GD&F Consulting Engineers

PRE-MOLDED PIPE SEAL

STAINLESS STEEL CLAMPING RING

LAP SEALANT

SPLICING CEMENT

LAP SEALANT

INSULATION

E.P.D.M. MEMBRANE

LAP SEALANT

SPLICING CEMENT

WATER CUT-OFF MASTIC

FLASHING WITH LAP SPLICE

STAINLESS STEEL SCREEN CAP

1.PRE-MOLDED PIPE SEAL CAN NOT BE CUT VERTICALLY. PRE-MOLDED PIPE SEAL CAN NOT BE CUT VERTICALLY. 2.DECK FLANGE CAN NOT BE TRIMMED. DECK FLANGE CAN NOT BE TRIMMED. 3.WHEN PRE-FABRICATED PIPE SEAL CAN NOT BE WHEN PRE-FABRICATED PIPE SEAL CAN NOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. 4.PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 5.EXTEND VENT PIPE IF REQUIRED WITH A.B.S. PLASTIC PIPE.EXTEND VENT PIPE IF REQUIRED WITH A.B.S. PLASTIC PIPE.

DRAIN BODY

ROOF DRAIN

STORM CONDUCTOR (SEE PLANS FOR SIZE)

STORM CONDUCTOR INSULATION AND VAPOR BARRIER. INSULATE MINIMUM OF 5'-0" BELOW BOTTOM OF ROOF DECK

1"

W

INSEAM SEALANT

LAP SEALANT

W = 5 IN. FOR ROOFING W = 6 IN. FOR ALL VERTICAL SURFACES UNCURED E.P.D.M. TO E.P.D.M.

E.P.D.M. RUBBER MEMBRANE

SPLICING CEMENT

LAP SEALANT

1/4" BEAD SILICONE INSEAM SEALANT CURED E.P.D.M. TO CURED E.P.D.M. FIELD SPLICES ONLY. MAINTAIN A CONTINUOUS BEAD OF SEALANT ON ALL MEMBRANE SPICES ESPECIALLY AT ALL SPLICE INTERSECTIONS.

LAP SEALANT

WATER CUT-OFF MASTIC

SCREW OR RAMSET ANCHOR (STAINLESS STEEL)

1/8" x 1" (MIN.) METAL BAR (ALUMINUM) PUNCHED 6" C/C FOR FASTENING

BONDING ADHESIVE

E.P.D.M. MEMBRANE OR FLASHING

1.APPLY ON HARD SURFACE ONLY. NOT FOR USE ON WOOD. APPLY ON HARD SURFACE ONLY. NOT FOR USE ON WOOD. 2.WATER CUT-OFF MASTIC MUST BE HELD UNDER CONSTANT WATER CUT-OFF MASTIC MUST BE HELD UNDER CONSTANT COMPRESSION. 3.ALL WORK DONE BY G-M CONTRACTOR.ALL WORK DONE BY G-M CONTRACTOR.

NOTES::

NO SCALE

TYPICAL LAP SPLICE DETAIL

NO SCALE

TYPICAL ROOF DRAIN DETAIL

NO SCALE

MECHANICAL TERMINATION DETAIL

NO SCALE

VENT PIPE FLASHING

CLAMPING RING

1 1/2" METAL DECK

4" MIN. TAPERED INSULATION

ROOF MEMBRANE

WATER CUT OFF MASTIC

CONCRETE WALL

1/2" DIA. STAINLESS STEEL ADHESIVE ANCHORS, 6" MIN. EMBEDMENT

1/2" DIA. STAINLESS STEEL BOLT (TYP.)

3/8" DIA. HILTI ADHESIVE ANCHORS AT 1'-6" O.C., 3 1/2" MIN. EMBEDMENT

3" x 3" x 3/8" ANGLE

1.DEPTH OF GRATING AS SHOWN ON THE DRAWINGS, GRATING SHALL DEPTH OF GRATING AS SHOWN ON THE DRAWINGS, GRATING SHALL BE BANDED ON ALL SIDES BY THE FABRICATOR. 2.ALL GRATING MUST BE DESIGNED BY THE MANUFACTURER TO MEET ALL GRATING MUST BE DESIGNED BY THE MANUFACTURER TO MEET REQUIRED SPANS. 3.PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE APPLICABLE SPECIFICATION SECTIONS.

