3-2026.07.17 MTA Phillips - Basin Modifications Construction Set.pdf

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

MAIDENCREEK TOWNSHIP AUTHORITY

PHILLIPS' FARM WATER TREATMENT FACILITY

MAIN STREET (S.R. 0073) BLANDON BERKS COUNTY PENNSYLVANIA

JULY, 2026

ISSUED FOR BID

D-20-0568-0278-G001 TITLE SHEET SHEET 01 OF 23

D-20-0568-0278-C101 SITE PLAN SHEET 02 OF 23

D-20-0568-0278-C102 EXISTING FEATURES AND DEMOLITION PLAN SHEET 03 OF 23

D-20-0568-0278-C201 GRADING AND UTILITY PLAN SHEET 04 OF 23

D-20-0568-0278-C202 PHASE 1 GRADING AND UTILITY PLAN SHEET 05 OF 23

D-20-0568-0278-C301 DRIVEWAY PROFILES SHEET 06 OF 23

D-20-0568-0278-C302 STORM PROFILES SHEET 07 OF 23

D-20-0568-0278-C303 TREATED WATER & SANITARY SEWER PROFILES SHEET 08 OF 23

D-20-0568-0278-C304 CHLORINE CONTACT PIPE PROFILE SHEET 09 OF 23

D-20-0568-0278-C305 WELL 6 &7 RAW WATER PROFILES SHEET 10 OF 23

D-20-0568-0278-C501 WATER DETAILS SHEET 11 OF 23

D-20-0568-0278-C502 SANITARY SEWER DETAILS SHEET 12 OF 23

D-20-0568-0278-C503 STORM SEWER DETAILS SHEET 13 OF 23

D-20-0568-0278-C504 SITE DETAILS SHEET 14 OF 23

D-20-0568-0278-C601 EROSION & SEDIMENT CONTROL OVERALL PLAN SHEET 15 OF 23

D-20-0568-0278-C602 EROSION & SEDIMENT CONTROL PLAN SHEET 16 OF 23

D-20-0568-0278-C603 EROSION & SEDIMENT CONTROL NOTES SHEET 17 OF 23

D-20-0568-0278-C604 EROSION & SEDIMENT CONTROL DETAILS I SHEET 18 OF 23

D-20-0568-0278-C605 EROSION & SEDIMENT CONTROL DETAILS II SHEET 19 OF 23

D-20-0568-0278-C606 EROSION & SEDIMENT CONTROL DETAILS III SHEET 20 OF 23

D-20-0568-0278-C901 POST CONSTRUCTION STORMWATER MANAGEMENT PLAN SHEET 21 OF 23

D-20-0568-0278-C902 POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS SHEET 22 OF 23 D-20-0568-0278-C903 POST CONSTRUCTION STORMWATER MANAGEMENT NOTES SHEET 23 OF 23SITE

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MARDEN DR.

TWP LEGAL R/W LINE

TWP LEGAL R/W LINE

PENNDO

T LEG

AL R/W

LINE

PENNDO

T LEG

AL R/W

LINE

C O

/V

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S.R. 0073 M

AIN ST.

T-794

S.R. 0073 (M

AIN ST.)

PEN

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WELLHEAD PROTECTION ZONE - 290 FT. RADIUS

W

ELLH

EAD

PR

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TEC

TIO

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E = 205 FT. R

AD

IU

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HC

HC

VA

N

HANDICAP

ACCESSIBLE

SIGNS

24'

20'

20'

24'10' 20'

24'

20' 21'

20'

20'

10'

12'

20'

18'

24'

24'

10'

13'

16'

10'

9'

10'

27'20'

10'

16'

15'

8'

'R

25'

140'R

5'R

5'R

100'R

5'R

62'R38'R

10'R

10'R

112'R

88'R

50'R 20'R

90'R

20'R

5'R 12 0'R

5'R

127'R

'R

25'R

103'R

20'R

5'R

'R

56'R

10'R

76'R

127'R

20'R

20'R

5'R

110'R

5'R

5'R

40'R

60'R

5'R

N88°30'38"E 139.67'

R=50.00'

L=83.06'

N88°56'50"W 45.09' R=100.00' L=29.89'

N73°51'46"E 25.20'

R=66.00'

L=120.17'

N54°22'37"E 60.24'

R=15.00' L=23.56'

62'R

N1 °5

3'1 3"

W

.1

4'

N54°25'16"W 37.17'

5'

15'

12'

5'

4'

LIMIT OF PENNDOT

PAVING SPEC

R =5

0.

0 0

L=

3 0 .7

2 '

PROPOSED UTIL.

POLE RELOCATION

24'

N34°17'59"E 64.07' R=100.00'L=71.39'

N75°12'16"E 67.98'

R =1

.0

0' L=

0.

N38°05'55"W 24.69'

R=50.00' L=22.07'

N63°23'16"W 10.86'

R=110.00' L=69.41'

R=90.0 0'

L=45.9 0'

N1 °5

3'1 3"

W

7.

PROVIDE 12' DEPRESSED CURB

WITH 5' TAPERED CURB RETURNS

FOR GRASS ACCESS ROAD

PROVIDE 6'x6'x1' SPLASH PAD

FOR BLOWOFF HYDRANT.

PROVIDE 6'x6 'x1

' SPLASH PAD

FOR BLOWOFF HYDRANT.

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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1-C101 SITE PLAN.DWG

8/19/2022

GTS

1" = 50'

ATL ATL

D-20-0568-0278-C101

MAIDENCREEK TOWNSHIP AUTHORITY

SITE PLAN

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

1" = 2,000'GRAPHIC SCALE

LOCATION MAP

SITE

CHAPTER 220 - ZONING ORDINANCE REQUIREMENTS

ZONING DATA: SITE IS LOCATED WITHIN

THE R-2 MODERATE-DENSITY RESIDENTIAL DISTRICT

SITE USE: MUNICIPAL SERVICES (OFFICE, WELLS, AND WATER TREATMENT FACILITY)

REQUIRED PROVIDED

MIN. NET LOT AREA 10,000 SQ. FT. 931,313 SQ. FT.

MIN. LOT WIDTH AT STREET LINE 80 FEET 598 FEET

MIN. LOT WIDTH AT BUILDING LINE 80 FEET 659 FEET

MIN. YARD REQUIREMENTS

FRONT 30 FEET 30 FEET

SIDE (EACH) 15 FEET 15 FEET

REAR 40 FEET 40 FEET

MAX. EXTENT OF IMPERVIOUS SURFACE 45%

MAX. HEIGHT 35 FEET <35 FEET

ACCESSORY STRUCTURES MIN. SIDE YARD 15 FEET N/A

ACCESSORY STRUCTURES MIN. REAR YARD 15 FEET N/A

ACCESSORY STRUCTURES MAX. SIZE 10% OF LOT SQ. FT. N/A

MIN. AREA USE (1 AC PER UNIT OF USE) 4 AC. 21.38 AC.

FLOOD HAZARD: SITE IS LOCATED WITHIN ZONE X - AREA OF MINIMAL FLOOD HAZARD.

WETLAND DELINEATION: A SITE ASSESSMENT HAS BEEN PERFORMED AND FOUND

NO WETLANDS PRESENT.

SLOPE CONTROLS: NO WORK WILL BE COMPLETED ON SLOPES IN EXCESS OF 15%.

PARKING REQUIREMENTS:

REQUIRED PROVIDED

REGULAR SPACE SIZE: 10 FT X 20 FT 10 FT X 20 FT

HANDICAPPED SPACE SIZE: 14 FT X 20 FT 18 FT X 20 FT

BACK-TO-BACK DOUBLE-BAY PARKING AISLE WIDTH: 24 FEET 24 FEET

SINGLE ROW PARKING AISLE WIDTH: 18 FEET 18 FEET

NUMBER OF SPACES FOR TOWNSHIP BUILDING (OFFICE BUILDINGS/OFFICE PARKS)

GROSS FLOOR AREA 5950 SQ. FT.

3.5 PARKING SPACE PER 1,000 SQ. FT. GROSS

FLOOR AREA 21 SPACES 30 SPACES

HANDICAP SPACES 1 SPACES 2 SPACES

NUMBER OF SPACES FOR TREATMENT BUILDING (UTILITY INSTALLATION)

2 SPACES PER INSTALLATION 2 SPACES 4 SPACES

TOTAL REGULAR PARKING SPACES 23 SPACES 34 SPACES

TOTAL HANDICAP PARKING SPACES 1 SPACE 2 SPACES

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

SHEET 02 OF 23

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

3 1/22/26 REVISED PER DEP REVIEW LETTER DATED 12/4/2025 CM

9 04/07/26 REVISED FOR NPDES PERMIT - REISSUED FOR CONSTRUCTION CM

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

G

RASS

ASPH

M B

WAL

K

BU

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IN

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M B

M B

M B

M B'S

M B

WA

LL

WA

LK

GRA

VEL

ASP

H

GRA

VEL

WA

LK

WA

LK

GRA

VEL

W

ALL

GRA

VEL

GRA

VEL

WA

LK

EP

EP

EP

EP

ASP

H

ASP

H

MARDEN DR.

CO

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CO

/V

C S

C S

C S

C S

S.R. 0073 M

AIN ST.

T-794

C S

C S

ASPH

GRAV

EL

S.R. 0073 (M

AIN ST.)

35235335

337337

WELLHEAD PROTECTION ZONE - 290 FT. RADIUS

W

ELLH

EAD

PR

O

TEC

TIO

N

ZO

N

E = 205 FT. R

AD

IU

S

ELE

CTRIC CONDUITS & CABLE

(T

BR)

EXISTING TRANSFORMER/

VAULT (TBR)

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2-C102 EX FEAT & DEMO PLAN.DWG

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By

: "M ig ue ll"

8/19/2022

GTS

1" = 50'

ATL ATL

D-20-0568-0278-C102

MAIDENCREEK TOWNSHIP AUTHORITY

EXISTING FEATURES & DEMOLITION PLAN

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

1" = 2,000'GRAPHIC SCALE

LOCATION MAP

SITE

SHEET 03 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT ECP

WELLHEAD PROTECTION ZONE - 290 FT. RADIUS

W

ELLH

EAD

PR

O

TEC

TIO

N

ZO

N

E = 205 FT. R

AD

IU

S

HC

HC

VA

N

3-RD

4-IG

3-RD

LIMIT OF PENNDOT

PAVING SPEC

PROPOSED UTIL.POLE RELOCATION

PROVIDE 12' DEPRESSED CURBWITH 5' TAPERED CURB RETURNSFOR GRASS ACCESS ROAD

PROVIDE 6'x6'x1' SPLASH PADFOR BLOWOFF HYDRANT.

