'

WL=1029.92'

WL=1299.55'

ELEV = 1029.80'

ELEV = 1030.60'

ARE TYPICAL FOR BOTH UV UNITS

DIMENSIONS AND CALLOUTS SHOWN

NOTE:

S-004

CHANNEL

BOTTOM OF

C H

A N

P T

WALL

TOP OF

STEM

RISING

STEM

RISING

STAND

FRAME

GATE

TOP OF

GATE

1'-6"

G A

G H

GATE BOTTOM

SECTION

BEARING PADS

ENCLOSED POLYMER

F.F.E.=1033.75'

CHANNEL BOTTOM

ELEV.=1028.88'

1'-6"

SECTION

TRENCH WIDTH

BOTTOM

BEVEL GATE

GATE

ALUMINUM

ACME ROD

TRIPLE LEAD

1.125"| STA. STL

NUT

LIFTING

BRASS

2. PROVIDE NON-OZONE DEPLETING BITUMINOUS COATING ON CHANNEL FRAME.

1. ALL SLIDE GATE HARDWARE SHALL BE STAINLESS STEEL.

NOTE:

GATE

HANDWHEEL

16" DIA. ALUMINUM

ELEVATION

ALUMINUM SLIDE GATE DETAIL

N.T.S.

P E

N S Y L V

I A

C O

M O

REGISTERED

PROFESSIONAL

ENGINEER

Sheet No.:2/10/2026Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

Alfred Benesch & Company 400 One Norwegian Plaza Pottsville, Pennsylvania 17901 570-622-4055

Copyright 2022, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.NMJR/CJB RCS

Frazer, Pennsylvania

(610) 407-4100 kegi.net

Keystone E N G I N E E R I N G G R O U P

ACM

WWTP UV DISINFECTION PROJECT

MABR

BOROUGH OF RINGTOWN, SCHUYLKILL COUNTY, PENNSYLVANIA

E-001

UV BUILDING ELECTRICAL LEGEND

AutoCAD SHX Text X

AutoCAD SHX Text

DISPLAY OR OUTPUT FUNCTION

AutoCAD SHX Text

MEASURED VARIABLE

AutoCAD SHX Text

CHEMICAL IDENTIFIER (IF APPLICABLE)

AutoCAD SHX Text

UNIQUE IDENTIFIER NUMBER

AutoCAD SHX Text

CRXX

AutoCAD SHX Text

DUPLEX RECEPTACLE X=CIRCUIT (TYP. ALL)

AutoCAD SHX Text GENERAL NOTES: 1. ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF LATEST APPLICABLE VERSION OF THE INTERNATIONAL BUILDING CODE (IBC) AND NATIONAL ELECTRICAL CODE (NFPA 70) AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), AND UNDERWRITER'S LABORATORIES (UL) REQUIREMENTS. 2. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMAN LIKE ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMAN LIKE MANNER. REFER TO NECA 1 - GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION AND OTHER APPLICABLE NECA STANDARDS. CONDUIT PLANS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL TURNS, BENDS, FITTINGS, AND SPECIAL INTRICACIES. THIS DOES NOT LIMIT CONTRACTOR'S LIABILITY FOR THE INSTALLATION OF A SOUND AND COMPLETE SYSTEM THAT COMPLIES WITH THE NEC AND LOCAL CODES AND REGULATIONS. 3. PRIOR TO PURCHASING ANY MATERIALS OR COMMENCING WORK, PRIOR TO PURCHASING ANY MATERIALS OR COMMENCING WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, CONDUIT SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ENGINEER. 4. COORDINATE ALL WORK WITH STRUCTURAL, MECHANICAL, AND COORDINATE ALL WORK WITH STRUCTURAL, MECHANICAL, AND OTHER CRAFTS AS REQUIRED. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL WORK SHOWN ON OTHER DRAWINGS FOR VARIOUS ASPECTS OF THIS PROJECT AND COORDINATE ACCORDINGLY. 5. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT COMPLETELY TO PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT COMPLETELY TO PROVIDE FULLY OPERATIONAL SYSTEMS. 6. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. WHERE CONDUIT SIZE AND FILL IS NOT DEFINED ON THE SINGLE WHERE CONDUIT SIZE AND FILL IS NOT DEFINED ON THE SINGLE LINE OR INTERCONNECTION DIAGRAM, PROVIDE 3/4" CONDUIT WITH 2#12 AWG AND #12 AWG GROUND CONDUCTORS FOR SINGLE PHASE AND 3/4" CONDUIT WITH 3#12 AWG AND #12 AWG GROUND CONDUCTOR FOR 3 PHASE. 8. ALL 120V OR GREATER WIRING FOR DEDICATED OR MULTIPLE ALL 120V OR GREATER WIRING FOR DEDICATED OR MULTIPLE CIRCUITS IN THE SAME RACEWAY SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR.