GRATING

GRATING

SEE PLAN FOR SIZE OF STRUCTURAL MEMBERS

3" x 3" x 3/8" x 3 1/2" LONG ANGLE, EACH SIDE. MATERIAL TO MATCH GRATING AND STRUCTURAL MATERIAL.

TOP OF WALL

MAX.

12"

AS REQUIRED

STAINLESS STEEL BOLTS AS NEEDED.

PROVIDE FRP ANGLES, SUPPORT BRACKETS WITH

1.

12"

6'-0"

TYP.

MAXIMUM

2'-0"

3'-6

SUPPORT BRACKET (TYP)

%%UFRONT

%%UELEVATION

%%UELEVATION

%%USIDE

TOP OF WALL

SIDE RAILS

SIDE RAILS

WALL

FRP LADDER

BASE ANCHOR (TYP.)

BASE ANCHOR (TYP.)

ADJUST BOTTOM OF LADDER AS NEEDED TO MATCH CONCRETE FLOOR ELEVATION

LADDER RUNG (TYP.)

SUPPORT BRACKET (TYP.)

12" MAX.- (6" MIN.)

FINISHED FLOOR

1.REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR FABRICATION AND INSTALLATION, INCLUDING FASTENING DEVICES. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR FABRICATION AND INSTALLATION, INCLUDING FASTENING DEVICES. 2.ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR STEEL SHALL BE PAINTED (FOR ISOLATION). REFER TO SPECIFICATION ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR STEEL SHALL BE PAINTED (FOR ISOLATION). REFER TO SPECIFICATION SECTION 09900: PAINTING, SYSTEM G. 3.PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE APPLICABLE SPECIFICATION SECTIONS. 4.DESIGN AND DETAIL CONNECTIONS ACCORDING TO THE SPECIFICATION APPLICABLE TO THE MATERIAL OF EACH STRUCTURAL DESIGN AND DETAIL CONNECTIONS ACCORDING TO THE SPECIFICATION APPLICABLE TO THE MATERIAL OF EACH STRUCTURAL ELEMENT.

NO SCALE

TYPICAL GRATING SUPPORT DETAILS

NO SCALE

FIBERGLASS REINFORCED PLASTIC (FRP) WALK THROUGH LADDER DETAIL

DETAIL - 1

DETAIL - 3

NOTES::

NOTES::

TYPICAL GRATING SUPPORT NOTES::

NOTE::

GRATING

GRATING

1 1/2"

1 1/2"

1 1/2"

(2) 1/2" x 1" HORIZONTAL SLOTS

1/2" DIA. STAINLESS STEEL ADHESIVE ANCHORS, 6" MIN. EMBEDMENT

STRUCTURAL SUPPORT AS INDICATED ON PLANS

FACE OF WALL

STAINLESS STEEL BOLTS (TYP.)

CLIP ANGLE

STRUCTURAL MEMBER, SEE PLAN FOR SIZES. I-BEAM SHOWN FOR CLARITY

PERPENDICULAR STRUCTURAL MEMBER, SEE PLAN FOR SIZES

DETAIL - 2

DETAIL - 4

SCALE: 1" = 1'-0"

TYPICAL ROOF SCUPPER DETAIL - 1

PLAN

1:1

1:1

1:1

A

G-15

A

G-15

4"

4"

4"

SECTION A-A - G-15

CAST IRON ZURN Z187 6"x7" OBLIQUE SCUPPER DRAIN WITH ALUMINUM GRATE OR EQUAL

EPDM ROOFING ON RIGID INSULATION

NOTE:

FLASH IN ACCORDANCE WITH EIFS ROOFING STANDARD DETAILS

EIFS, 2" INSULATION THICKNESS

4" DIA. PVC PIPE CONNECTION

4" DIA. PVC VENTING BIRD SCREEN

4" DIA. PVC 45° BEND

2 (TWO) 3/4" "FINGER HOLES" IN STAINLESS STEEL PLATE

SCALE: 3" = 1'-0"

MUD VALVE CAP DETAIL

SECTION

GRATING

PLAN

CENTER OPENING IN GRATING ABOVE MUD VALVE OPERATING STEM NUT (IN CHANNEL BELOW)