PROVIDE 6'x6'x1' SPLASH PAD

FOR BLOWOFF HYDRANT.

W /4"

W /4"

D Y/4"

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

M B

M B'S

WALK

24" RCP

GRAVEL

W

ALL

GRAVEL

GRAVEL

WALK

EP

EP

ASPH

MARDEN DR.

8" V.T.C.

10" V.T.C

10" V.T.C

C O

/V

C S

T-794

C S

GRAVEL

S.R. 0073 (M

AIN ST.)

4" STL

6" C

.I.

6" C.I.

4" STL

6" C

.I.

EX. C

S FO

R

PR

O

PER

TY

N O

T VISIBLE

5+

0+00

1+00

2+00 3+00

4+

0+00

1+00

2+

3+003+64

GAS LINE TIE-IN

SAN MH-01

SAN MH-02

SAN DMH-04

SAN MH-03

4' o f 1

0" S

D R

-2

.6

240' of 10" SDR-26 @ 1.6%

25' of 10" SDR-26 @ 1.6%

PROVIDE RESTRAINED MECHANICAL

JOINT PIPE FROM TREATMENT BUILDING

TO 60' DOWNSTREAM OF 12" GATE VALVE

2" SCH 80 SERVICE

1" SCH 80 SAMPLE

4" SDR-26 LATERAL

60' of 24" HDPE @ 2.00%

53' of 24" HDPE @ 1.00%

62' of 15" HDPE @ 1.00%

21' of 15" HDPE @ 1.00%

' o f 2 4"

H

DP

E

.0

0%

45' of 15" HDPE @ 1.00%

51' of 14"x23" ERCP @ 0.5%

114' of 15" HDPE @ 1.00%

32' of 18" RCP @ 1.0%

21' of 15" HDPE @ 0.50%

22' of 15" HDPE @ 0.50%

' o f 1 5"

H D

PE

.0

0%

14' of 6" HDPE @ 1.00%51' of 6" HDPE @ 0.99%

42' of 15" HDPE @ 1.00%

28' of 8" HDPE @ 3.00%

60' of 15" HDPE @ 1.00%

CB-16

CB-03

ES-24

CB-10

CB-12

CB-13

CB-14

CB-17

CB-18

CB-19

CB-21

CB-23

CB-05

CB-07

CB-08

CB-22

CB-20

CB-15

CB-06

CB-09240' of 10" SDR-26 @ 1.6%

12 IN DUCTILE IRON PIPE

8 IN DUCTILE IRON PIPE

6 IN DUCTILE IRON PIPE

4" SDR-26 LATERAL

20' of 6" HDPE @ 1.00%

C.O.

C.S.

C.O.

REDUCE 48" D.I.P. CHLORINECONTACT PIPE TO 12" D.I.P.FOR 90° BENDS

38' of 6" HDPE @ 1.00%

140 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

180 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

8 IN GATE VALVE

BLOW OFF VALVE

BLOW OFF VALVE

6 IN GATE VALVE

OS-25

CB-25

55' of 15" HDPE @ 1.00%

48' of 15" H

DPE @

1.00%

' o f 1 5"

H

DP

E

.1

5%

' o f 1

5" H

DPE

1.

DOMESTIC

TREATED WATER

35' of 18" HDPE @ -0.84%

CLEANOUT (TYP.)

OS-3

CB-04

MH-03

ES-11

ES-28

RECONSTRUCT STORM SEWER AND RIPRAP

APRON

MRC BASIN 1

UNDERDRAIN SYSTEM

EMERGENCY SPILLWAY

INV. 349.60

EW-26 OS-27

7' of 15" HDPE @ 0.00%

ES-29

32' of 15" HDPE @ 0.00%

12" GATE VALVE

12" GATE VALVE

MRC BIORETENTION

BASIN 1

DETENTION

BASIN 2

CONSTRUCT 6" H

BERM BELOW DRIVE

TO POND WATER

AT INLETS

352 351 350 349 348 347 346

350 349 348 347

345345

TOP OF BERM 351.20

TOP OF BERM 352.05

WATER SERVICE CURB STOP

SANITARY MANHOLE

STORM MANHOLE

WATER VALVE

SANITARY CLEANOUT

INLET

GAS VALVE

FIRE HYDRANT

INTERMEDIATE CONTOURS

INDEX CONTOURS

SANITARY CLEANOUT/VENT

EXISTING FEATURES

EXISTING FEATURESSLANTED TEXT

SPOT ELEVATION

CURB LINE

DOUBLE PAINTED LINE

SINGLE PAINTED LINE

BUILDING

PROPERTY LINE

EDGE OF PAVING

UTILITY POLE

SIGN

LIGHT POST

DOWNSPOUT

CENTERLINE

BROKEN PAINTED LINE

LOT LINE

OVERHEAD ELECTRIC LINE

SIDEWALK/CONCRETE

DECIDUOUS TREE

EVERGREEN TREE

ZONING LINE

SOILS BOUNDARY

+322.00

+TC 324.50

I-1

+BC 322.00

CO

W

G

E

D

S

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

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PY

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S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

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3- C

G ra d in g an d U til ity

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7/ 8/

:3

PM

By : "M ig ue ll"

3-C201 GRADING AND UTILITY.DWG

8/19/2022

GTS

1" = 30'

ATL ATL

D-20-0568-0278-C201

MAIDENCREEK TOWNSHIP AUTHORITY

GRADING AND UTILITY PLAN

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

NOTES:

1. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS FOR

UNDERGROUND WATERLINES IN ACCORDANCE W/THE MTA

SPECIFICATIONS AND DETAILS.

2. UNDERGROUND WATERLINES SHALL BE INSTALLED WITH A MINIMUM

OF 4' OF COVER TO THE TOP OF PIPE.

3. SPLASH PAD FOR WELL 6 & 7 BLOWOFF HYDRANTS TO BE LOCATED &

INSTALLED BY CONTRACTOR AT POINT WHERE WATER IMPACTS

GROUND WHEN THE HYDRANT IS FULLY OPEN. SPLASH PAD TO BE #4

AASHTO STONE, OR APPROVED EQUAL.

4. GAS LINE FROM MAIN STREET TO METER SHALL BE EXCAVATED AND

BACKFILLED BY THE GENERAL CONTRACTOR; GAS LINE INSTALLED

BY UGI. IF REQUIRED , CONTRACTOR TO INSTALL GAS METER PADS

PER UGI REQUIREMENTS.

5. SEE SHEET C202 FOR THE PHASE 1 GRADING AND UTILITY PLAN.

6. SEE SHEET C503 FOR CONSTRUCTION PRACTICES NOTES FOR

CARBONATE AREAS.

SHEET 04 OF 23

LANDSCAPE PLANTING SCHEDULE

SHRUBS

CODE BOTANICAL NAME COMMON NAME SIZE TYPE QUANTITY

IG ILEX GALBRA INKBERRY HOLLY 3 GAL. CONTAINER 4

RD RHODODENDRON 'DELAWARE VALLEY WHITE' DELAWARE VALLEY WHITE AZALEA 3 GAL. CONTAINER 6

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 3/13/24 RESPONSE TO RFI GTS2

3 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

4 1/22/26 REVISED PER DEP REVIEW LETTER DATED 12/4/2025 CM

BASIN 1 REGRADING

SEE "BASIN 1 UNDERDRAIN" DETAIL ON

SHEET C902 FOR REVISED BASIN SUBGRADE

ELEVATION AND SOIL MEDIA DEPTH.

9 4/07/26 REVISED FOR NPDES PERMIT - REISSUED FOR CONSTRUCTION CM

WELLHEAD PROTECTION ZONE - 290 FT. RADIUS

ELLH

EAD

PR

O

TEC

TIO

N

ZO

N

E = 205 FT. R

AD

IU

S

3-RD

4-IG

3-RD

LIMIT OF PENNDOT

PAVING SPEC

PROVIDE 12' DEPRESSED CURBWITH 5' TAPERED CURB RETURNSFOR GRASS ACCESS ROAD

PROVIDE 6'x6'x1' SPLASH PADFOR BLOWOFF HYDRANT.

PROVIDE 6'x6'x1' SPLASH PAD

FOR BLOWOFF HYDRANT.

W /4"

W /4"

D Y/4"

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

M B

M B'S

WALK

24" RCP

GRAVEL

W

ALL

GRAVEL

GRAVEL

WALK

EP

EP

ASPH

MARDEN DR.

8" V.T.C.

10" V.T.C

10" V.T.C

TWP LEGAL R/W LINE

TWP LEGAL R/W LINE

PEN

N

D O

T LEG

AL R

/W

LIN

E

PEN

N

D O

T LEG

AL R

/W

LIN

E

C O

/V

C S

T-794

C S

GRAVEL

S.R. 0073 (M

AIN ST.)

4" STL

6" C

.I.

6" C.I.

4" STL

6" C

.I.

