140F0918R0012_Attachment_B_-_Drawings.pdf

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PHYSICAL

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MURIE

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DARLING

LODGE

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LEOPOLD

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CENTRAL

PLANT

INSTRUCTIONAL

WEST

INSTRUCTIONAL

EAST

LABORATORY

ENTRY

AUDITORIUM

KREATE

DAYCARE

WEST

POND

OFFICE

WASTE

WATER

TREATMENT

WATER

TREATMENT

SUPPORT

SERVICES

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COMMONS

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Water Treatment Plant and Wastewater Treatment Plant Repairs - 2018

U.S. FISH AND WILDLIFE SERVICE

U.S. DEPARTMENT OF INTERIOR

Beardsley Architects + Engineers 64 South street Auburn, New York 13021 315.253.7301

Architect + Engineer

March 16, 2018 be ard sle y p ro jec t n um be r:

Construction Documents

National Conservation Training Center 698 Conservation Way Shepherdstown, West Virginia 25443

Fil en am e:

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3 A M

AUBURN | MALONE | SYRACUSE

TITLE SHEET

TITLE

DWG NO

INDEX OF DRAWINGS

SITE MAP

NOTES, LEGEND AND ABBREVIATIONS

G-001

WASTEWATER TREATMENT IMPROVEMENT PLAN

G-004

WATER TREATMENT WALL REPAIR PLAN AND SECTIONS

C-101

G-002

WASTEWATER TREATMENT PLANT DETAILS

C-501

OVERALL SITE PLAN

C-102

G-003

WATER TREATMENT BUILDING PLAN

PROCESS FLOW DIAGRAM

G-005

SECONDARY WASTEWATER TREATMENT NO 1 PLAN AND SECTIONS

HYDRAULIC PROFILE

G-006

C-103

SECONDARY WASTEWATER TREATMENT NO 2 PLAN AND SECTIONS

PROJECT LOCATION

SCALE: NONE

W W

P

R

K

W T

P

W

O R

K

XX

XX

XX

X

X

X

X

X

X

X

X

C-104

WASTEWATER TREATMENT PLANT CONCRETE REPAIR PLANS

X

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CONTRACTOR ACCESS LOCATION

EL ELEVATION

EXISTINGEX

CI / CIP CAST IRON / PIPE

DIAMETERDIA

MH MANHOLE

NORMALLY CLOSEDN.C.

NORMALLY OPENN.O.

TOP

T/

B/ BOTTOM

BALL VALVEBV

BFV BUTTERFLY VALVE

CV CHECK VALVE

FM FORCE MAIN

GALLONS PER DAYGPD

GALLONS PER MINUTEGPM

TYP TYPICAL

CLEANOUTC.O.

EACH FACEEF

EACH WAYEW

DUCTILE IRONDI

POST INDICATING VALVEPIV

STAINLESS STEELSS

PLATEPL

FOOTFT

ON CENTER

OC

ALUMINUMALUM

FOOTINGFTG

INVERTINV

MINIMUMMIN

MAXIMUMMAX

CONCRETECONC

CENTERLINEC

L

VITRIFIED CLAY PIPEVCP

CMP CORRUGATED METAL PIPE

CLF CHAIN LINK FENCE

MONUMENTMON

WASTEWATER TREATMENT PLANTWWTP

UV ULTRAVIOLET LIGHT

EQ EQUALIZATION

DOWNDN

EACHEA

PVC POLYVINYL CHLORIDE

OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION

OSHA

SIMILARSIM

ABBREVIATIONS

USFWS UNITED STATES FISH AND WILDLIFE SERVICE

C/C CENTER TO CENTER

CHLORINECL

NUMBERNO

AVERAGEAVG

GALVANIZEDGALV

NATIONAL CONSERVATION TRAINING CENTERNCTC

ROOF DRAINRD

WATERW

ELECTRICE

TELEPHONE

T

SANITARYSA

STORMST

SANITARY FORCE MAINSAFM

ROOMRM

SQUARESQ

WATER SURFACEWS

HIGH WATER LINEHWL

OUTSIDE DIAMETER

OD

WATER TREATMENT PLANTWTP

EX FIRE HYDRANT

EX UTILITY POLE

EX UTILITY VALVE

EX UTILITY ELECTRIC METER

EX UTILITY SANITARY MANHOLE

EX UTILITY DRAINAGE MANHOLE

EX CHAIN LINK FENCE

EX ELECTRIC

X X

EX TELEPHONE

EX SANITARY SEWER

EX STORM WATER

LEGEND

E

T

SA

ST

EX WATER

W

EX ROOF DRAIN

RD

X

EX YARD HYDRANT

EX SANITARY FORCE MAINSAFM

CIVIL

NOTES, LEGEND

AND ABBREVIATIONS

FJS

SAL

JRH

G-001

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

REFERENCE NOTES

1. CONSTRUCTION DRAWINGS ARE BASED ON HISTORICAL AND RECORD DRAWINGS

PROVIDED BY THE USFWS.

2. THE LOCATION, NATURE AND ALIGNMENT OF UNDERGROUND UTILITIES ARE BASED ON

HISTORIC AND RECORD DRAWINGS, AND UTILITY EVIDENCE VISIBLE AT THE GROUND

SURFACE AND ARE CONSIDERED TO BE SCHEMATIC ONLY.