AutoCAD SHX Text MECHANICAL/PLUMBING COORDINATION: 1. CONTRACTOR SHALL COORDINATE CHARACTERISTICS AND CONTRACTOR SHALL COORDINATE CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL AND PLUMBING EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING OR INSTALLING EQUIPMENT. CONTRACTOR SHALL FURNISH EQUIPMENT COMPATIBLE FOR THE VOLTAGES SHOWN ON THE MECHANICAL/PLUMBING DRAWINGS. 2. ALL MECHANICAL AND PLUMBING EQUIPMENT REQUIRING ALL MECHANICAL AND PLUMBING EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS, AND THE MECHANICAL/PLUMBING DRAWINGS.

AutoCAD SHX Text R

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SINGLE POLE WALL SWITCH

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DPDT WALL SWITCH

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3-WAY WALL SWITCH

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SWITCHING SYMBOLS MOUNTED 48" AFF UNLESS OTHERWISE NOTED

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LIGHTING SYMBOLS

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4-WAY WALL SWITCH

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DIMMER SWITCH

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SWITCH WITH PILOT

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MANUAL MOTOR STARTER SWITCH

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OCCUPANCY SENSOR SWITCH

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KEY-OPERATED SWITCH

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PHOTO ELECTRIC CONTROL

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OCCUPATION SENSOR, CEILING MOUNTED

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MOTOR STARTER R1 = DESIGNATIONR1 = DESIGNATION

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LIGHTING CONTACTOR R1 = DESIGNATIONR1 = DESIGNATION

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DOOR SWITCH

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AutoCAD SHX Text LIGHTING CONTACTOR REMOTE PUSH BUTTON ON-OFF CONTROL LC-1 = CONTACTOR CONTROLLEDLC-1 = CONTACTOR CONTROLLED

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LC-1

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POWER SYMBOLS RECEPTACLES MOUNTED 36" AFF UNLESS OTHERWISE NOTED

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RECEPTACLE-SINGLE

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SPECIAL PURPOSE RECEPTACLE X = VOLTAGE OR PURPOSE

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DOUBLE DUPLEX RECEPTACLE

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DATA OUTLET

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TELEPHONE OUTLET

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FLOOR BOX

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WALL MOUNTED

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JUNCTION OR PULL BOX

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DISCONNECT SWITCH

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HOA SWITCH

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STOP/LOCKOUT

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POWER TRANSFORMER

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MOTOR X = HORSEPOWER

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COUNTERTOP POWER STRIP

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EMERGENCY POWER SHUT-OFF SWITCH

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MOTOR STARTER R1 = DESIGNATIONR1 = DESIGNATION

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AAA

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XXX

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XX AF

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XX AT

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CIRCUIT BREAKER XX AT = AMP TRIP XX AF = AMP FRAME

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FVNR STARTER

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6 PULSE VFD

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18 PULSE VFD

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LINE REACTOR X = REACTOR IMPEDANCEX = REACTOR IMPEDANCE

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SOFT START

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ACTUATED VALVE

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DISCONNECT SWITCH X = FUSE RATING (IF SHOWN)

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FUSE

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GROUND

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INDICATING LAMP (LETTER DENOTES COLOR) R = RED G = GREEN A = AMBER Y = YELLOW

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ELECTRIC MOTOR 5 = HORSEPOWER = HORSEPOWER

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SINGLE LINE SYMBOLS

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SCHEMATIC DIAGRAM SYMBOLS

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CONTACT (SHOWN NORMALLY OPEN)

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CONTACT (SHOWN NORMALLY CLOSED)

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CONTACTOR COIL XX DENOTE #

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ELAPSED TIME METER

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ETM

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FACTORY WIRING

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FIELD WIRING

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INDICATING LAMP (LETTER DENOTES COLOR) R = RED G = GREEN A = AMBER Y = YELLOW