6" O.D. x 1/4" THICK STAINLESS STEEL PLATE WELDED INSIDE ALL AROUND TO 4" DIA. STAINLESS STEEL PIPE

4" DIA. STAINLESS STEEL PIPE (6" MIN. LENGTH)

VALVE OPERATING STEM NUT

VALVE OPERATING STEM

4" DIA. STAINLESS STEEL PIPE (BELOW)

6" O.D. x 1/4" THICK STAINLESS STEEL PLATE WELDED INSIDE ALL AROUND TO 4" DIA. STAINLESS STEEL PIPE

CENTER OPENING IN GRATING ABOVE MUD VALVE OPERATING STEM NUT (IN CHANNEL BELOW)

VALVE OPERATING STEM NUT (BELOW)

GRATING BAND ON ALL OPENINGS IN GRATING (TYP.)

DETAILS

RLN

AS NOTED

WAA

G-8

ADDENDUM No. 1 - ENTIRE SHEET

1/5/17

1

Consulting Engineers

FOREMAN

3121 Fairway Drive

DOBSON

GWIN

Altoona, PA 16602

INC.

DESCRIPTION

CHECKED BY:

REVISIONS

DATE

NO.

SEAL

SCALE:

DRAWN BY:

JOB:

FILE:

DATE:

SHEET NO:

PLOT CREATED: 1/5/2017 9:45 AM, FILE: G:\15017\TREATMENT FACILITY\_GENERAL SERIES\15017_G-08.dwg1/5/2017 9:45 AM, FILE: G:\15017\TREATMENT FACILITY\_GENERAL SERIES\15017_G-08.dwg, FILE: G:\15017\TREATMENT FACILITY\_GENERAL SERIES\15017_G-08.dwgG:\15017\TREATMENT FACILITY\_GENERAL SERIES\15017_G-08.dwg

12/1/16

15017

BROOKVILLE BOROUGH, JEFFERSON CO., PENNSYLVANIA

PHASE 2 WASTEWATER TREATMENT FACILITY IMPROVEMENTS

BROOKVILLE MUNICIPAL AUTHORITY

ENGINEER

P

E

N

N

S

A

I

N

A

V

L

Y

O

C

OF

H

T

L

A

E

W

N

O

M

M

No. PE074827

PROFESSIONAL

REGISTERED

WILLIAM ANDREW ARNOLD

15017_G-08

SS

SS

SS

SS

INV EL. 1200.77

15" RCP

INV EL. 1198.76

INV EL. 1212.95

10" DIA. CI RAW SEWAGE

6" DIA. CI SCUM LINE

6" DIA. DRAIN

6" DIA. PRIMARY SLUDGE LINE

6" DIA. CI SCUM LINE

20" DIA. CI PRIMARY EFFLUENT LINE

6" DIA. SLUDGE LINE

20" DIA. BIODISC EFFLUENT LINE

YARD HYDRANT

6" DIA. SLUDGE LINE

6" DIA. CI DRAIN LINE

12" DIA. CI AIR LINE

20" DIA. BIODISC EFFLUENT LINE

6" DIA. CI SCUM LINE

4" DIA. CI UTILITY WATER

20" DIA. CI SECONDARY EFFLUENT LINE

18" DIA. DIP PLANT EFFLUENT

18" DIA. PLANT EFFLUENT

8" DIA. VCP DRAIN LINE

18" DIA. VCP PLANT INFLUENT

18" DIA. DI PLANT INFLUENT

6" DIA. CI DRAIN LINE

6" AND 8" CI SIPHON

6" DIA. CI DRAIN LINE

10" DIA. CI RAW SEWAGE

6" DIA. CI SCUM LINE

6" DIA. CI DRAIN LINE

BENCHMARK "K" EL. 1213.68

LP

LP

LP

LP

LP

LP

LP

MANHOLE

2" PLASTIC

POTABLE WATERLINE

UTILITY WATERLINE

2" GAS

2" GAS

18" HDPE STORM DRAIN

BENCHMARK NO. 1 EL. 1213.85

10" RAS

20" CLARIFIER EFFLUENT

20"

20" CLARIFIER INFLUENT

30" INFLUENT

12" SLUDGE DRAW-OFF

12" SLUDGE DRAW-OFF

6" UTILITY WATER

6"