3. THE INFORMATION PRESENTED ON THE DRAWINGS DOES NOT CLAIM TO SHOW ALL

UNDERGROUND UTILITIES. OTHERS MAY EXIST IN THE WORK AREA. IDENTIFICATION OF

ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

WASTEWATER DISPOSAL

1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT ANY INFLUENT

WASTEWATER HAULED OFF SITE SHALL BE DONE SO BY A LICENSED HAULER TO

ANOTHER REGULATED WASTEWATER TREATMENT PLANT. BOTH THE HAULER AND

RECEIVING WASTEWATER TREATMENT PLANT SHALL BE LICENSED FOR INDUSTRIAL

WASTE. RESPONSIBILITY, INCLUDING BUT NOT LIMITED TO, ALL COST INCURRED FOR

HAULING AND DISPOSAL OF THE WASTEWATER, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

2. ALL WASTE GENERATED BY THE FACILITY WILL BE REMOVED AND HAULED BY USFWS. ALL

WASTE GENERATED BY THE CONTRACTOR AS PART OF THE WORK SHALL BE REMOVED

AND DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL REGULATIONS. COORDINATE CONSTRUCTION OPERATIONS

WITH WASTEWATER HAULING TO ENSURE SUFFICIENT STORAGE CAPACITY IS

MAINTAINED WITHIN THE EXISTING AEROBIC DIGESTER.

COORDINATION

1. DURING THE CONSTRUCTION PERIOD COORDINATE ACTIVITIES, INCLUDING USE OF THE

SITE, TO MINIMIZE INTERFERENCE WITH THE ONGOING USFWS OPERATIONS.

CONTRACTOR'S ACTIVITIES ARE SUBJECT TO PRIOR APPROVAL BY THE USFWS.

LAYOUT

1. THE USFWS WILL DETERMINE LOCATIONS OF CONTRACTOR STAGING AND LAYDOWN

AREAS. THE SITE HAS LIMITED SPACE FOR PARKING, MATERIAL AND EQUIPMENT.

2. RESTORE ANY AREAS DISTURBED BY STAGING, PARKING, OR OTHER CONSTRUCTION

ACTIVITIES TO THEIR ORIGINAL CONDITION.

EXISTING CONDITIONS

1. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD BEFORE COMMENCING

WORK. IMMEDIATELY NOTIFY THE USFWS OF ANY DISCREPANCIES.

2. CONTRACTOR IS ADVISED OF THE PRESENCE OF METHANE, PROPANE, AND OTHER

POTENTIALLY FLAMMABLE GASES AT THE SITE. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE TO CHECK FOR CONCENTRATIONS OF FLAMMABLE VAPORS/GASES

BEFORE CONDUCTING ANY ACTIVITY (WELDING, CUTTING, TORCHING, ETC.) THAT COULD

CAUSE IGNITION OF THOSE GASES.

3. PROTECT FROM DAMAGE ALL EXISTING FEATURES NOT INDICATED OR REQUIRED TO BE

REMOVED FOR THE WORK.

4. REPAIR ITEMS THAT ARE TO REMAIN IF DAMAGED DURING THE PERFORMANCE OF THE

WORK. REPAIR OR REPLACE TO THEIR ORIGINAL CONDITION AS DETERMINED BY THE

USFWS, OR REPLACE WITH NEW IN-KIND.

EXISTING UTILITIES

1. THE LOCATION OF UTILITIES INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY.

CONTRACTOR SHALL PROVIDE THEIR OWN UTILITY LINE LOCATION DEVICE AND

ACCURATELY LOCATE SUBSURFACE UTILITIES BEFORE EXCAVATING.

2. PERFORM EXCAVATION IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND

FEDERAL REQUIREMENTS.

3. EXISTING WATER SUPPLY PIPING AND APPURTENANCES WHICH ARE CUT, TAPPED, OR

OTHERWISE DISTURBED DURING CONSTRUCTION SHALL BE PROTECTED FROM

CONTAMINATION AND DISINFECTED AS REQUIRED BY AUTHORITIES HAVING

JURISDICTION.

SPOILS

1. ALL SPOIL MATERIAL (INCLUDING WASTEWATER, WASH WATERS, AND SLUDGE) REMOVED

FROM THE JOB SITES SHALL BE DISPOSED OF, BY THE CONTRACTOR, OFF OF THE USFWS

PROPERTY. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL

REGULATIONS THAT APPLY TO THE OFF-STE AREA CHOSEN FOR THE SPOIL MATERIAL.

ALL COST ASSOCIATED WITH THE REMOVAL AND LAWFUL DISPOSAL OF ALL SPOIL

MATERIAL OFF USFWS PROPERTY SHALL BE INCLUDED IN THE WORK OF THIS CONTRACT.

DEMOLITION

1. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT

EXISTING FEATURES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AND AUTHORIZED

VEHICLES AROUND THE WORK AREA.

2. PROVIDE CONSTRUCTION FENCES, BARRICADES OR OTHER SUITABLE DEVICES AS DIRECTED

BY THE THE USFWS TO PREVENT DAMAGE BY VEHICLES AND UNAUTHORIZED ENTRY INTO

WORK, CONSTRUCTION STAGING AND EQUIPMENT STORAGE AREAS.

3. PROVIDE ALL REMOVALS INCIDENTAL TO AND NECESSARY TO PROVIDE THE WORK OF THIS

CONTRACT AND LEGALLY DISPOSE OF OFF-SITE. REMOVE EXISTING FEATURES AND UNUSED

EARTH MATERIALS IN THEIR ENTIRETY UNLESS OTHERWISE INDICATED BY THE THE USFWS.

4. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS AND TRASH. DO NOT ALLOW DEBRIS TO

ACCUMULATE ON-SITE.

SITE WORK

1. RESTORE ANY SITE AREA OR FEATURE DISTURBED DURING CONSTRUCTION TO ORIGINAL

CONDITION AS DETERMINED BY THE USFWS.

2. PROVIDE A MINIMUM OF 4 INCHES OF NEW TOPSOIL AND SEEDING, AND MAINTAIN LAWN

GROUND COVER UNTIL CONCLUSION OF THE PROJECT.

CONFINED ENTRY:

1. FOLLOW ALL PROPER OSHA REGULATIONS FOR ENTRANCE INTO CONFINED SPACES.

PAINTING, PATCHING AND COATINGS

1. INSTALL ALL PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS, INCLUDING STRICT ADHERENCE TO SURFACE PREPARATION AND ENVIRONMENTAL

REQUIREMENTS.

2. REFER TO APPLICABLE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON TESTING,

INSPECTIONS, AND QUALITY CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING

AND PAYING FOR THE SERVICES OF A QUALIFIED INDEPENDENT TESTING AGENCY.

GENERAL NOTES

SUGGESTED CONSTRUCTION SEQUENCING

WASTEWATER TREATMENT PLANT

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, TECHNIQUES, AND SEQUENCES OF

CONSTRUCTION TO CONSTRUCT THE PROPOSED IMPROVEMENTS TO THE WASTEWATER

TREATMENT PLANT. IT IS IMPERATIVE THAT THE CONTRACTOR'S WORK SHALL NOT IMPACT

USFWS'S ABILITY TO MAINTAIN EFFLUENT QUALITY WITHIN THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION PERMIT (NPDES) LIMITS. BELOW IS THE SUGGESTED SEQUENCING FOR

CONSTRUCTION ACTIVITIES.

1. PERFORM REMOVALS AND IMPROVEMENTS TO THE OFFLINE SECONDARY WASTEWATER

TREATMENT UNIT.

2. PERFORM REMOVALS AND IMPROVEMENTS TO THE SOLIDS STRAINER AND BAR SCREEN.

3. PERFORM IMPROVEMENTS TO THE FLOW DISTRIBUTION BOX.

4. PERFORM IMPROVEMENTS TO THE CHLORINE CONTACT TANK.

5. UPON COMPLETION OF IMPROVEMENTS AND PROPER CURING OF EPOXY COATINGS ON THE

OFFLINE SECONDARY WASTEWATER TREATMENT UNIT, SWITCHOVER INFLUENT FLOWS AT THE

FLOW DISTRIBUTION BOX TO THE OTHER SECONDARY WASTEWATER UNIT.

6. PERFORM REMOVALS AND IMPROVEMENTS TO THE OFFLINE SECONDARY WASTEWATER

TREATMENT UNIT.

7. UPON COMPLETION OF IMPROVEMENTS AND PROPER CURING OF EPOXY COATINGS ON THE

OFFLINE SECONDARY WASTEWATER TREATMENT UNIT, REMOVE TEMPORARY MEASURES, AND

PERFORM CLEANUP AND SITE RESTORATION.

WATER TREATMENT PLANT

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, TECHNIQUES, AND SEQUENCES OF

CONSTRUCTION TO CONSTRUCT THE PROPOSED IMPROVEMENTS TO THE WATER TREATMENT

PLANT. IT IS IMPERATIVE THAT THE CONTRACTOR'S WORK SHALL NOT IMPACT USFWS ABILITY TO

MAINTAIN WATER QUALITY CHARACTERISTICS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. BELOW IS THE SUGGESTED SEQUENCING FOR CONSTRUCTION ACTIVITIES.

1. TEMPORARILY RELOCATE EXISTING WATER TREATMENT COMPONENTS ADJACENT AND NOT

AFFIXED TO WALLS BEING REPAIRED.

2. PERFORM REMOVALS AND IMPROVEMENTS TO THE CONCRETE MASONRY UNIT WALLS.

3. PERFORM REMOVALS AND IMPROVEMENTS TO THE PERIMETER EXPANSION JOINTS.

4. REINSTALL EXISTING WATER TREATMENT COMPONENTS THAT WERE TEMPORARILY

RELOCATED TO PERFORM THE PROPOSED IMPROVEMENTS.

5. REMOVE TEMPORARY MEASURES, AND PERFORM CLEANUP AND SITE RESTORATION.

DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN BOTH THE

WATER AND WASTEWATER TREATMENT PLANT.