EX. C

S FO

R

PR

O

PER

TY

N O

T VISIBLE

GAS LINE TIE-IN

SAN MH-01

SAN MH-02

SAN DMH-04

SAN MH-03

4' o f 1

0" S

D R

-2

.6

240' of 10" SDR-26 @ 1.6%

25' of 10" SDR-26 @ 1.6%

PROVIDE RESTRAINED MECHANICAL

JOINT PIPE FROM TREATMENT BUILDING

TO 60' DOWNSTREAM OF 12" GATE VALVE

2" SCH 80 SERVICE

1" SCH 80 SAMPLE

4" SDR-26 LATERAL

60' of 24" HDPE @ 2.00%

53' of 24" HDPE @ 1.00%

62' of 15" HDPE @ 1.00%

21' of 15" HDPE @ 1.00%

' o f 2 4"

H

DP

E

.0

0%

45' of 15" HDPE @ 1.00%

51' of 14"x23" ERCP @ 0.5%

114' of 15" HDPE @ 1.00%

32' of 18" RCP @ 1.0%

21' of 15" HDPE @ 0.50%

22' of 15" HDPE @ 0.50%

' o f 1 5"

H D

PE

.0

0%

14' of 6" HDPE @ 1.00%51' of 6" HDPE @ 0.99%

42' of 15" HDPE @ 1.00%

28' of 8" HDPE @ 3.00%

60' of 15" HDPE @ 1.00%

CB-16

ES-24

CB-12

CB-13

CB-14

CB-17

CB-18

CB-19

CB-21

CB-23

CB-22

CB-20

CB-15

240' of 10" SDR-26 @ 1.6%

12 IN DUCTILE IRON PIPE

8 IN DUCTILE IRON PIPE

6 IN DUCTILE IRON PIPE

4" SDR-26 LATERAL

20' of 6" HDPE @ 1.00%

C.O.

C.S.

C.O.

REDUCE 48" D.I.P. CHLORINECONTACT PIPE TO 12" D.I.P.FOR 90° BENDS

38' of 6" HDPE @ 1.00%

140 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

180 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

8 IN GATE VALVE

BLOW OFF VALVE

BLOW OFF VALVE

6 IN GATE VALVE

OS-25

' o f 1 5"

H

DP

E

.1

5%

' o f 1

5" H

DPE

1.

DOMESTIC

TREATED WATER

35' of 18" HDPE @ -0.84%

CLEANOUT (TYP.)

OS-3

MH-03

ES-11

ES-28

RECONSTRUCT STORM SEWER AND RIPRAP

APRON

EMERGENCY SPILLWAY

INV. 349.60

EW-26 OS-27

7' of 15" HDPE @ 0.00%

ES-29

32' of 15" HDPE @ 0.00%

12" GATE VALVE

12" GATE VALVE

CONSTRUCT 6" H

BERM BELOW DRIVE

TO POND WATER

AT INLETS

DETENTION

BASIN 2

MRC BIORETENTION

BASIN 1

5+

0+00

1+00

2+00 3+00

4+

0+00

1+00

2+

3+003+64

352 351 350 349 348 347 346

350 349 348 347

345345

TOP OF BERM 351.20

TOP OF BERM 352.05

WATER SERVICE CURB STOP

SANITARY MANHOLE

STORM MANHOLE

WATER VALVE

SANITARY CLEANOUT

INLET

GAS VALVE

FIRE HYDRANT

INTERMEDIATE CONTOURS

INDEX CONTOURS

SANITARY CLEANOUT/VENT

EXISTING FEATURES

EXISTING FEATURESSLANTED TEXT

SPOT ELEVATION

CURB LINE

DOUBLE PAINTED LINE

SINGLE PAINTED LINE

BUILDING

PROPERTY LINE

EDGE OF PAVING

UTILITY POLE

SIGN

LIGHT POST

DOWNSPOUT

CENTERLINE

BROKEN PAINTED LINE

LOT LINE

OVERHEAD ELECTRIC LINE

SIDEWALK/CONCRETE

DECIDUOUS TREE

EVERGREEN TREE

ZONING LINE

SOILS BOUNDARY

+322.00

+TC 324.50

CB-1

+BC 322.00

CO

W

G

E

D

S

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

4- C

Ph

G ra d in g an d U til ity

.d w g

7/ 8/

:3

PM

By : "M ig ue ll"

4-C202 PH 1 GRADING AND UTILITY.DWG

2/24/2023

GTS

1" = 30'

ATL ATL

D-20-0568-0278-C202

MAIDENCREEK TOWNSHIP AUTHORITY

PHASE 1 GRADING AND UTILITY PLAN

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 05 OF 23

NOTES:

1. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS FOR UNDERGROUND WATERLINES IN

ACCORDANCE W/THE MTA SPECIFICATIONS AND DETAILS.

2. UNDERGROUND WATERLINES SHALL BE INSTALLED WITH A MINIMUM OF 4' OF COVER TO THE

TOP OF PIPE.

3. SPLASH PAD FOR WELL 6 & 7 BLOWOFF HYDRANTS TO BE LOCATED & INSTALLED BY

CONTRACTOR AT POINT WHERE WATER IMPACTS GROUND WHEN THE HYDRANT IS FULLY

OPEN. SPLASH PAD TO BE #4 AASHTO STONE, OR APPROVED EQUAL.

4. GAS LINE FROM MAIN STREET TO METER SHALL BE EXCAVATED AND BACKFILLED BY THE

GENERAL CONTRACTOR; GAS LINE INSTALLED BY UGI. IF REQUIRED , CONTRACTOR TO INSTALL

GAS METER PADS PER UGI REQUIREMENTS.

LANDSCAPE PLANTING SCHEDULE

SHRUBS

CODE BOTANICAL NAME COMMON NAME SIZE TYPE QUANTITY

IG ILEX GALBRA INKBERRY HOLLY 3 GAL. CONTAINER 4

RD RHODODENDRON 'DELAWARE VALLEY WHITE' DELAWARE VALLEY WHITE AZALEA 3 GAL. CONTAINER 6

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

3 1/22/26 REVISED PER DEP REVIEW LETTER DATED 12/4/2025 CM

9 4/07/26 REVISED FOR NPDES PERMIT - REISSUED FOR CONSTRUCTION CM

WELL 6

BUILDING

WELL 7

BUILDING

MAIN DRIVEWAY PROFILE

HORIZONTAL SCALE: 1" = 60'

VERTICAL SCALE: 1" = 6'

0+00

2.

0+50

0.

0.

1+00

9.

9.

1+50

8.

7.

2+00

0.

6.

2+50

0.

6.

3+00

8.

5.

3+50

5.

5.

4+00

2.

4.

4+50

1.

4.

5+00

9.

3.

START CENTERLINE TREATMENT PLANT

DRIVEWAY, STA: 3+44.97 ELEV.: 355.38

END CENTERLINE TREATMENT PLANT

DRIVEWAY, STA: 4+19.22 ELEV.: 354.63

END ASPHALT PAVING

STA: 4+48.75 ELEV.: 354.13

-1.00%

-3.50%

53' of 24" HDPE @ 1.0%

21' of 15" HDPE @ 1.0%

CB-12

GR: 354.16

INV IN: 350.64 (15") (FROM CB-13)

INV IN: 349.85 (24") (FROM CB-14)

INV OUT: 349.00 (24") (TO OS-3)

CB-13

GR: 354.15

INV OUT: 350.85 (15") (TO CB-12)

CB-14

GR: 354.65

INV IN: 350.59 (15") (FROM CB-15)

INV IN: 350.43 (24") (FROM CB-18)

INV OUT: 350.39 (24") (TO CB-12)

70' of 24" HDPE @ 1.0%

CB-18

GR: 355.31

INV IN: 352.39 (24") (FROM CB-19)

INV OUT: 351.14 (24") (TO CB-14)

51' of 14"x23" ERCP @ 0.5%

CB-19

GR: 355.76

INV IN: 352.85 (15") (FROM CB-21)

INV IN: 352.85 (15") (FROM CB-20)

INV OUT: 352.65 (24") (TO CB-18)

22' of 15" HDPE @ 0.5%

CB-20

GR: 355.79

INV OUT: 352.96 (15") (TO CB-19)

114' of 15" HDPE @ 1.0%

CB-21

GR: 357.19

INV IN: 354.19 (15") (FROM CB-23)

INV IN: 354.19 (15") (FROM CB-22)

INV OUT: 353.99 (15") (TO CB-19)

21' of 15" HDPE @ 0.5%

CB-22

GR: 357.19

INV OUT: 354.30 (15") (TO CB-21)

60' of 15" HDPE @ 1.0%

CB-23

GR: 358.64

INV OUT: 354.79 (15") (TO CB-21)

10" PVC

12 IN 45.00° ELBOW

12 IN x 12 IN x 6 IN TEE

12 IN GATE

TIE INTO 12" PROPOSED

LINE WATERLINE

(VERIFY DEPTH IN FIELD)

20 LF CONCRETE ENCASEMENT

SEE DETAIL

12 IN DUCTILE IRON

12 IN 22.50° ELBOW

CONTINUED ON SHEET C303

36' RT. 73 RIGHT-OF-WAY

RT. 73 CENTERLINE

EDGE OF PAVING

18' 18'

13'

EDGE OF 10' LANE10'

H2O TREATMENT BLDG DRIVEWAY PROFILE

HORIZONTAL SCALE: 1" = 60'

VERTICAL SCALE: 1" = 6'

0+00

6.

0+50

7.

5.

1+00

7.

6.

1+50

6.

6.

2+00

3.

6.

2+50

2.

5.

3+00

1.

5.

3+50

1.

4.

3+63.65

1.

INTERSECTION CENTERLINE MAIN

DRIVEWAY, STA: 3+44.97

END CENTERLINE TREATMENT

PLANT DRIVEWAY, STA: 4+19.22

12" D.I.P. FINISHED

WATER PIPE

1.00% -1.05%

HIGH PT STA: 1+47.58

HIGH PT ELEV: 356.36

PVI STA:1+50.00

PVI ELEV:356.88

K:97.58

LVC:200.00

BV

C

S:

+5 0.

BV

C E:

.8

EV

C

S:

+5 0.