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THERMAL OVERLOAD

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SWITCH

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FLOAT SWITCH

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LIMIT SWITCH

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PRESSURE SWITCH

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TIMING RELAY NORMALLY CLOSED TIME TO OPEN X = INITIAL DELAY SETTING

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TEMPERATURE SWITCH

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OFF

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ON/OFF SWITCH

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FUSED CUTOUT SWITCH

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FLOW SWITCH

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LPB-3

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XXX

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CIRCUITING AND RACEWAY SYMBOLS

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HOMERUN LPB-3 = LIGHTING PANEL "B", CIRCUIT 3 XXX = CONDUIT NUMBER

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EXISTING CONDUIT

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NEW, ABOVEGROUND CONDUIT

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NEW, UNDERGROUND CONDUIT

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AIR TERMINAL

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GROUND ROD

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DEMOLITION HATCH

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UNDERGROUND ELECTRICAL DUCT BANK

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BARE COPPER GROUND CONDUCTOR, 2/0 UNLESS OTHERWISE NOTED

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GROUNDING TEST WELL

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CADWELD OR MECHANICAL BONDING

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TO BE MODIFIED HATCH

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DEMOLITION AND MODIFICATION

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FIRST LETTER 'A'

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SUCCEEDING LETTERS 'B'

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MEASURED VARIABLE

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DISPLAY OR OUTPUT FUNCTION

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ANALYZER

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ALARM

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BURNER

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CONTROL

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DIFFERENTIAL

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DIFFERENTIAL

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VOLTAGE

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PRIMARY ELEMENT

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FLOW RATE

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GLASS

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HAND

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HIGH

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CURRENT

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INDICATE

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POWER

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SCAN

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TIME

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CONTROL STATION

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LEVEL

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LOW/LIGHT

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MALFUNCTION

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MIDDLE

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TURBIDITY

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ORIFICE

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PRESSURE

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QUANTITY

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INTEGRATE/TOTALIZE

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REMOTE

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RECORD/PRINT

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SPEED/FREQUENCY

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SWITCH

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TEMPERATURE

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TRANSMIT

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MULTIVARIABLE

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MULTIFUNCTION

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VIBRATION

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VALVE

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WEIGHT

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LIMIT

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RELAY

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STATUS

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COMPUTING OR SIGNAL CONVERTING

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POSITION

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DRIVE/ACTUATE

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ABBREVIATIONS

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3 POLE

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NEMA 3R

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NEMA 4X

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AMP

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ALTERNATING CURRENT

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AMP FRAME

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AFF

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ABOVE FINISHED FLOOR

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AMP TRIP

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ATS

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AUTOMATIC TRANSFER SWITCH

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AWG

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AMERICAN WIRE GUAGE

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BLDG

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BUILDING

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CKT

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CIRCUIT

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CMD

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COMMAND

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CONTROL PANEL

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DIA

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DIAMETER

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DIV

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DIVISION

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DISCONNECT SWITCH

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EUH

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ELECTRIC UNIT HEATER

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EXP

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EXPLOSION PROOF (NEMA 8)

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FDBK

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FEEDBACK

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FVNR

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FULL VOLTAGE NON REVERSING

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FVR

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FULL VOLTAGE REVERSING

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GFI

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GROUND FAULT CIRCUIT INTERRUPTER

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GND

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GROUND

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HOA

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HAND-OFF-AUTOMATIC

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HORSE POWER

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HVAC

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HEAT-VENT-AIR CONDITIONING

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JUNCTION BOX

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KILOAMPERE

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KCMIL

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1000 CIRCULAR MILS

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KILOVOLT

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KVA

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KILOVOLT AMPERE

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KILOWATT

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LTG

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LIGHTING

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MAX

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MAXIMUM

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MANUFACTURER'S CABLE

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MCC

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MOTOR CONTROL CENTER

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MCP

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MOTOR CIRCUIT PROTECTOR

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MFR

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MANUFACTURER

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MIN

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MINIMUM

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MOTOR STARTER

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NEUTRAL

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NOT APPLICABLE

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NORMALLY CLOSED

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NEMA

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NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

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NORMALLY OPEN

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NUMBER

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PHASE

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PHASE

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PNL

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PANEL

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PSI

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POUNDS PER SQUARE INCH

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PVC

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POLYVINYL CHLORIDE

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QTY

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QUANTITY

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RGS

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RIGID GALVANIZED STEEL

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RVSS

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REDUCED VOLTAGE SOLID STATE

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SPARE

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STAINLESS STEEL

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STP

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SHIELDED TWISTED PAIR

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TYP.