MH

NO 1

MH

NO 2

MH

NO 3

MH

NO SA

MH

NO 5

MH

NO 6

MH

NO 8

SCALE:

OVERALL SITE PLAN

A

1"=20' W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

OVERALL

SITE PLAN

FJS

SAL

JRH

G-002

A

B

C

D

FLOW METER VAULT NO 1

SOLIDS STRAINER AND BAR SCREEN

FLOW DISTRIBUTION BOX

ASSET

ID

SECONDARY WASTEWATER

TREATMENT UNIT NO 1

E SECONDARY WASTEWATER

TREATMENT UNIT NO 2

F FLOW METER VAULT NO 2

G PUMP STATION NO 5

H CHLORINE CONTACT TANK

I AEROBIC DIGESTER

J OPERATIONS BUILDING

6" INFLUENT FORCE MAIN

8" INFLUENT TO FLOW DISTRIBUTION

BOX FROM SOLIDS STRAINER

8" INFLUENT TO OXIDATION DITCH NO 1

PIPE DESCRIPTIONID

4 8" INFLUENT TO OXIDATION DITCH NO 2

5 8" EFFLUENT FROM CLARIFIER NO 1

6 8" EFFLUENT FROM CLARIFIER NO 2

7 8" INFLUENT TO CHLORINE CONTACT TANK

8 8" OUTFALL

9 3" RAW ACTIVATED SLUDGE FROM CLARIFIER NO 1

10 3" RAW ACTIVATED SLUDGE FROM CLARIFIER NO 2

11 3" RECYCLED SLUDGE TO OXIDATION DITCH NO 1

12 3" RECYCLED SLUDGE TO OXIDATION DITCH NO 2

13 3" WASTE ACTIVATED SLUDGE

14 3" DIGESTED SLUDGE

15 3" TO SLUDGE DEWATERING REED BED (ABANDONED)

16 2 1/2" AIR LINE

17 8" DECANT DRAIN LINE

18 2" DISCHARGE LINE PUMP STATION NO 4

19 2" DISCHARGE LINE PUMP STATION NO 5

20 6" DRAIN LINE

21 1" SODIUM HYPOCHLORITE

22 3" WATER TO YARD HYDRANTS

23 1" WATER TO SOLIDS STRAINER

24 3" DIGESTER LINE

25 4" DRAIN

26 ROOF DRAIN

I

E

D

J

A

B

C

G

F

H

K RAW WATER VALVE VAULT

K

L WATER TREATMENT BUILDING

L

M POTABLE WATER STORAGE TANK

M

N PUMP STATION NO 4 AND VALVE VAULT

N

27 4" INFLUENT FROM WELLS

28 4" T0 STORAGE TANK

29 10" TO FIRE/BOOSTER PUMPS

30 12" TO WATER DISTRIBUTION SYSTEM

31 6" TANK DRAIN

32 8" PROCESS DRAIN

33 6" FLOOR DRAIN

34 4" FLOOR DRAIN

35 4" WATER LINE

36 6" TANK OVERFLOW

37 1" WATER

38 1" WATER SUPPLY TO FIRE PUMP CONTROLLERS

39 4" WELL WATER TO LABORATORY BUILDING

A

G-004

A

G-003

R

I

V

E

R

V

I

F

A

D

DRAWING NOTES:

1. THIS SHEET RELATES TO WORK WITHIN BOTH THE

WATER AND WASTEWATER TREATMENT PLANT.

2. THIS SHEET IS PROVIDED FOR REFERENCE ONLY.

O EX GENERATORS AND RELATED EQUIPMENT,

(FORMER REED BED DISPOSAL SYSTEM)

M

SCALE:

WATER TREATMENT BUILDING PLAN

A

1/4"=1'-0"

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

WATER TREATMENT

BUILDING PLAN

FJS

SAL

JRH

G-003

A

B

C

D

CHLORINE CONTACT TANK

IRON & MANGANESE FILTER NO 1

ASSET

ID

WATER SOFTENER NO 2E

F BRINE TANK

G SODIUM HYPOCHLORITE TANK

H CHLORINE CHEMICAL FEED PUMP

I SODA ASH TANK

J SODA ASH CHEMICAL FEED PUMP

4" PIPE FROM WELL VAULT NO 1

PIPE DESCRIPTIONID

K BULK SALT & BRINE STORAGE

L FIRE PUMP NO 1 (ELECTRIC)

M FIRE PUMP NO 2 (DIESEL)

N DIESEL STORAGE TANK

A

B

IRON & MANGANESE FILTER NO 2

C

D

E

WATER SOFTENER NO 1

O 5,000 GAL HYDROPNEUMATIC TANK

P BOOSTER PUMP NO 1

Q BOOSTER PUMP NO 2

R BOOSTER PUMP NO 3

S BOOSTER PUMP NO 4

K

F

G

I

H J

O

N

L

M

R

S

P Q

A

C-101

WATER TREATMENT PIPING - VARIOUS SIZES

4" PIPE TO WATER STORAGE TANK

4" WATER TREATMENT BYPASS PIPE

10" PIPE FROM WATER STORAGE TANK

10" FIRE PROTECTION PUMP PIPING

4" & 6" DOMESTIC PUMP PIPING

4" PIPE TO WATER TREATMENT BUILDING

1" PIPING TO FIRE PUMP CONTROLLERS

12" PIPE TO DISTRIBUTION SYSTEM

6 TYP

7 TYP

ELECTRICAL

SUBSTATION RM

104WT

WATER PUMP STATION

103WT

BRINE TANK STORAGE

101WT

WATER TREATMENT

102WT

EMERGENCY

ELECTRICAL RM

106WT

NORMAL

ELECTRICAL RM

105WT

DRAWING NOTES:

1. THIS SHEET RELATES TO WORK WITHIN THE WATER

TREATMENT PLANT.