12" CLARIFIER (SECONDARY TANKS) EFFLUENT

6"

6" WAS

20" CLARIFIER (SECONDARY TANKS) INFLUENT

12" HDPE STORM DRAIN

12" HDPE STORM DRAIN

18" HDPE STORM DRAIN

6"

12" HDPE STORM DRAIN

6"

30" HDPE STORM DRAIN

12" DRAIN

30" HDPE STORM DRAIN

12" HDPE STORM DRAIN

6" DRAIN

12" DRAIN

18" HDPE STORM DRAIN

6"

6"

30" HDPE STORM DRAIN

6" FM

24" STORM DRAIN

TYPE 'M' INLET (TYP.)

30" HDPE STORM DRAIN

8" DRAIN

8"

8"

30" HDPE STORM DRAIN

12" HDPE STORM DRAIN

20" CLARIFIER INFLUENT

15" HDPE CULVERT

20" CLARIFIER EFFLUENT

12" REACTOR INFL.

20" STEP FEED

12" REACTOR INFL.

20" STEP FEED

12" HDPE STORM DRAIN

20" REACTOR EFFLUENT

14" FORCEMAIN

14" FORCEMAIN

2" POTABLE WATER

2" POTABLE WATER

2" POTABLE WATER

2" POTABLE WATER

2" POTABLE WATER

2" POTABLE WATER

1" POTABLE WATER

12" AIR

2" GAS

2" GAS

2" GAS

2"WL

BLOWERS

PROPOSED RETAINING WALL No. 1

CLARIFIER UNIT No. 1

CLARIFIER UNIT No. 2

BLOWERS

CHEMICAL STORAGE

REACTOR No. 1

REACTOR No. 2

HEADWORKS BUILDING

EXISTING SECONDARY TANKS

EXISTING ADMINISTRATION BUILDING

INFLUENT PUMP STATION

GENERATOR ENCLOSURE

CONNECTED TO EXISTING UTILITY WATER

4" PERFORATED SCH. 40 PVC UNDERDRAIN

4" PERFORATED SCH. 40 PVC UNDERDRAIN

4" PERFORATED SCH. 40 PVC UNDERDRAIN

TEMPORARY 20" DIA. PRIMARY EFFLUENT LINE, IN PLACE DURING NEW CONSTRUCTION PRIOR TO DEMOLITION

4" SOLID SCH. 40 PVC DRAIN

I-17

MH-13

CONCRETE HEADWALL (HW-12)

I-14

I-15

EXISTING PROCESS PIPING TO BE CAPPED AND ABANDONED IN PLACE (THIS AREA)

MH-11

12" HDPE STORM DRAIN

MH-10

4" SOLID SCH. 40 PVC DRAIN

MH-7

I-6

MH-5

MH-4

I-3

MH-2

CONCRETE HEADWALL (HW-1)

I-9

24" DIA. HDPE DRAIN BASIN WITH STANDARD H-20 RATED SLOTTED GRATE

EXISTING STORM DRAIN TO REMAIN

R-4 RIPRAP CHANNEL LINING

CONCRETE PAD FOR TRANSFORMER

BOLLARDS (TYPICAL OF 14), SEE DETAIL

REMOVABLE BOLLARDS (TYPICAL OF 6), SEE DETAIL

MH-19

MH-1

MH-2

MH-3

MH-4

MH-5

INSTALL PIPE SLOPE ANCHORS AS REQUIRED

EXISTING 2" GAS TO BE ABANDONED IN PLACE

CONNECT TO EXISTING 2" GAS SUPPLY LINE AND INSTALL SHUTOFF VALVE AND BOX

CONNECT TO EXISTING 2" GAS SUPPLY LINE AND INSTALL SHUTOFF VALVE AND BOX

YARD HYDRANT

YARD HYDRANT

YARD HYDRANT

YARD HYDRANT

YARD HYDRANT

YARD HYDRANT

PROPOSED RETAINING WALL No. 2

1

1

1

1

1

BACK FLOW PREVENTER w/MANHOLE

CONTOUR MAJOR (5') CONTOUR MINOR (1') PROPERTY LINE RIGHT OF WAY LINE MACADAM STABILIZED FENCE STREAM GAS LINE TREELINE HEDGEROW STORM SEWER SANITARY SEWER MANHOLE (SSMH) POWER POLE LIGHT POLE

1 inch = ft.