EV

C E:

.8

G R

AD

E

BR

EA

K

ST

A

0+

.0

EL

EV

.3

G R

AD

E

BR

EA

K

ST

A

3+

.6

EL

EV

.6

42' of 15" HDPE @ 1.0%

CB-15

GR: 355.28

INV IN: 351.17 (16") (FROM CB-16)

INV IN: 352.73 (8") (FROM RC)

INV OUT: 351.01 (15") (TO CB-14)

62' of 15" HDPE @ 1.0%

CB-16

GR: 355.56

INV IN: 352.03 (15") (FROM CB-17)

INV OUT: 351.79 (15") (TO CB-15)

45' of 15" HDPE @ 1.0%

CB-17

GR: 355.79

INV OUT: 352.48 (15") (TO CB-16)

CB-14

GR: 354.65

INV IN: 350.59 (15") (FROM CB-15)

INV IN: 350.43 (24") (FROM CB-18)

INV OUT: 350.39 (24") (TO CB-12)

1" SCH 80

SAMPLE LINE2" SCH 80

SERVICE LINE

8" D.I.P. DISCHARGE

WATER

6" D.I.P. WELL 6

RAW WATER

8" D.I.P. WELL 7

RAW WATER

(15")

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

5-C301 DRIVEWAY PROFILES.DWG

C

O

PY

RI

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

5- C

D riv ew ay

P ro fil es

.d w g

7/ 8/

:3

PM

By : "M ig ue ll"

8/19/2022

GTS

AS NOTED

ATL ATL

D-20-0568-0278-C301

MAIDENCREEK TOWNSHIP AUTHORITY

DRIVEWAY PROFILES

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 06 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

9 4/06/26 REVISED FOR NPDES PERMIT - REISSUED FOR CONSTRUCTION CM

9.

8.

9.

7.

CB-07

GR: 357.75

INV IN: 354.50 (15") (FROM CB-08)

INV IN: 352.13 (15") (FROM CB-06)

INV OUT: 351.93 (15") (TO CB-05)

22' of 15" HDPE @ 1.00%

CB-08

GR: 358.05

INV OUT: 354.72 (15") (TO CB-07)

9.

0.

0.

3.

1.

4.

2.

4.

60' of 24" HDPE @ 2.00%

ES-11

INV OUT: 347.18 (18") (TO OS-3)

53' of 24" HDPE @ 1.00%

CB-14

GR: 354.65

INV IN: 350.59 (15") (FROM CB-15)

INV IN: 350.43 (24") (FROM CB-18)

INV OUT: 350.39 (24") (TO CB-12)

CB-12

GR: 354.16

INV IN: 350.64 (15") (FROM CB-13)

INV IN: 349.85 (24") (FROM CB-14)

INV OUT: 349.00 (24") (TO OS-3)

35' of 18" HDPE @ -0.85%

* PROVIDE KNOCKOUT

BASIN 1

OS-3

GR: 353.07

* INV IN: 348.54 (15")(FROM CB-25)

INV IN: 347.82 (24")(FROM CB-12)

INV IN: 347.48 (18") (FROM ES-11)

INV. OUT: 348.54 (15") (TO MH-03)

1.

3.

2.

4.

1.

4.

9.

4.

CB-03

GR: 354.04

INV IN: 349.90 (15") (FROM CB-04)

INV OUT: 349.73 (15") (TO CB-09)

40' of 15" HDPE @ 1.00%

CB-09

GR: 354.45

INV IN: 351.53 (8") (FROM RC-3)

INV IN: 349.33 (15") (FROM CB-03)

INV OUT: 349.16 (15") (TO CB-25)

53' of 15" HDPE @ 1.01%

CB-10

GR: 353.82

INV OUT: 350.35 (15") (TO CB-25)

CB-25

GR: 354.38

INV IN: 348.63 (15") (FROM CB-09)

INV IN: 349.80 (15") (FROM CB-10)

INV OUT: 348.42 (15") (TO OS-3)

55' of 15" HDPE @ 1.0%

0.

0.

8.

8.

CB-25

GR: 354.38

INV IN: 348.63 (15") (FROM CB-09)

INV IN: 349.80 (15") (FROM CB-10)

INV OUT: 348.42 (15") (TO OS-3)

MH-03

GR: 352.28

INV IN: 347.21 (15") (FROM OS-3)

INV OUT: 347.13 (15") (TO ES-28)

48' of 15" HDPE @ 1.00% 52' of 15" HDPE @ 1.16%

16' of 15" HDPE @ 1.05%

INV. OUT: 346.92

ES-28

OS-3

GR: 353.07

INV IN: 348.54 (15")(FROM CB-25)*

INV IN: 347.82 (24")(FROM CB-12)

INV IN: 347.48 (18") (FROM ES-11)

INV. OUT: 348.54 (15") (TO MH-03)

PHASE 2

PHASE 1

* PROVIDE KNOCKOUT

9.

4.

1.

5.

5.

6.

8.

7.

7.

5.

CB-03

GR: 354.04

INV IN: 349.90 (15") (FROM CB-04)

INV OUT: 349.73 (15") (TO CB-09)

40' of 15" HDPE @ 1.01%

CB-04

GR: 354.95

INV IN: 350.50 (15") (FROM CB-05)

INV OUT: 350.30 (15") (TO CB-03)

75' of 15" HDPE @ 1.00%

CB-05

GR: 356.47

INV IN: 351.45 (15") (FROM CB-07)

INV OUT: 351.25 (15") (TO CB-04)

48' of 15" HDPE @ 1.01%

CB-07

GR: 357.75

INV IN: 354.50 (15") (FROM CB-08)

INV IN: 352.13 (15") (FROM CB-06)

INV OUT: 351.93 (15") (TO CB-05)

33' of 15" HDPE @ 0.98%

CB-06

GR: 355.26

INV IN: 353.14 (8") (FROM RC-2)

INV OUT: 352.45 (15") (TO CB-07)

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

6- C

St or m P ro fil es .d w g

/2 9/

1:

A

M B y:

"M ig ue ll"

6-C302 STORM PROFILES.DWG

8/19/2022

GTS

AS NOTED

ATL ATL

D-20-0568-0278-C302

MAIDENCREEK TOWNSHIP AUTHORITY

STORM PROFILES

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 07 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

36'

RT. 73 RIGHT-OF-WAY

18'18'

8.

8.

9.

9.

0.

8.

1.

7.

1.

9.

0.

0.

1.

1.

2.

189 L.F. 12 IN DUCTILE IRON PIPE

12 IN 22.50° ELBOW

12 IN 45.00° ELBOW

12 IN x 12 IN x 6 IN TEE

12 IN GATE VALVE

PROPOSED GRADE

EXISTING GRADE

CONTINUE FROM 12" GATE

VALVE AND 48" CHLORINE

CONTACT PIPE

TIE INTO 12" PROPOSED

LINE WATERLINE

(VERIFY DEPTH IN FIELD)

ROAD CENTERLINE

4' C

O

VE

R (M

IN

40'RT. 73 RIGHT-OF-WAY

6" D.I.P. WELL 6 RAW WATER

1" SCH 80 PVC

SAMPLE LINE

2" SCH 80 PVC

SERVICE LINE

ENERGY DISSIPATION VAULT.

SEE DETAIL SHEET C502

5.

7.

7.

6.

8.

7.

5.

5.

4.

2.

4.

2.

5.

1.

4.

0.

4.

2.

3.

4.

4.

0.

9.

8.

1.

240' of 10" SDR-26 @ 1.6%

25' of 10" SDR-26 @ 1.6%

SAN MH-02

RIM: 354.69

INV IN: 344.77 (10") SDR-26

INV OUT: 344.57 (10") SDR-26

SAN DMH-04

RIM: 358.73

INV IN: 354.89 (8") D.I.P.

INV OUT: 350.63 (10") SDR-26

EX. MH-145

STA: 7+49.30

RIM:351.43

PROP INV IN:340.13

EX INV IN:340.13

EX INV OUT:338.83

SAN MH-01

RIM: 348.39

INV IN: 340.73 (10") SDR-26

INV OUT: 340.53 (10") SDR-26

23'17'

SAN MH-03

RIM: 354.58

INV IN: 348.81 (10") SDR-26

INV OUT: 348.61 (10") SDR-26

114' of 10" SDR-26 @ 1.6%

240' of 10" SDR-26 @ 1.6%

PROPOSED GRADE

EXISTING GRADE

6" ROOF LEADER

6" ROOF LEADER

15"

HDPE

ROAD CENTERLINE

23"x14" ERCP

8 IN 45.00° ELBOW

13 L.F. 8 IN DUCTILE IRON PIPE

8 IN 45.00° ELBOW

8 IN 22.50° ELBOW

20 LF CONCRETE ENCASEMENT

SEE DETAIL

8 IN 11.25° ELBOW

8 IN 11.25° ELBOW

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

7-C303 WATER & SEWER PROF.DWG

C

O

PY

RI

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

7- C

W at er

S ew er P ro f.d w g

7/

8/

:2

PM

By

: "M ig ue ll"

8/19/2022

GTS

AS NOTED

ATL ATL

D-20-0568-0278-C303

MAIDENCREEK TOWNSHIP AUTHORITY

TREATED WATER & SANITARY SEWER PROFILES

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 08 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

7.

6.

7.

6.

5.

4.

5.

6.

6.

7.

8.

8.

PROPOSED

GRADE

EXISTING GRADE

18 IN x 12 IN REDUCER

4 L.F. 18 IN DUCTILE IRON PIPE

30 IN X 18 IN REDUCER

4 L.F. 30 IN DUCTILE IRON PIPE

48 IN X 30 IN REDUCER

12 IN GATE VALVE

48 IN X 30 IN REDUCER

5 L.F. 30 IN DUCTILE IRON PIPE

30 IN X 18 IN REDUCER

5 L.F. 18 IN DUCTILE IRON PIPE

18 IN x 12 IN REDUCER

180 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

12 IN 90.00° ELBOW

12 IN 90.00° ELBOW

18 IN x 12 IN REDUCER

5 L.F. 18 IN DUCTILE IRON PIPE

30 IN X 18 IN REDUCER

5 L.F. 30 IN DUCTILE IRON PIPE

48 IN X 30 IN REDUCER

140 L.F. 48 IN DUCTILE IRON CHLORINE CONTACT PIPE

48 IN X 30 IN REDUCER

5 L.F. 30 IN DUCTILE IRON PIPE

30 IN X 18 IN REDUCER

5 L.F. 18 IN DUCTILE IRON PIPE

18 IN x 12 IN REDUCER

12 IN GATE VALVE

12 IN 90.00° ELBOW

20 L.F. 12 IN DUCTILE IRON PIPE

12 IN 11.25° ELBOW

12 IN 11.25° ELBOW

8" D.I.P. DISCHARGE

WATER

12" D.I.P.