2. THIS SHEET IS PROVIDED FOR REFERENCE ONLY.

LIMITS OF WORK

SCALE:

WASTEWATER TREATMENT IMPOVEMENT PLAN

A

1"=10'

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

WASTEWATER TREATMENT

IMPROVEMENT PLAN

FJS

SAL

JRH

G-004

A

B

C

D

FLOW METER VAULT NO 1

SOLIDS STRAINER AND BAR SCREEN

FLOW DISTRIBUTION BOX

ASSET

ID

SECONDARY WASTEWATER

TREATMENT UNIT NO 1

E SECONDARY WASTEWATER

TREATMENT UNIT NO 2

F FLOW METER VAULT NO 2

G PUMP STATION NO 5

H CHLORINE CONTACT TANK

I AEROBIC DIGESTER

J OPERATIONS BUILDING

I

E

D

J

A

B

C

G

F

H

A

C-103

A

C-102

MH

NO 6

MH

NO 5

MH

NO 8

MH

NO SA

DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. THIS SHEET PROVIDED FOR REFERENCE ONLY.

B

C-104

A

C-104

C

C-104

LIMITS OF WORK, TYP

FLOW

DISTRIBUTION

BOX

SECONDARY WASTEWATER

TREATMENT

NO 1 & 2

FLOW METER

VAULT NO 1

SOLIDS

STRAINER

CHLORINE

CONTACT TANK

NO 2

CHLORINE

CONTACT TANK

NO 1

SAMPLING

MANHOLE

TO PLANT

OUTFALL

SLUDGE RECYCLE PUMPS (3)

CHLORINE PUMPS (2)

OPERATIONS BUILDING

AEROBIC

DIGESTER

BAR SCREEN

FLOWS FROM

NCTC CAMPUS

S O

D I U

M

H

Y P

O C

H L O

R I T

E

AEROBIC DIGESTER BLOWERS (2)

FROM ATMOSPHERE

AIR (TYP)

HAUL OFF-SITE

A C

T I V

A T

S

U

D G

E

RE

CY

CL

ED

S

LU

DG

E

ACTIVATED SLUDGE

DIGESTED SLUDGE

FLOW METER

VAULT NO 2

SLUDGE TRANSFER PUMPS (2)

EXISTING AIR STREAM

EXISTING LIQUID STREAM

EXISTING SOLIDS STREAM

DIRECTION OF FLOW

PUMP STATION NO 5

PUMP STATION NO 4

DRAIN

DECANT DRAIN

SCALE:

PROCESS FLOW DIAGRAM

A

NONE

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

PROCESS FLOW DIAGRAM

FJS

SAL

JRH

G-005DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. THIS SHEET PROVIDED FOR REFERENCE ONLY.

HYDRAULIC PROFILE

A

HORZ: NONE

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

HYDRAULIC PROFILE

FJS

SAL

JRH

G-006

VERT: 1" = 5'-0"

DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. THIS SHEET PROVIDED FOR REFERENCE ONLY.

M

WALL REFURBISH AREA, SEE NOTES 1 & 2

SCALE:

PARTIAL WATER

TREATMENT BUILDING PLAN

A

1/4" = 1'-0" W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

WATER TREATMENT

WALL REPAIR

PLAN AND SECTIONS

FJS

SAL

JRH

C-101

SCALE:

WALL REFURBISH ELEVATION

1/4" = 1'-0"

TYPICAL WALL ELEVATION

NOTES:

1. BOTTOM THREE COURSES OF CMU TO BE PREPARED AND

COATED WITH CYCLOALIPHATIC AMINE EPOXY COATING.

2. TEMPORARY RELOCATE EX WATER TREATMENT COMPONENTS

ADJACENT AND NOT AFFIXED TO WALLS BEING REPAIRED.

WATER TREATMENT

19'-9" +/- WALL REFURBISH AREA

W

A L

L

R

E F

U R

B I S

H

A

R E

A

W

A L

L

R

E F

U R

B I S

H

E

A

19'-8" +/- WALL REFURBISH AREA

L

L

R

E F

U R

B I S

H

A

R E

A

C-101

102WT

SCALE:

EXPANSION JOINT REHABILITATION

1 1/2" = 1'-0"

DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN THE

WATER TREATMENT PLANT.

NOTES:

1. REMOVE EX EXPANSION JOINT SEALANT THROUGHOUT THE PERIMETER

OF WATER TREATMENT ROOM (102WT).

2. CLEAN JOINT, INSTALL BACKER ROD MATERIAL AS REQUIRED.

3. PROVIDE JOINT SEALANT FLUSH TO TOP OF EX SLAB.

EX SLAB

EX CMU WALL

EX EXPANSION JOINT

SEE NOTES 1,2 & 3

KEY PLAN

WORK AREA

EXPANSION JOINT

REHABILITATION,

SEE DETAIL 2/C-101

L

L

R E

F U

R B

I S

H

A R

SECONDARY

TREATMENT # 1 PLAN

A

1/4" = 1'-0"

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

SECONDARY WASTEWATER

TREATMENT NO 1

PLAN AND SECTIONS

FJS

SAL

JRH

C-102

SCALE:

SECONDARY TREATMENT #1 SECTION

1/4" = 1'-0"

C-102

EX GRATING

EX 8" CLARIFIER INLET

EX MUD VALVE

EX 8" EFFLUENT TO

FLOW METER NO 2

EX 6" TO PUMP STATION NO 5

EX SCRAPER TRUSS

EX CLARIFIER

EX INLET SKIRT

18'-0" DIA

1'-0"

10'-0"

1'-0"

3'-0"

6"

1'-0"10'-0"1'-0"5'-0"6"