GRAPHIC SCALE

20

20

0

10

20

40

80

LEGEND:

SS

LP

CONTOUR MAJOR (5') CONTOUR MINOR (1') PROPERTY LINE RIGHT OF WAY LINE MACADAM STABILIZED FENCE STREAM GAS LINE TREELINE HEDGEROW STORM SEWER SANITARY SEWER MANHOLE (SSMH) POWER POLE LIGHT POLE

STABILIZED

DMR

AS NOTED

KWB

101

PROPOSED SITE PROCESS PIPING PLAN

Consulting Engineers

FOREMAN

3121 Fairway Drive

DOBSON

GWIN

Altoona, PA 16602

INC.

DESCRIPTION

CHECKED BY:

REVISIONS

DATE

NO.

SEAL

SCALE:

DRAWN BY:

JOB:

FILE:

DATE:

SHEET NO:

BROOKVILLE BOROUGH, JEFFERSON CO., PENNSYLVANIA

PHASE 2 WASTEWATER TREATMENT FACILITY IMPROVEMENTS

BROOKVILLE MUNICIPAL AUTHORITY

15017_101

12/1/16

15017

PLOT CREATED: 1/5/2017 8:38 AM, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg1/5/2017 8:38 AM, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwgG:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg

ENGINEER

P

E

N

N

S

A

I

N

A

V

L

Y

O

C

OF

H

T

L

A

E

W

N

O

M

M

No. PE081568

PROFESSIONAL

REGISTERED

KENNETH WILLIAM BELDIN, JR.

1

ADDENDUM NO. 1

SITE PIPING SCHEDULE

DESCRIPTION

SYSTEM NO.

NOTES

INFLUENT LINE

8

FORCE MAIN LINE

10

DI CL 52 PUSH ON JOINT (BELOW GROUND), MJ FITTINGS

DRAIN LINES

11

8" REACTOR DRAIN LINE

9

WATERLINE

2

GAS LINE

5

REACTOR INFLUENT & REACTOR EFFLUENT

8

DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED

STEP FEED

8

DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED

CLARIFIER INFLUENT & CLARIFIER EFFLUENT

8

DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED

RAS LINE

10

CLARIFIER (SECONDARY TANKS) EFFLUENT

10

WAS LINE

10

DI CL 52 PUSH ON JOIN (BELOW GROUND), FLANGED (EXPOSED)

STORM DRAINS

12

UNDERDRAIN

13

1/5/17

CLEANOUT

CO

INDICATES ROOM AREA NO.

200

INDICATES GRATING SPAN DIRECTION

1 1/2" REMOVABLE ALUMINUM GRATING

INDICATES GRATING STRUCTURAL SUPPORT MEMBERS (SEE SCHEDULE, THIS SHEET)

A

A

3" x 3" x 3/8" ALUMINUM ANGLE

B

1.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS NOTED OTHERWISE. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS NOTED OTHERWISE. 2.ALL HANDRAIL, GRATING AND GRATING FRAMING/SUPPORTS SHALL BE ALUMINUM. ALL HANDRAIL, GRATING AND GRATING FRAMING/SUPPORTS SHALL BE ALUMINUM. 3.CONTRACTOR SHALL VERIFY ALL GRATING SUPPORT DIMENSIONS IN THE FIELD. CONTRACTOR SHALL VERIFY ALL GRATING SUPPORT DIMENSIONS IN THE FIELD. 4.CONTRACTOR SHALL INSTALL ALL GRATING AND SUPPORTS, SO THAT THEY DO NOT CONTRACTOR SHALL INSTALL ALL GRATING AND SUPPORTS, SO THAT THEY DO NOT INTERFERE WITH MECHANICAL EQUIPMENT, GATES, VALVES, ETC. 5.ALL GRATING MUST BE FULLY BANDED INCLUDING FULL BANDING FOR ALL OPENINGS, ALL GRATING MUST BE FULLY BANDED INCLUDING FULL BANDING FOR ALL OPENINGS, CHASES, OFFSETS, PENETRATIONS, ETC. 6.SEE SHEET G-8 FOR TYPICAL CONNECTION DETAILS.SEE SHEET G-8 FOR TYPICAL CONNECTION DETAILS.