TREATED WATER

6" ROOF LEADER

TREATMENT BLDG

F.F. EL. 357.00

4' C

O

VE

R (M

IN

CONTINUE LAYOUT

ON SHEET C303

3 L.F. 12 IN DUCTILE IRON PIPE

7 L.F. 12 IN DUCTILE IRON PIPE

5 L.F. 12 IN DUCTILE IRON PIPE

7 L.F. 12 IN DUCTILE IRON PIPE

4 L.F. 12 IN DUCTILE IRON PIPE

5 L.F. 12 IN DUCTILE IRON PIPE

33 L.F. 12 IN DUCTILE IRON PIPE

10 L.F. 12 IN DUCTILE IRON PIPE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

8- C

C hl or in e Pr of ile

.d w g

/2

9/

1:

A M B y:

"M ig ue ll"

8-C304 CHLORINE PROFILE.DWG

3/13/2024

GTS

AS NOTED

ATL ATL

D-20-0568-0278-C304

MAIDENCREEK TOWNSHIP AUTHORITY

CHLORINE CONTACT PIPE PROFILE

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 09 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 3/13/24 RESPONSE TO RFI GTS

NOTE:

ALL DUCTILE IRON PIPE TO BE

BITUMINOUS COATED, CEMENT LINED

DUCTILE IRON PIPE, CLASS 52.

3 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

4 1/22/26 REVISED PER DEP REVIEW LETTER DATED 12/4/2025 CM

4.

5.

5.

3.

3.

4.

3.

4.

4.

5.

6.

6.

7.

5.

7.

WELL 6 BLDG

F.F. EL. 355.19

4' C

O

VE

R (M

IN

PROPOSED

GRADE

EXISTING GRADE

6" AWWA RESILIENT

SEATED GATE VALVE

W/VALVE BOX TO GRADE

BLOW OFF ASSEMBLY

SEE SHEET M203

TREATMENT BLDG

F.F. EL. 357.00

8" D.I.P. DISCHARGE

WATER

12" D.I.P.

TREATED WATER

6 IN 11.25° ELBOW

6 IN GATE VALVE

251 L.F. 6 IN DUCTILE IRON PIPE

6 IN 22.50° ELBOW

6 IN 90.00° ELBOW

6 IN 11.25° ELBOW

151 L.F. 6 IN DUCTILE IRON PIPE

6" ROOF LEADER

16 L.F. 6 IN DUCTILE IRON PIPE

5 L.F. 6 IN DUCTILE IRON PIPE

11 L.F. 6 IN DUCTILE IRON PIPE

74 L.F. 6 IN DUCTILE IRON PIPE

15 L.F. 6 IN DUCTILE IRON PIPE

PROVIDE RESTRAINED JOINT

FITTINGS FROM WELL BUILDING

UP TO AND INCLUDING TWO

LENGTHS OF PIPE (2 JOINTS)

PAST THE 8" GATE VALVE

9.

9.

0.

2.

3.

3.

3.

3.

3.

3.

4.

4.

6.

7.

5.

7.

WELL 7 BLDG

F.F. EL 349.94

PROPOSED

GRADE

EXISTING GRADE

8" AWWA RESILIENT

SEATED GATE VALVE

W/VALVE BOX TO GRADE

BLOW OFF ASSEMBLY

SEE SHEET M204

TREATMENT BLDG

F.F. EL. 357.00

8 IN 11.25° ELBOW

8 IN 11.25° ELBOW

8 IN 11.25° ELBOW

8 IN 45.00° ELBOW

131 L.F. 8 IN DUCTILE IRON PIPE

8 IN 22.50° ELBOW

8 IN 90.00° ELBOW

8 IN 11.25° ELBOW

8 IN GATE VALVE

47 L.F. 8 IN DUCTILE IRON PIPE

8 IN 22.50° ELBOW

6" ROOF LEADER

12" D.I.P.

TREATED WATER

4' C

O

VE

R (M

IN

8 IN 11.25° ELBOW

6 L.F. 8 IN DUCTILE IRON PIPE

60 L.F. 8 IN DUCTILE IRON PIPE

129 L.F. 8 IN DUCTILE IRON PIPE

5 L.F. 8 IN DUCTILE IRON PIPE

16 L.F. 8 IN DUCTILE IRON PIPE

6 L.F. 8 IN DUCTILE IRON PIPE

152 L.F. 8 IN DUCTILE IRON PIPE

57 L.F. 8 IN DUCTILE IRON PIPE

7 L.F. 8 IN DUCTILE IRON PIPE

11 L.F. 8 IN DUCTILE IRON PIPE

PROVIDE RESTRAINED JOINT

FITTINGS FROM WELL BUILDING

UP TO AND INCLUDING TWO

LENGTHS OF PIPE (2 JOINTS)

PAST THE 8" GATE VALVE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

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RI

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S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

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9- C

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/2 9/

1:

A

M B y:

"M ig ue ll"

9-C305 RAW WATER PROFILES.DWG

3/13/2024

GTS

AS NOTED

ATL ATL

D-20-0568-0278-C305

MAIDENCREEK TOWNSHIP AUTHORITY

WELL 6 & 7 RAW WATER PROFILES

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

SHEET 10 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 3/13/24 RESPONSE TO RFI GTS

NOTE:

ALL DUCTILE IRON PIPE TO BE

BITUMINOUS COATED, CEMENT LINED

DUCTILE IRON PIPE, CLASS 52.

3 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

COVER MARKED

"WATER"

2-PIECE SCREW TYPE VALVE BOX FOR 10"

AND SMALLER, 3 PIECE SCREW FOR 12"

AND LARGER PIPE DIAMETERS TYPICAL

VALVE BOX: TYLER PIPE SERIES 6860,

BINGHAM & TAYLOR OR

APPROVED EQUAL

GRADE

5 1/4"

SHAFT

AASHTO NO. 57

(2B) STONE

AASHTO NO. 57 (2B)

STONE (6") MIN.

JOINT RESTRAINT WITH EBAA

IRON MEGALUGS, OR ALPHA

END CONNECTIONS, OR

APPROVED EQUAL.

ELEVATION SECTION A-A

6" M

IN

M

IN

4' -0

M

IN

. C

O

VE

R

UNDISTURBED EARTH

GRADE

BRICK MASONRY BASE

NOTES:

1. ALL VALVES SHALL CONFORM TO AWWA C515 OR MEGA-LUG STYLE FOR RESILIENT

SEATED GATE VALVES AS MANUFACTURED BY AMERICAN FLOW CONTROL, OR

APPROVED EQUAL.

2. MECHANICAL JOINTS WITH JOINT RESTRAINT FOR ALL VALVES AND FITTINGS.

"ALPHA" END CONNECTIONS ARE ALLOWABLE. PROVIDE FIELD LOCK GASKETS 60 LF

IN AND OUT OF ALL VALVES AND FITTINGS.

3. VALVE BOX BASES TO BE:

NO. 4 DOME - VALVES 4" AND SMALLER

NO. 6 ROUND - 6" AND 8" VALVES

NO. 160 OVAL - 10" TO 24" VALVES

4. VALVES SHALL BE "OPEN LEFT".

GATE VALVE DETAIL

FIRE HYDRANT ASSEMBLY DETAIL

NOTES:

1. GATE VALVE - 6" RESILIENT SEAT GATE VALVE, CONFORMING TO AWWA C515, AS

MANUFACTURED BY AMERICAN FLOW CONTROL, OR APPROVED EQUAL. MJxMJ WITH JOINT

RESTRAINT OR "ALPHA" END CONNECTION.

2. FIRE HYDRANT - CONFORMING TO AWWA C502, AS MANUFACTURED BY AMERICAN FLOW

CONTROL, OR APPROVED EQUAL WITH 5" STORZ CONNECTION.

3. NOZZLE THREADS, ADAPTERS AND COLOR SHALL COMPLY WITH MUNICIPAL AND FIRE

DEPARTMENT REGULATIONS. SEE FIRE HYDRANT DETAIL.

4. THE FIRE HYDRANT DRAIN MUST BE EXPOSED TO THE GRAVEL DRAIN.

5. CONCRETE BOLLARDS MAY BE REQUIRED AT THE DISCRETION OF THE OWNER/ENGINEER.

BOLLARD LOCATION SHALL NOT INTERFERE WITH HOSE CONNECTION TO HOSE NOZZLES.

SEE DRAWINGS FOR BOLLARD LOCATION REQUIREMENTS.

6. STANDARD SHALL BE 4'-6" DEPTH OF BURY.

MECHANICAL JOINT

VALVE AND HYDRANT

TEE

ROADWAY SURFACE

ALL PIPING BETWEEN GATE VALVE AND HYDRANT

SHALL BE CONTINUOUS AND INCORPORATE

MECHANICAL JOINT PIPE WITH JOINT RESTRAINT

OR "ALPHA" CONNECTION

THRUST

BLOCK

PLAN

4' -0

" M

IN

(T

YP

.) GATE VALVE AND BOX

(SEE STD. DETAIL)

18" MIN.

M

IN

.5 1/2" STEAMER NOZZLE

CURB

2-2 1/2" HOSE NOZZLES

w/ BERKS THREADS

BREAK FLANGE

2" MIN.

4" MAX.

AASHTO NO. 57 (2B)

STONE

2"

CONC. THRUST BLOCK

18" x 12" x 12"

HYDRANT ELBOW WITH

6" MIN. VALVE

6" PIPE

6" AASHTO NO. 57 (2B)

STONE BED FOR

DRAINING HYDRANT

CONCRETE THRUST BLOCK

(SIZE IN ACCORDANCE

WITH PIPE SIZE)

15"

TYP.