EX WEIR TROUGH

EX OXIDATION DITCH

EX OXIDATION DITCH

EX RACE SKIMMER

EX ROTOR

EX SCUM PUMP

EX SUMP

EX 3" RAW ACTIVATED

SLUDGE TO OPERATIONS

BUILDING

EX 8" INFLUENT FROM FLOW

DISTRIBUTION BOX

EX DRIVE

ASSEMBLY

EX LADDER EX RAILING (TYP)

EX 8" CLARIFIER INLET

EX 4" DRAIN

EX 8" INFLUENT TO

OXIDATION DITCH NO 1

EX 3" RAW ACTIVATED

SLUDGE

EX 3" RECYCLED

SLUDGE

EX 8" EFFLUENT TO

FLOW METER NO 2

EX 6" TO PUMP STATION NO 5

EX 1'-6" DIA GALV

STEEL SUMP AND

SUBMERSIBLE

SCUM PUMP

EX LADDER

EX RAILING (TYP)

EX ROTOR

EX BRIDGE

ASSEMBLY W/

HANDRAIL

EX OXIDATION DITCH

EX CLARIFIER

EX FLOOR

DRAIN

EX PLUG VALVE (TYP)

EX SKIRT AND

SUPPORTS

EX ADJUSTABLE

SCUM TROUGH

EX ROTOR

BAFFLE

EX ROTOR

COVER

EX RACE

EX STAIRS W/

HANDRAIL

EX MOTOR DRIVE

FLOW

EX BAFFLE

KEYED NOTES

RAILING ANCHOR REPAIR, TYP OF ALL STRUCTURE'S RAILING ANCHORS,

SEE DETAIL 1/C-501

GENERAL NOTES:

1. PIPING AND EQUIPMENT SHOWN FOR CLARITY ONLY. SEE PLAN FOR

LOCATION AND ORIENTATION OF EQUIPMENT AND PIPING.

2. INSTALL ALL PRODUCTS IN STRICT ACCORDANCE WITH THE

MANUFACTURERS' INSTRUCTIONS, INCLUDING STRICT ADHERENCE

TO SURFACE PREPARATION AND ENVIRONMENTAL REQUIREMENTS.

3. DUE TO THE LIMITED AMOUNT OF OBSERVABLE CONCRETE SURFACE,

THE CONTRACTOR SHALL ASSUME THAT 50% OF THE STRUCTURE'S

ENTIRE CONCRETE SURFACE (APPROXIMATELY 2,300 SF) IS TO BE

REPAIRED IN ACCORDANCE WITH DETAIL 1/C-501.

PROVIDE CYCLOALIPHATIC AMINE EPOXY COATING TO ALL SURFACES OF OXIDATION

DITCH, CLARIFIER AND EXPOSED METAL PIPING. ON EXTERIOR WALL SURFACES, APPLY

COATING A MINIMUM OF 6 INCHES BELOW EXISTING GRADE. SEE GENERAL NOTE 2

2 1

EX CONTROL PANEL

DRAWING NOTES:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. ALL DIMENSIONS ARE APPROXIMATE, VERIFY IN

FIELD PRIOR TO CONSTRUCTION.

1 REPAIR CONCRETE SURFACES. SEE GENERAL NOTE 3 AND DETAIL 1/C-501

4 GRAVEL MOW STRIP, SEE DETAIL 3/C-501

5 REMOVE AND REPLACE EX DRIVE EQUIPMENT'S THRUST BEARING, THRUST WASHER,

RETAINER RING, SHEAR PIN, GUIDE BEARING AND PINION GEAR, SEE DETAIL 1/C-102.

3 TYP

1 2

3 TYP

EX SHAFT COVER PLATE

EX 3/8" x 3/4" FLAT HEAD

MACHINE SCREW

REPLACE EX

SHEAR PIN

EX 3/8" SET SCREW

REPLACE EX PINION

GEAR AND SET SCREW

REPLACE EX KEY

REPLACE EX THRUST WASHER

EX KEY

EX SHEAR PIN HUB

REPLACE EX RETAINING RING

(CARRIES ENTIRE WEIGHT OF

LOWER DRIVE.)

EX BEARING

MOUNTING CHANNEL

REPLACE EX REDUCER SHAFT

GUIDE BEARING

EX RETAINING RING GROOVE

EX DRIVE SHAFT

REPLACE EX THRUST BEARING

AND COLLAR

EX BEARING MOUNTING

PLATE

EX SCRAPER SUPPORT

EX SPUR GEAR

REPLACE EX 3/8" x 1 3/4"

BOLTS, TYP OF 4

REPLACE EX 3/4" x 2 1/2"

BOLTS, TYP OF 4

SCALE:

DRIVE EQUIPMENT REPAIR

NONE

NOTES:

1. CLARIFIER AND DRIVE EQUIPMENT MANUFACTURED BY LAKESIDE EQUIPMENT

CORPORATION, 1022 E. DEVON, P.O. BOX 8448, BARTLETT, IL 60103.

2. BEFORE ASSEMBLY, ALL MACHINED PARTS SHALL BE GREASED TO PREVENT RUSTING.

3. PROVIDE ONE SHEAR PIN FOR INSTALLATION AND TWO FOR SPARE.

4. POSITION BEARINGS SO THAT GREASE HOLES LINE UP WITH FEMALE BULKHEAD

CONNECTORS IN REDUCER MOUNTING PLATE. "TOP" IS IMPRINTED IN THE SPUR GEAR.