3" x 3"x 3/8" ALUMINUM ANGLE. CURVED TO MATCH 5'-0" RADIUS OF PLATFORM GRATING

FLOOR DRAIN

FD

GRATING STRUCTURAL SUPPORT MEMBERS SCHEDULE

NOTES:

LEGEND

ELECTRICAL ROOM

300

HEADWORKS PROCESS AREA

A

A

C

C

C

A

A

C

A

A

A

A

A

B

B

B

B

C

B

B

B

A

C

A

A

A

A

C

A

A

A

4" DIA. MUD VALVE, CENTER IN CHANNELS

FD

CO

CO

A

A

A

B

C

C

A

C

C

C

C

C

A

C

C

C

A

C

C

C6 x 2.83 ALUMINUM CHANNEL

3

G-8

(TYP.)

2

G-8

1

G-8

(TYP.)

3

G-8

(TYP.)

2

G-8

3

G-8

4

G-8

(TYP.)

N

SCALE: 1/4" = 1'-0"

HEADWORKS GRADING PLAN

2

G-8

(TYP.)

Consulting Engineers

FOREMAN

3121 Fairway Drive

DOBSON

GWIN

Altoona, PA 16602

INC.

DESCRIPTION

CHECKED BY:

REVISIONS

DATE

NO.

SEAL

SCALE:

DRAWN BY:

JOB:

FILE:

DATE:

SHEET NO:

PLOT CREATED: 1/5/2017 8:40 AM, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg1/5/2017 8:40 AM, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwgG:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg

12/1/16

15017

BROOKVILLE BOROUGH, JEFFERSON CO., PENNSYLVANIA

PHASE 2 WASTEWATER TREATMENT FACILITY IMPROVEMENTS

BROOKVILLE MUNICIPAL AUTHORITY

ENGINEER

P

E

N

N

S

A

I

N

A

V

L

Y

O

C

OF

H

T

L

A

E

W

N

O

M

M

No. PE074827

PROFESSIONAL

REGISTERED

WILLIAM ANDREW ARNOLD

15017_306

HEADWORKS GRATING PLAN

AS NOTED

JSA

JDG

306

ADDENDUM No. 1 - ENTIRE SHEET

1/5/17

1

LEGEND

SCP-#

SLUDGE CIRCULATION PUMP

1

SCALE: 1/2" = 1'-0"

SECTION G-G - 800

1

SCALE: 1/2" = 1'-0"

SECTION H-H - 800

1

SCALE: 1/2" = 1'-0"

SECTION J-J - 800

1

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

FLOOR EL. 1201.33

FLOOR EL. 1213.00

FLOOR EL. 1201.33

FLOOR EL. 1213.00

FLOOR EL. 1201.33

FLOOR EL. 1213.00

COLUMN

SLUDGE CONDITIONING TANK (BEYOND)

6" DIA. TEE

6" DIA. SLUDGE LINE

6" DIA. 90° BEND (TYP.)

6" DIA. PLUG VALVE (TYP.)

6" DIA. TEE (TYP.)

6" DIA. SLUDGE LINE

6" DIA. SLUDGE LINE

6" DIA. TEE

6" DIA. 90° BEND

6" DIA. PLUG VALVE

6" DIA. TEE

BLIND FLANGE

6" DIA. SLUDGE LINE

6" DIA. CROSS

6" DIA. SPOOL PIECE

6" DIA. 90° BEND

6" DIA. TEE

6" DIA. TEE

6" DIA. PIPE

6" DIA. 90° BEND

CONCRETE EQUIPMENT PAD

SCP-1

4" DIA. SPOOL PIECE

4" DIA. 90° BEND

6" DIA. 45° BEND

6" DIA. TEE

6" x 4" CONCENTRIC REDUCER

4" DIA. PLUG VALVE

6" DIA. SLUDGE LINE

6" DIA. TEE

3" DIA. 90° BEND

3" DIA. PLUG VALVE

3" DIA. SPOOL PIECE

3" DIA. CHECK VALVE

3" DIA. 90° BEND

6" x 3" CONCENTRIC REDUCER

3" DIA. PLUG VALVE

3" DIA. SPOOL PIECE (TYP.)