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TYPICAL

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TVSS

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TRANSIENT VOLTAGE SURGE SUPRESSION

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UNLESS OTHERWISE NOTED

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VOLT

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VAC

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VOLTS ALTERNATING CIRCUIT

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VFD

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VARIABLE FREQUENCY DRIVE

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WIRE

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WPIU

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WEATHERPROOF IN-USE

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WEATHER RESISTANT

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XFMR

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TRANSFORMER

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INSTRUMENT SYMBOL DECODER

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KIRK KEY

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2 CYLINDER KIRK KEY

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XXX

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[CIRCUIT SIZE]

AutoCAD SHX Text CIRCUIT DESIGNATOR, WHERE `XXX' REPRESENTS THE CIRCUIT NUMBER AND [CIRCUIT SIZE] REPRESENTS CIRCUIT COMPOSITION, SEE THE CIRCUIT DECODER

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CIRCUIT DECODER

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3/4"C. 4#12, #12 GND

AutoCAD SHX Text 3/4" CONDUIT WITH (4) 12 AWG CONDUCTORS I.E., (3) PHASE AND (1) NEUTRAL, WITH (1) 12 AWG EQUIPMENT GROUNDING CONDUCTOR

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(4) 4"C. 3#350, #350N, #4/0 GND EA

AutoCAD SHX Text FOUR 4" CONDUITS WITH PARALLEL SETS OF THREE 350 KCMIL PHASE CONDUCTORS, A 350 KCMIL NEUTRAL CONDUCTOR AND A #4/0 AWG GROUND IN EACH

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(2) TC 3#500, #1 GND & #1/0 GND

AutoCAD SHX Text TWO TRAY CABLES, 3#500 KCMIL PHASE AND #1 GND WITH A SUPPLEMENTAL #1/0 GND RUN ALONG WITH THE CABLES IN THE TRAY

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1"C. 1-STP

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1" CONDUIT WITH ONE SHIELDED TWISTED PAIR CABLES

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1"C. (1) 12-FOC

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1" CONDUIT WITH ONE 12 STRAND FIBER OPTIC CABLE

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1"C. (1) 8PR#16

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1" CONDUIT WITH ONE 8 PAIR UNSHIELDED TWISTED PAIR CABLES

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2"C. (2) 4PR#18 STP

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2" CONDUIT WITH TWO 4 PAIR SHIELDED TWISTED PAIR CABLES

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CBM

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CABLE BY MANUFACTURER

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SITE PLAN POWER OR UTILITY POLE

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MOTOR ACTUATOR

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SOLENOID ACTUATOR

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SHUNT-TRIP

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EXPLOSION PROOF SWITCH

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NAME SIZE, PHASE PRIMARY - SECONDARY ENCLOSURE

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FUTURE

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AutoCAD SHX Text LIGHTING FIXTURE X = TYPE CEILING MOUNTED SPOT FIXTURE X = TYPE EMERGENCY LIGHT X = TYPE EXIT SIGN X = TYPE (WHERE THE ARROW INDICATES THE PATH OF EGRESS AND THE SHADED TRIANGLES INDICATE THE FACE WITH ``EXIT'' DISPLAYED) REMOTE EMERGENCY HEAD X = TYPE EXTERIOR WALL MOUNTED FIXTURE X = TYPE EXTERIOR POLE MOUNTED FIXTURE X = TYPE EXTERIOR POLE MOUNTED DOUBLE ARM FIXTURE X = TYPE

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EXISTING

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NEW

FLAG

POLE

S S

CONTROL

BUILDING

S S

Sheet No.:2/10/2026Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32082.20

Alfred Benesch & Company 400 One Norwegian Plaza Pottsville, Pennsylvania 17901 570-622-4055

Frazer, Pennsylvania

(610) 407-4100 kegi.net

Keystone E N G I N E E R I N G G R O U P

ACM

WWTP UV DISINFECTION PROJECT

MABR

BOROUGH OF RINGTOWN, SCHUYLKILL COUNTY, PENNSYLVANIA

E-101

UV BUILDING POWER PLAN

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PANEL 'A'

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PANEL 'B'

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AUTODIALER

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ATS

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GENERATOR ROOM

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BLOWER ROOM

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PANEL 'C'

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UTILITY METER

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200A FUSED DISCONNECT

AutoCAD…

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File details come from the government source that posted it. Updated Mar 17, 2026.