THIS SIDE MUST BE UP.

PARTS REPLACEMENT SCHEDULE

PARTS PART NUMBER

QUANTITY

THRUST BEARING AND COLLAR ZF5215 1

THRUST WASHER A-24318 1

RETAINER RING SH-293 1

SHEAR PIN (SEE NOTE 3)

A-15722 3

REDUCER SHAFT GUIDE BEARING SKF FY1 1

PINION GEAR A8605G 1

SECONDARY

TREATMENT #2 PLAN

A

1/4" = 1'-0"

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

SECONDARY WASTEWATER

TREATMENT NO 2

PLAN AND SECTIONS

FJS

SAL

JRH

C-103

SCALE:

SECONDARY TREATMENT #2 SECTION

1/4" = 1'-0"

C-103

EX GRATING

EX 8" CLARIFIER INLET

EX MUD VALVE

EX 8" EFFLUENT TO

FLOW METER NO 2

EX 6" TO PUMP STATION NO 5

EX SCRAPER TRUSS

EX CLARIFIER

EX INLET SKIRT

18'-0" DIA

1'-0"

10'-0"

1'-0"

3'-0"

6"

1'-0"10'-0"1'-0"5'-0"6"

EX WEIR TROUGH

EX OXIDATION DITCH

EX OXIDATION DITCH

EX RACE SKIMMER

EX ROTOR

EX SCUM PUMP

EX SUMP

EX 3" RAW ACTIVATED SLUDGE TO

OPERATIONS BUILDING

EX 8" INFLUENT FROM FLOW

DISTRIBUTION BOX

EX DRIVE

ASSEMBLY

EX LADDER

EX RAILING (TYP)

EX 8" CLARIFIER INLET

EX 4" DRAIN

EX 8" INFLUENT TO

OXIDATION DITCH NO 1

EX 3" RAW ACTIVATED

SLUDGE

EX 3" RECYCLED

SLUDGE

EX 8" EFFLUENT TO

FLOW METER NO 2

EX 6" TO PUMP STATION NO 5

EX 1'-6" DIA GALV

STEEL SUMP AND

SUBMERSIBLE

SCUM PUMP

EX LADDER

EX RAILING (TYP)

EX ROTOR

EX BRIDGE

ASSEMBLY W/

HANDRAIL

EX OXIDATION DITCH

EX CLARIFIER

EX FLOOR

DRAIN

EX PLUG VALVE (TYP)

EX SKIRT AND

SUPPORTS

EX ADJUSTABLE

SCUM TROUGH

EX ROTOR

BAFFLE

EX ROTOR

COVER

EX RACE

EX STAIRS W/

HANDRAIL

EX MOTOR DRIVE

FLOW

EX BAFFLE

EX CONTROL PANEL

GENERAL NOTES:

1. PIPING AND EQUIPMENT SHOWN FOR CLARITY ONLY. SEE PLAN FOR

LOCATION AND ORIENTATION OF EQUIPMENT AND PIPING.

2. INSTALL ALL PRODUCTS IN STRICT ACCORDANCE WITH THE

MANUFACTURERS' INSTRUCTIONS, INCLUDING STRICT ADHERENCE TO

SURFACE PREPARATION AND ENVIRONMENTAL REQUIREMENTS.

3. DUE TO THE LIMITED AMOUNT OF OBSERVABLE CONCRETE SURFACE,

THE CONTRACTOR SHALL ASSUME THAT 50% OF THE STRUCTURE'S

ENTIRE CONCRETE SURFACE (APPROXIMATELY 2,300 SF) IS TO BE

REPAIRED IN ACCORDANCE WITH DETAIL 1/C-501.

KEYED NOTES

RAILING ANCHOR REPAIR, TYP OF ALL STRUCTURE'S RAILING ANCHORS,

SEE DETAIL 2/C-501

PROVIDE CYCLOALIPHATIC AMINE EPOXY COATING TO ALL SURFACES OF OXIDATION

DITCH, CLARIFIER AND EXPOSED METAL PIPING. ON EXTERIOR WALL SURFACES, APPLY

COATING A MINIMUM OF 6 INCHES BELOW EXISTING GRADE. SEE GENERAL NOTE 2

REPAIR CONCRETE SURFACES. SEE GENERAL NOTE 3 AND DETAIL 1/C-501

GRAVEL MOW STRIP, SEE DETAIL 3/C-501

2 1

3 TYP

1 2

3 TYP

DRAWING NOTES:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. ALL DIMENSIONS ARE APPROXIMATE. VERIFY IN

FIELD PRIOR TO CONSTRUCTION.

EX ADJUSTABLE SCUM TROUGH IS RUSTED IN PLACE AND UN-ADJUSTABLE. APPLY

LUBRICATION TO MOVING PARTS TO FREE UP TROUGH COMPONENTS.

at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

WASTWATER TREATMENT

PLANT CONCRETE REPAIR

PLANS

FJS

SAL

JRH

C-104

SCALE:

SOLIDS STRAINER & BAR SCREEN PLAN

A

1/2" = 1'-0"

SCALE:

CHLORINE CONTACT TANK PLAN

C

1/4" = 1'-0"

SCALE:

FLOW DISTRIBUTION BOX PLAN

B

1/2" = 1'-0"