3" DIA. MAGNETIC FLOW METER

3" FLANGED COUPLING ADAPTER

6" DIA. 90° BEND

6" x 4" CONCENTRIC REDUCER

4" DIA. 90° BEND

4" DIA. SPOOL PIECE

SCP-2

3" DIA. 90° BEND

3" DIA. SPOOL PIECE

3" DIA. CHECK VALVE

3" DIA. 90° BEND

CONCRETE EQUIPMENT PAD

6" x 3" CONCENTRIC REDUCER

3" DIA. PIPE

COLUMN

SLUDGE CONDITIONING TANK

6" DIA. PLUG VALVE

6" DIA. TEE

6" DIA. 90° BEND

6" DIA. SLUDGE LINE

6" DIA. TEE

6" DIA. 90° BEND

6" DIA. TEE

6" DIA. 90°BEND (TYP.)

6" DIA. SLUDGE LINE (TYP.)

4" DIA. SPOOL PIECE

4" DIA. 90° BEND

6" x 4" CONCENTRIC REDUCER

SCP-1

CONCRETE EQUIPMENT PAD

6" DIA. PIPE

6" DIA. 45° BEND

6" DIA. TEE

3" DIA. SPOOL PIECE

3" DIA. 90° BEND

6" DIA. 90° BEND

3" FLANGED COUPLING ADAPTER

3" DIA. MAGNETIC FLOW METER

3" DIA. SPOOL PIECE (TYP.)

3" DIA. PLUG VALVE

6" x 3" CONCENTRIC REDUCER

6" DIA. TEE

6" DIA. TEE

6" DIA. PIPE

6" DIA. SPOOL PIECE

6" DIA. 90° BEND

SINK

SINK

COLUMN

SLUDGE CONDITIONING TANK

6" DIA. 90° BEND

6" DIA. TEE

6" DIA. SLUDGE LINE

6" DIA. PLUG VALVE

6" DIA. TEE

6" DIA. 90° BEND

6" DIA. TEE

SCP-2

4" DIA. SPOOL PIECE

6" x 4" CONCENTRIC REDUCER

4" DIA. 90° BEND

6" x 3" CONCENTRIC REDUCER

3" DIA. PIPE

3" DIA. 90° BEND

3" DIA. PLUG VALVE

CONCRETE EQUIPMENT PAD

3" DIA. SPOOL PIECE (TYP.)

3" DIA. 90° BEND

3" DIA. PLUG VALVE

3" DIA. MAGNETIC FLOW METER

3" FLANGED COUPLING ADAPTER

FIT

SC-1

FIT

SC-1

FIT

SC-2

INSTRUMENTATION DEVICE

COLUMN

COLUMN

Consulting Engineers

FOREMAN

3121 Fairway Drive

DOBSON

GWIN

Altoona, PA 16602

INC.

DESCRIPTION

CHECKED BY:

REVISIONS

DATE

NO.

SEAL

SCALE:

DRAWN BY:

JOB:

FILE:

DATE:

SHEET NO:

PLOT CREATED: 1/5/2017 8:42 AM, FILE: G:\15017\TREATMENT FACILITY\800 SERIES - EXISTING-MODIFICATIONS\15017_802A.dwg1/5/2017 8:42 AM, FILE: G:\15017\TREATMENT FACILITY\800 SERIES - EXISTING-MODIFICATIONS\15017_802A.dwg, FILE: G:\15017\TREATMENT FACILITY\800 SERIES - EXISTING-MODIFICATIONS\15017_802A.dwgG:\15017\TREATMENT FACILITY\800 SERIES - EXISTING-MODIFICATIONS\15017_802A.dwg

12/1/16

15017

BROOKVILLE BOROUGH, JEFFERSON CO., PENNSYLVANIA

PHASE 2 WASTEWATER TREATMENT FACILITY IMPROVEMENTS

BROOKVILLE MUNICIPAL AUTHORITY

ENGINEER

P

E

N

N

S

A

I

N

A

V

L

Y

O

C

OF

H

T

L

A

E

W

N

O

M

M

No. 30528-E

PROFESSIONAL

REGISTERED

MARK V. GLENN

15017_802A

EXISTING ADMINISTRATION BUILDING MODIFICATION SECTIONS

AS NOTED

JSA

JDG

802A

ADDENDUM No. 1

1/5/17

1