ELEVATION

BOLLARD (OPTIONAL)

(SEE NOTE #5)

CONCRETE ENCASEMENT AND CRUSHED STONE

PIPE BEDDING DETAIL

NOTES:

1. CONTRACTOR TO COMPLY WITH CURRENT OSHA STANDARD 29 CFR 1926

FOR TRENCH DIMENSIONS SLOPING, BENCHING, SHORING AND

INSPECTIONS.

2. A WIRE TRACER SHALL BE PROVIDED ALONG THE TOP OF PVC C900 PIPE,

AND AS DIRECTED BY OWNER/ENGINEER.

BEDDING DETAILS

AASHTO NO. 57

(2B) STONE

SEE DETAIL FOR

PERMANENT PAVING

RESTORATION

SUITABLE SELECT BACKFILL

(NO ROCKS)

6 IN. TOPSOIL

(IF APPLICABLE)

6"

TRENCH

WIDTH

UNPAVED AND NEW CONSTRUCTION AREAS

(PAVING PER APPROVED PLANS)PAVED AREAS

SPRINGLINE

2A AGGREGATE

AASHTO NO. 57

(2B) STONE

NOTES:

1. SUITABLE SELECT BACKFILL

COMPACTED IN 12 IN.-18 IN. LIFTS TO

FINISH GRADE.

2. 4 FT. MIN. COVER REQUIRED.

CONCRETE ENCASEMENT DETAILS

TRENCH

SUBGRADE

O.D.8"

MIN.

8"

MIN.

O .D

A

B

6 IN.Ø TO 15", A=4"

18 IN.Ø TO 42", A=6"

6 IN.Ø TO 24", B=6"

27 IN.Ø TO 39", B=8"

42 IN.Ø = 10", B=10"

8" 8"O.D. 18

CLASS "A" CONCRETE

ENCASEMENT (3,500 PSI)

" B

EL

O

W

FI

N

IS

H

ED

G R

AD

E

6" WIDE (MIN) DETECTABLE

WARNING TAPE

THRUST BLOCKING FOR VERTICAL

UPWARD THRUST DETAIL

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI.

2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS.

3. NO COUPLING OR JOINTS SHALL BE COVERED WITH CONCRETE.

4. REINFORCING BAR STRAPS TO BE SHAPED TO PIPE CURVATURE.

5. ALL EXPOSED STEEL TO BE COATED WITH CARBOLINE BITUMASTIC 50 APPLIED IN

ACCORDANCE WITH A MINIMUM DRY FILM THICKNESS OF 30 MILS.

BEARING

SURFACE

BEND

DIMENSIONS OF CONCRETE BLOCKING

PIPE SIZES

LENGTH WIDTH DEPTH

11 1/4° 22 1/2° 45° 11 1/4° 22 1/2° 45° 11 1/4° 22 1/2° 45°

4" AND SMALLER 2.0' 4.0' 4.0' 1.5' 3.0' 3.0' 1.0' 2.0' 3.0'

6" AND 8" 3.0' 4.0' 6.0' 3.0' 3.0' 3.0' 2.0' 3.0' 4.0'

10" AND 12" 4.5' 6.0' 8.0' 3.0' 3.0' 4.0' 3.0' 4.5' 5.0'

14" AND 16" 6.0' 8.0' 11.0' 3.5' 3.5' 5.0' 3.5' 5.0' 5.0'

18" AND 20" 7.0' 9.0' 13.0' 5.0' 5.0' 5.5' 4.0' 5.0' 6.0'

TYPICAL SECTION

VERTICAL THRUST DOWNWARD UP TO 150 PSI WORKING PRESSURE

THRUST BLOCKING FOR VERTICAL UPWARD

THRUSTS TO 150 PSI WORKING PRESSURE

VERTICAL THRUST UPWARD

D.I.P.

LENGTH

D.I.P.STIRRUP

AROUND PIPE

MEGA-LUGS BEND

FOR PIPES 6" AND LESS, USE TWO #4

BARS OVER FITTING ONLY

4" C

L.

DEPTH

SCHEDULE OF DIMENSIONS FOR CONCRETE BLOCKING OF VERTICAL BENDS

WITH AN UPWARD THRUST BASED ON A WORKING PRESSURE OF 150 P.S.I.

6"

THRUST BLOCKING FOR HORIZONTAL &

VERTICAL DOWNWARD THRUST DETAIL

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH

OF 3500 PSI.

2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS.

3. NO COUPLING OR JOINTS SHALL BE COVERED WITH CONCRETE.

4. REINFORCING BAR STRAPS TO BE SHAPED TO PIPE CURVATURE.

5. ALL EXPOSED STEEL TO BE COATED WITH CARBOLINE BITUMASTIC 50

APPLIED IN ACCORDANCE WITH A MINIMUM DRY FILM THICKNESS OF 30 MILS.

6. THRUST BLOCKING FOR TEES SHALL HAVE THE SAME BEARING AREA AS 90°

BENDS OF THE PIPE SIZE OF THE OUTLET. DEAD ENDS SHALL HAVE THE

SAME BEARING AREA AS 90° BENDS.

BEND

FINISHED

GRADE

BEARING

SURFACE

4' -0

" M

IN

C

O

VE

R

UNDISTURBED

BEARING AREA

SECTION A-A

BEARING

SURFACE

FINISHED

GRADE

4' -0

" M

IN

C

O

VE

R

BEARING

SURFACE

3" CLR.

BEND

#6 REINF. BARS @

9" C.TO C. E.W.

SECTION A-A

CONC. THRUST

BLOCK

TYPE OF BEARING MATERIAL

AND ALLOWABLE LOADS, PSF

4" AND LESS

DEGREE BEND

6" AND 8"

DEGREE BEND

10" AND 12"

DEGREE BEND

11 1/4° 22 1/2° 45° 90° 11 1/4° 22 1/2° 45° 90° 11 1/4° 22 1/2° 45° 90°

LOOSE SAND OR MEDIUM

CLAY - 2,000 1.0 2.0 2.7 4.0 1.5 3.0 6.0 10.0 3.0 6.2 12.0 22.0

PACKED GRAVEL AND

SAND - 4,000 1.0 1.0 1.5 2.0 1.0 1.5 3.0 5.0 1.5 3.1 6.0 11.0

ROCK - 10,000 1.0 1.0 1.0 1.0 1.0 1.0 1.2 2.0 1.0 1.3 2.4 4.4

TYPE OF BEARING MATERIAL

AND ALLOWABLE LOADS, PSF

14" AND 16"

DEGREE BEND ORDEFLECTION

18" AND 20"

DEGREE BEND OR DEFLECTION

11 1/4° 22 1/2° 45° 90° 11 1/4° 22 1/2° 45° 90°

LOOSE SAND OR MEDIUM

CLAY - 2,000 6.0 12.0 22.5 40.0 9.5 19.0 37.0 67.0

PACKED GRAVEL AND

SAND - 4,000 3.0 6.0 11.3 20.0 4.8 9.5 18.5 33.5

ROCK - 10,000 1.2 2.4 4.5 8.0 2.0 3.8 7.4 13.5

PLAN

90° BEND

ADDITIONAL BEARING AS REQUIRED

THRUST BLOCKING FOR HORIZONTAL AND VERTICAL

DOWNWARD THRUSTS UP TO 150 PSI WORKING PRESSURE

PAVED STREET/ROAD/ALLEY/DRIVEWAY

TEMPORARY RESTORATION DETAIL

6" M

IN

" M

IN

BACKFILL WITH PENNDOT 2A

AGGREGATE (2A MODIFIED)

COMPACTED IN 8" LIFTS

BACKFILL WITH AASHTO

NO. 8 STONE (1B)

TRENCH EXCAVATION IN

ACCORDANCE WITH

SPECIFICATIONS

2" (MIN) SUPERPAVE ASPHALT MIXTURE

DESIGN, 25.0 MM, PG 64-22, BASE COURSE,

0.3 TO LESS THAN 3.0 MILLION ESALS

(COLD PATCH WILL ONLY BE ALLOWED IF

APPROVED BY ENGINEER / OWNER)

NOTE:

AASHTO NO. 57 STONE (2B) TO BE USED AT THE

DISCRETION OF THE MUNICIPALITY'S ENGINEER

DUE TO WET OR MUDDY CONDITIONS.

PERMANENT RESTORATION FOR OTHER

IMPROVED AREAS/LAWN/FIELD AREAS

* BACKFILL WITH APPROVED

EXCAVATED MATERIAL

PLACE 6" TOPSOIL, FINE GRADE, SEED AND

MULCH IN ACCORDANCE WITH

SPECIFICATIONS FOR PERMANENT SEEDING

EXIST. GRADE

BACKFILL IN ACCORDANCE WITH

TYPICAL TRENCH FOR SEWER

LINE AND LATERAL DETAIL

BACKFILL IN ACCORDANCE WITH

TYPICAL TRENCH FOR SEWER LINE

AND LATERAL DETAIL

EXIST. GRADE

SURFACE AND DEPTH TO MATCH

EXISTING i.e. GRAVEL, CONCRETE, ASPHALT, etc

LAWN/FIELD AREAS

OTHER IMPROVED AREAS

(NOT WITHIN TOWNSHIP/BOROUGH

PAVED ROADS)

* BACKFILL WITH PENNDOT 2A AGGREGATE IN

4" LIFTS, 8" VIBRATORY. COMPACT MATERIAL

TO 100% DRY WEIGHT DENSITY OF STANDARD

PROCTOR

* WHERE TRENCH IS LESS THAN 3 FEET OUTSIDE PAVEMENT EDGE. BACKFILL WITH

PENNDOT 2A AGGREGATE WHERE TRENCH IS MORE THAN 3 FEET FROM OUTSIDE PAVEMENT

EDGE COMPACT MATERIAL TO 100% DRY WEIGHT DENSITY OF STANDARD PROCTOR.