15'-6" ±

10'-6" ± 5'-0" ±

5'-8" ±

14'-6" ±

4'-0" ±

2'-5" ± 2'-5" ± 5'-6" ± 2'-5" ± 1'-9" ±

KEYED NOTES

REPAIR CONCRETE SURFACES

SEE DETAIL 1/C-501

RAILING ANCHOR REPAIR, TYP ALL STRUCTURE'S

RAILING ANCHORS, SEE DETAIL 2/C-502

3 REMOVE EX AND INSTALL NEW SEALANT ALONG

ENTIRE JOINT BETWEEN STAIRS AND CONCRETE

STRUCTURE

TYP

EX 8" OUTFALL TO

MANHOLE NO 8

EX 6" DRAIN TO PUMP

STATION NO 5

EX 8" INFLUENT

EX HANDRAIL, TYP

FIBERGLASS BAFFLE, TYP

EX 8" INFLUENT

FROM BAR SCREEN

EX HANDRAIL, TYP

REMOVABLE

GRATING, TYP

EX 8" EFFLUENT TO

OXIDATION DITCH & FINAL

CLARIFIER NO 1

EX 8" EFFLUENT TO

OXIDATION DITCH & FINAL

CLARIFIER NO 2

2 TYP

EX ADJUSTABLE V-NOTCH

WEIR (TYP OF 2)

EX GRATING, TYP

EX ALUM HANDRAIL,

STRINGER AND

GRATING PLATFORM

EX CONCRETE SLAB

EX 8" SANITARY SEWER

TO FLOW DISTRIBUTION

BOX

EX 6" FORCE

MAIN INFLUENT

EX 2" DISCHARGE FROM

PUMP STATION NO 6

EX 2" DISCHARGE FROM

PUMP STATION NO 4

EX REMOVABLE

HANDRAIL, TYP

2 TYP

DRAWING NOTES:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

2. ALL DIMENSIONS ARE APPROXIMATE, VERIFY

IN FIELD PRIOR TO CONSTRUCTION.

EX BAR SCREEN

3'-0" ±

1" MIN SAW-CUT AROUND

ALL DAMAGED SURFACE

2" AVG DEPTH, SEE

NOTE 6

SLIGHTLY UNDER-CUT

LOWER SAW CUT

ELEVATION AT WALL

SECTION AT WALL

3" AVG DEPTH, SEE NOTE 6

SLIGHTLY UNDER-CUT

LOWER SAW CUT

SECTION AT CORNER EDGE

1" MIN SAW-CUT AROUND

ALL DAMAGED SURFACE

NOTES:

1. SOUND CONCRETE WITH HAMMERS TO DETECT ALL LOOSE CONCRETE.

2. REMOVE ALL LOOSE AND DETERIORATED CONCRETE TO SOUND CONCRETE.

3. SAW-CUT 1" MINIMUM DEPTH IN PERPENDICULAR LINES AROUND ENTIRE PATCH AREA AND REMOVE REMAINING

CONCRETE TO SAW-CUT.

4. CLEAN ANY EXPOSED REINFORCING BARS. REMOVE ALL RUST. REMOVE 3/4" OF CONCRETE AWAY FROM BEHIND

REINFORCING BARS. COAT STEEL WITH ZINC-RICH EPOXY PRIMER.

5. CLEAN ENTIRE AREA.

6. PATCH AREA WITH POLYMER MODIFIED CONCRETE REPAIR MORTAR SPECIFICALLY MADE FOR VERTICAL, OVERHEAD OR

HORIZONTAL APPLICATION. INSTALL STRICTLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

7. REFER TO PROJECT SPECIFICATION 03 01 30 CONCRETE REHABILITATION FOR ADDITIONAL REQUIREMENTS.

6"

MIN

M I N

SCALE:

CONCRETE REPAIR DETAIL

NONE

W at er T re at m en t P la nt a nd W as te w at er Tr ea tm en t P la nt

R ep ai rs

N at io na l C on se rv at io n

Tr ai ni ng

C en te r

Co ns er va tio n

W ay

, S he ph er ds to w n, W V

64 South Street Auburn, NY 13021 315.253.7301

320 West Main Street Malone, NY 12953 518.483.1585

5789 Widewaters Pkwy Dewitt, NY 13214 315.472.6980 revision description by dateno.

Project Number:

Drawn By:

Designed By:

Reviewed By:

AUBURN MALONE SYRACUSEAUBURN MALONE SYRACUSE

17104

March 16, 2018

Any alterations to this document not conforming to section 30-13 of the West Virginia for Professional Engineers strictly prohibited.

WARNING

Construction Documents

0 - -Issued to Bidders

©Beardsley 2017

BEARDSLEY ARCHITECTURE, ENGINEERING, LANDSCAPE ARCHITECTURE, D.P.C.

CIVIL

WASTEWATER TREATMENT

PLANT DETAILS

FJS

SAL

JRH

C-501

SCALE:

RAILING ANCHOR REPAIR

NONE

EX ALUMINUM RAILING

EX CONCRETE WALL

EX GROUT TO REMAIN

PROVIDE NEW

SEALANT TO FILL VOID

AND SHED WATER

EX ALUMINUM RAILING

EX CONCRETE WALL

UNDISTURBED

SUBGRADE

EX GRADE

DRAINAGE STONE

FILTER FABRIC

SCALE:

GRAVEL MOW STRIP

NONE

DRAWING NOTE:

1. THIS SHEET RELATES TO WORK WITHIN THE

WASTEWATER TREATMENT PLANT.

VARIES

FIELD VERIFY