3'-0" (MIN)

1'-0" (MIN)

3'-0" (MIN)

1'-0" (MIN)

FLEXIBLE PAVEMENT PERMANENT RESTORATION,

PAVED TOWNSHIP / BOROUGH ROADS

3'-0" (MIN)

PG64-22 JOINT SEALER

"HOT SEAL 8" WIDE" (TYP)

NOTES:

1. TACK VERTICAL EDGES WITH PG 64-22 HOT SEALER.

2. EXPOSED VERTICAL AND HORIZONTAL SURFACES SHALL BE PREPARED AS PER PUB.

408 SECT. 401.3(f).

3. SEAL LONGITUDINAL JOINTS AS PER PUB. 408, SECT. 401.3(j).

4. IF PAVING IS WITHIN PENNDOT PAVED ROAD OR R/W CONTRACTOR SHALL FOLLOW

PENNDOT PUB 408/72M DETAILS, LATEST EDITION.

BACKFILL IN ACCORDANCE WITH TYPICAL

TRENCH FOR SEWER LINE AND LATERAL DETAIL

SAW CUT

1'-0"1'-0"

BACKFILL WITH PENNDOT 2A AGGREGATE

IN 4" LIFTS, 8" VIBRATORY. COMPACT

MATERIAL TO 100% DRY WEIGHT DENSITY

OF STANDARD PROCTOR

* NOTE: MATCH EXISTING

PAVING DEPTHS IF GREATER.

(UNLESS OTHERWISE SPECIFIED)

5"(MIN) DEPTH * SUPERPAVE ASPHALT MIXTURE DESIGN, 25 MM,

PG 64-22, BASE COURSE, 0.3 TO LESS THAN 3.0 MILLION ESALS

(UNLESS OTHERWISE SPECIFIED)

1.5" DEPTH * SUPERPAVE ASPHALT MIXTURE DESIGN,

9.5 MM, PG 64-22, WEARING COURSE, 0.3 TO LESS THAN

3.0 MILLION ESALS, MATCH EXISTING SRL (MIN. SRL-M)

1'-0" 1'-0"

1'-0" (MIN)

CONCRETE BOLLARD DETAIL

1'-4"

6" 3'

-6

3' -6

1"

6" SCH. 40 GALVANIZED STEEL

PIPE FILLED w/ CONCRETE

BOLLARD COVER

GRAINGER PRODUCT NO. 2GTG9

OR APPROVED EQUAL

* CONTRACTOR TO FIELD CUT AS REQUIRED

FILL WITH CONCRETE

(3500 PSI MIN)

1/2" JOINT FILLER WHEN

INSTALLED IN CONCRETE APRON

WATER SERVICE DETAIL

4' -0

M

IN

. C

O

VE

R

ROADWAY

12" FROM CURB

24" FROM EDGE OF

PAVING OR BERM

CURB BOX, BINGHAM & TAYLOR

FIGURE NO. 4901 WITH FIGURE NO.

4901-3 COVER AND FIGURE 4907 FOOT

PIECE OR APPROVED EQUAL.

CURB STOP BALL VALVE TYPE:

FORD METER BOX COMPANY BALL

VALVE CURB BOX SERIES B44

APPROVED EQUAL

SERVICE TUBING

(≤ 2") (SEE NOTE #1)

SET VALVE BOX CURB

STOP FOOT PIECE ON

CONCRETE BLOCK

CORPORATION STOP

FORD METER BOX COMPANY

FB1000

3' -6

M

IN

. C

O

VE

R

WATER DISTRIBUTION MAIN

(D.I., PVC 900)

ELEVATION

NOTES:

1. SERVICE TUBING MAY BE COPPER K OR PEX-a CROSS-LINKED POLYETHYLENE.

2. NO DIRECT TAPS OF CORPORATION STOPS ARE PERMITTED ON PVC 900 WATER MAINS. SERVICE

SADDLES ARE REQUIRED FOR ALL SIZES UP TO AND EQUAL TO 2" DIAMETER. CONTRACTOR MAY DIRECT TAP CORPORATION STOPS ON DUCTILE IRON PIPE UP TO 1" DIAMETER, LARGER DIAMETER

REQUIRES SERVICE SADDLE.

3. ALL SERVICE LINES SHALL BE ENCASED WITH 12" OF SAND. THE REMAINDER OF THE TRENCH SHALL BE

FILLED WITH 2A AGGREGATE WITHIN TOWNSHIP, BOROUGH, OR STATE R/W.

4. IF SIDEWALK IS INSTALLED, CURB BOX TO BE LOCATED BETWEEN CURB AND SIDEWALK.

5. SERVICE TUBING SHALL BE INSTALLED AS A CONTINUOUS LENGTH OF PIPE. IF USING COPPER K

TUBING AND LENGTH IS GREATER THAN 100 FT, COMPRESSION COUPLING CONNECTION MUST BE

APPROVED BY THE AUTHORITY/ENGINEER.

6. TRACER WIRE SHALL BE INSTALLED FROM MAIN TO CURB BOX COVER.

7. SITES 1 1/2" - 2", USE

SERVICE SADDLE

(SEE NOTE #2)

ROAD

R/W

LINE

12"

" M

IN

S

AN

D

6" M

IN

S

AN

D

6" MIN. 2A OR

2B STONE

SEE NOTE 6

INSIDE WATER METER INSTALLATION DETAIL

TRUE UNION

CONNECTION

METER

PRV

TRUE UNION

CONNECTION

SHUT-OFF

VALVE

DUAL CHECK

VALVE

SEE NOTE 2 SEE NOTE 2

METER SETTER

NOTES:

1. MATERIALS TO BE PROVIDED BY AUTHORITY AT CUSTOMER EXPENSE.

2. 3/4" GATE VALVE SHALL BE USED ON EACH SIDE AT TRUE-UNION CONNECTION.

5 1/4" B-62-B FIRE HYDRANT

BERKS

JM

HM

KM D

IA

R

BERKS

BERKS

5" STORZ

CONNECTION

NOTE: OPEN LEFT

UTILITY LINE SEPARATION DETAIL

BUILDING DRAIN,

SANITARY SEWER

OR STORM SEWER

NOTES:

1. BOTH THE WATER MAIN AND SEWER LINE SHALL BE

CONSTRUCTED OF DUCTILE IRON PIPE HAVING

MECHANICAL JOINTS OR PVC C900 PIPE.

2. THE LENGTH OF THE WATER LINE PIPE SHALL BE

CENTERED AT THE POINT OF THE CROSSING SO

THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS

POSSIBLE FROM THE SEWER.

3. THE SANITARY SEWER SHALL BE CONCRETE

ENCASED FOR 10 FEET ON EITHER SIDE OF THE

WATER CROSSING WHEN LESS THAN 18" VERTICAL

SEPARATION IS MAINTAINED. (IF AUTHORIZED BY

ENGINEER)

WATER MAIN CROSSING

OVER SEWER OR DRAIN LINE

18" MIN.

VERTICAL

SEPARATION

BUILDING DRAIN,

SANITARY SEWER

OR STORM SEWER

18" MIN.

VERTICAL

SEPARATION

WATER

MAIN

WATER

MAIN

3'-0' MIN.

HORIZONTAL

SEPARATION

10'-0" MIN. HORIZONTAL SEPARATION

WATER

MAIN

GAS MAIN

SANITARY SEWER

15" MIN. VERTICAL

SEPARATION

18" MIN. VERTICAL

SEPARATION

NOTES:

1. BOTH THE WATER MAIN AND SEWER LINE SHALL BE

CONSTRUCTED OF DUCTILE IRON PIPE HAVING

MECHANICAL JOINTS OR PVC C900 PIPE.

2. THE SEWER SHALL HAVE ADEQUATE STRUCTURAL

SUPPORT TO PREVENT EXCESSIVE DEFLECTION OF

THE JOINTS AND THE SETTLING ON AND BREAKING

OF THE WATER LINE.

2. THE LENGTH OF THE WATER LINE PIPE SHALL BE

CENTERED AT THE POINT OF THE CROSSING SO

THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS

POSSIBLE FROM THE SEWER.

4. THE WATER MAIN SHALL BE CONCRETE ENCASED

FOR 10 FEET ON EITHER SIDE OF THE SEWER

CROSSING WHEN LESS THAN 18" VERTICAL

SEPARATION IS MAINTAINED. (IF AUTHORIZED BY

ENGINEER)

WATER MAIN CROSSING

UNDER SEWER OR DRAIN LINE

NOTES:

1. IF MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE

CONSTRUCTED SO AS TO MAINTAIN MINIMUM VERTICAL SEPARATION.

2. TO TRANSITION FROM SAN. SEWER PVC ( SDR O.D.) TO AWWA C900 PVC (C.I. O.D.), UTILIZE HARCO

FITTINGS DUCTILE IRON TRANSITION ADAPTERS FOR ASTM D3034 TO DI-OD, FERNCO ADAPTER

COUPLING, OR APPROVED EQUAL.

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

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-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

-C

W at er D et ai ls.

d w g

/2 9/

1:

A

M B y:

"M ig ue ll"

10-C501 WATER DETAILS.DWG

8/19/2022

GTS

NONE

ATL ATL

D-20-0568-0278-C501

MAIDENCREEK TOWNSHIP AUTHORITY

WATER DETAILS

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

1 12/2/22 PADEP RESUBMISSION GTS

2 2/24/23 FOR BID GTS

SHEET 11 OF 23

3 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

11/08/2022 JML

TWO COMPARTMENT ENERGY DISSIPATION VAULT

SYSTEMS DESIGN ENGINEERING

24" DIA. ACCESS

OPENINGS

24" DIA

CONCRETE

EXTENSIONS

FINISH GRADE

425 NORTH DAUPHIN STREET

WWW.MONARCHPRECAST.COM

MONARCH PRECAST CONCRETE

ALLENTOWN, PA. 18109 PHONE (610) 435-6746

FAX (610) 437-7133

9'-0"

15'-0" x 8'-0"

14'-0" x 7'-0"

4'-6" 6"6"

SECTION VIEW

6" DEPTH

AS

NECESSARY

6"

INLET

EL. 354.89

4'-0"

1'-6"

PLAN VIEW

8" D.I.P.

INLET

CL

4" PVC SCH40

COUPLING H x H POLYPROPYLENE

MANHOLE STEPS12"

MTA STANDARD MANHOLE

FRAME AND COVER

(BY OTHERS)

INSPECTION PORT

PIPING BY OTHERS

JOINTS SEALED

WITH 1-1/2"

BUTYL SEALANT

10" PVC

OUTLET

CL

OUTLET

EL. 350.63

8"

(3) 10" DIA HOLES

10" DIA HOLES

24" DIA. ACCESS

OPENINGS

NOTE:

- PRECAST CONCRETE TANK CONFORMS TO ASTM C890 & C913 SPECIFICATIONS

- PRECAST CONCRETE TANK IS DESIGNED FOR A LIVE LOAD EQUIVALENT TO 300PSF LOADING, 0 ft TO 2 ft

OF EARTH COVER, AND A WATER TABLE LEVEL ASSUMED AT 4'-0" BELOW FINISHED GRADE

- FLEXIBLE RUBBER GASKETS PER ASTM C923 SPECIFICATIONS INSTALLED FOR PIPE PENETRATIONS

4" MIN.

4" SDR 26 PVC PIPEALUMINUM BIRD

SCREEN

2'-3"

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

-C

Sa ni ta ry

S ew er D et ai ls.

d w g

/2 9/

1:

A

M B y:

"M ig ue ll"

11-C502 SANITARY SEWER DETAILS.DWG

8/19/2022

GTS

NONE

ATL ATL

D-20-0568-0278-C502

MAIDENCREEK TOWNSHIP AUTHORITY

SANITARY SEWER DETAILS

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

COPOLYMER POLYPROPYLENE PLASTIC

ENCAPSULATED STEEL MANHOLE STEP DETAIL

SECTION A-A

SECTION / ELEVATION

48" MH SHALL

BE USED w/24" &

SMALLER PIPE

4' -0

" M

IN

. C O

VE

R

NOTES:

26 1/4" DIA. 1

1/

2"

7"

24" DIA.

28 3/16" DIA.

36" DIA.

SECTION A-A

SANITARY

S RE WE

1/

2"

PLAN VIEW

NOTE:

METHOD 1 METHOD 2

2" MIN./12" MAX. ALLOWABLE

GRADE RING ADJUSTMENT

MANHOLE GRADE RING DETAIL

" M

IN

. T

YP

FO

R

E

AC

H J

O

IN

T

1/ 4"

MANHOLE JOINT DETAIL

HEAT SHRINKABLE MANHOLE SEAL DETAIL

PRECAST MANHOLE GRADE DETAIL

INVERT

BENCH

PRECAST BASE

" M

AX

D

R O

P

3,500 PSI (MIN)

CONCRETE/MORTAR

NOTES:

1. SPLASH TYPE MANHOLES MAY ONLY BE USED WHEN THE PIPE INVERT

IN IS LESS THAN 24" ABOVE THE INVERT OUT OF THE MANHOLE,

UNLESS OTHERWISE NOTED.

2. SEE PRECAST MANHOLE DETAIL NO. 1 FOR DIMENSIONS, MATERIALS,

AND CONSTRUCTION SPECIFICATIONS NOT SHOWN HEREON.

6" MIN AASHTO NO. 8 STONE (1B)

6" MIN AASHTO NO. 8 STONE (1B)

FINISH TO BE

SMOOTH SO THAT

NO RESTRICTIONS IN

FLOW OCCUR

PIPE SEAL (PER ASTM C-923, LATEST

REVISION) TO BE MOLDED RUBBER

GASKET CAST INTO CONCRETE

WALL, DUAL SEAL II GASKET, A-LOK

OR APPROVED EQUAL

PIPE SEAL (PER ASTM C-923,

LATEST REVISION) TO BE

MOLDED RUBBER GASKET CAST

INTO CONCRETE WALL, DUAL

SEAL II GASKET, A-LOK OR

APPROVED EQUAL

EXTENDED BASE SLAB

REQUIRED (6" MIN)

SHEET 12 OF 23

METHOD 1 (CORE-BORE HOLE)

LINK-SEAL, AS MANUFACTURED BY LINK SEAL OR APPROVED EQUAL, SHALL BE INSTALLED

OVER PIPE AND GROUTED IN PLACE AT CENTERLINE OF MANHOLE WALL. THE ADAPTER SHALL

BE DESIGNED TO PROVIDE A WATERTIGHT SEAL AROUND PVC PLASTIC PIPE OR DUCTILE IRON.

METHOD 2 (CORE-BORE HOLE)

KOR-N-SEAL I - WEDGE KORBAND CONNECTOR ASSEMBLY

PENETRATIONS TO EXISTING CONCRETE

MANHOLES SHALL BE CORE-DRILLED.

PVC/D.I. SEWER PIPE

PRECAST CONCRETE

MANHOLE PER MH DETAIL

LINK SEAL MANHOLE ADAPTER w/ STAINLESS

STEEL HARDWARE. CONTRACTOR RESPONSIBLE

TO CONFIRM SIZE AND PROPER SEAL USED.

STAINLESS STEEL KORBAND

STAINLESS STEEL WEDGE

EPDM OR POLYISOPRENE

STAINLESS STEEL PIPE CLAMP

METHOD 3 (CORE-BORE HOLE)

INSERTA-LOK GASKET BY A-LOK OR APPROVED EQUAL

FILL ANNULAR SPACES BOTH SIDES w/

NON-SHRINK GROUT. SEAL WITH (2 COATS)

WATERPROOFING BLACK ASPHALTIC COATING,

APPROVED BY ENGINEER/OWNER.

INSERTA-LOK GASKET BY A-LOK

OR APPROVED EQUAL

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\M

TA

-w at er \2

0-

-0

W el lh ou se

\0

- D es ig n

Ph as e\ D ra w in gs

\C iv il\ Sh ee ts fo r C on st ru ct io n\

-C

St or m S ew er

D et ai ls.

d w g

/2

9/

1:

A M

B y:

"C ra ig m"

12-C503 STORM SEWER DETAILS.DWG

8/19/2022

GTS

NONE

ATL ATL

D-20-0568-0278-C503

MAIDENCREEK TOWNSHIP AUTHORITY

STORM SEWER DETAILS

MAIDENCREEK TOWNSHIP BERKS COUNTY PENNSYLVANIA

WATER TREATMENT FACILITY

PHILLIPS' FARM MUNICIPAL CAMPUS

TYPE 4 AND TYPE 6 PRECAST BOX

SHEET 13 OF 23

0 9/27/23 FOR CONSTRUCTION GTS

1 11/29/23 REVISIONS FOR PENNDOT DRIVEWAY HOP GTS

2 03/25/25 FOR INDIVIDUAL NPDES PERMIT GTS

3 1/22/26 REVISED PER DEP REVIEW LETTER DATED 12/4/2025 CM

B

A

B

A

SECTION B-B

SECTION A-A

TOP UNIT DETAILS

N.T.S.

PENNDOT TYPE 'C' INLET

NOTE: ALL INLETS SHALL CONFORM TO THE SPECIFICATIONS OF PENNDOT'S

"STANDARDS FOR ROADWAY CONSTRUCTION", RC-45M AND

RC-46M, LATEST EDITION. SEE ABOVE PUBLICATION FOR ALTERNATE

FRAME SPECIFICATIONS.

N.T.S.

PENNDOT TYPE 'M' INLET

N.T.S.

TYP. RAINWATER CONDUCTOR CLEANOUT

N.T.S.

HDPE END SECTION

N.T.S.

INLET TOPS, 'RATES, AND FRAMES STRUCTURAL STEEL 'RATE BICYCLE SAFE

N.T.S.

CONCRETE END SECTION

9 04/07/26 REVISED FOR NPDES PERMIT - REISSUED FOR CONSTRUCTION CM

RECOMMENDED CONSTRUCTION PRACTICES FOR MINIMIZING SINKHOLE

DEVELOPMENT IN CARBONATE AREAS

1. UTMOST CARE MUST BE TAKEN TO PREVENT COLLECTION AND DRAINAGE OF SURFACE WATER INTO EXCAVATED OR LOW-LYING AREAS OF THE SITE DURING THE EXCAVATION AND CONSTRUCTION OF ROADWAYS, RAMPS, OR STRUCTURES. THIS MAY BE DONE BY CONSTRUCTING EARTH BERMS, DIKES, OR DIVERSION DITCHES AROUND OPEN EXCAVATIONS OR OTHERWISE PREVENTING THE COLLECTION AND PONDING OF WATER IN LOW-LYING AREAS. TYPICALLY, EXCAVATIONS SHOULD NOT BE MADE DURING PREDICTED PERIODS OF PRECIPITATION. EXCAVATIONS SHOULD BE FILLED AS SOON AS

PRACTICAL, ESPECIALLY OVER WEEKENDS OR PERIODS OF INACTIVITY.

2. THE SOIL SITUATED ABOVE A ZONE OF SOLUTION ACTIVITY IS USUALLY SOFT AND WET. IT IS, THEREFORE, IMPORTANT TO LOCATE AREAS EXHIBITING THESE CONDITIONS, WHEREVER THEY MAY EXIST OR BE ENCOUNTERED. IF STRUCTURAL FILL IS TO BE PLACED IN AREAS SUSPECTED OF SINKHOLE ACTIVITY, THE SUBGRADE SHOULD BE PROOF-ROLLED AND ALL SOFT AREAS SUITABLY

REPLACED AND COMPACTED PRIOR TO CONSTRUCTION. IF THE AREA IS TO BE EXCAVATED,

PROOF-ROLLING SHOULD BE CONDUCTED AFTER EXCAVATING TO THE FINISHED SUBGRADE

ELEVATION. PROOF-ROLLING SHOULD BE CONDUCTED UNDER THE OBSERVATIONS OF A

REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER OF RECORD.

3. SOFT SOIL MUST BE REMOVED AND REPLACED WITH CLEAN FILL PLACED AND COMPACTED IN

ACCORDANCE WITH THE FILL AND COMPACTION SECTION OF THIS REPORT.

4. THE BASE OF ALL EXCAVATIONS IN CARBONATE AREAS SHOULD BE INSPECTED FOR SOFT OR UNUSUALLY MOIST CONDITIONS.